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STATE OF OHIO

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Manchest,
LEGEND n aa 5 SIR aN | | HORIZONTAL CONTROL
A Coast and Geodetic Sur. Triang. Sta. * U * eae e ontpnure & E Krwoos PROGRESS TO JANUARY 1, 1910
a. U.S. Geological Sur. Triang. Sta. C bs ae ©) IFONTPN ueeie &y SCALE, ONE INCH = FOURTEEN’ MILES
AU. S. Lake Survey Triang. Sta. | i = SS. ose ee ee
&s Longitude Station. | asians
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W. DB. Turnbull &. .
— 30" sae B07 a . é - c geeeets M. K. Bowman,. Del..
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PROGRESS REPORT

OF THE

OHIO

CO-OPERATIVE

TOPOGRAPHIC SURVEY

TO

JANUARY 1, 1910 |

C. E. SHERMAN, Inspector.

 

Springfield, Ohio:
The Springfield Publishing Company,
State Eee
1911.

Ys
E4EH-
=F

A.2b 0140 xu
ADVERTISEMENT

This report is printed by the State for gratuitious distribution.
To obtain a copy apply first to the local representative in the State
Legislature. Failing there, application should be made to the Secretary
of State, in accordance with the law as laid down in Senate Joint
Resolution No. 72, of the Seventy-seventh General Assembly, at its
second regular session, a copy of which is given in Appendix A of
this report.

The maps of the Survey are sold by the Federal authorities for
five cents a sheet. Each sheet is designated by the name of the prin-
cipal feature on it, usually a town, and the purchaser should eall for
the sheets by such a designation. Any sheet in the United States, how-
ever, may be designated by naming the latitude and longitude of the
southeast corner (least latitude and longitude of the sheet). This is
a convenient means of inquiring for-maps when the Index Maps of the
U.S. Geological Survey are not at hand. See explanation of Appen-
dix C.

Send postoffice money order—not stamps—addressed to the Direc-
tor, U. S. Geological Survey, Washington, D. C. If one hundred copies
of a sheet, or of different sheets, are ordered at a time the price is three
cents per copy.

The previous publication of this office, Preliminary Report to
November 15, 1903, is out of print and is superseded by the present
volume, which contains in finally adjusted form the information given
in the former report.
LETTER OF TRANSMITTAL.

Conumsus, Onto, December 15, 1910.

Hon, Judson Harmon, Governor of Ohio:

Sir:—As your representative in inspecting the work being done
by the United States Geological Survey in the topographic surveying
and napping of this State, I have the honor to present herewith a report
covering the work of the Survey from its inception to January 1, 1910.
The chief value of this report lies in the appendices, especially Appen-
dices D, IE, F and G, which will be especially useful to all surveyors
and engineers in the State, and to all parties using the work of these
persons.

The great bulk of the information given herein was gathered in. the
field by the employes of the Survey and has been furnished through the
courtesy of the officials of the U. 8. Geological Survey.

’ Descriptive matter has been written for the first part of the report,
which is intended to help make popular the use of the Survey maps, and
the use of the tabular matter transmitted herewith.

A law was passed in May, 1908, authorizing the publication of such
data, gathered up to January of that year, but the calculations for this
material were still in process of adjustment, and only became available
in 1909. Publication was therefore delayed until the adjustment be-
came final, and has been made to include the results of the Survey up
to the completion of last season’s work. The final adjustment of the
levels was made by the national Coast and Geodetic Survey, and the

supplementary work of this bureau has been added as Appendix G. Its
contents are of like value with those of the preceding tables.

I take this occasion to acknowledge assistance rendered by Mr. H.
D. Bruning, in checking data and proof. Acknowledgment of other
assistance received is made elsewhere in the body of the report.

Awaiting your further commands, I remain,

Very respectfully,
C. EH. SHERMAN.
TOPOGRAPHIC SURVEY.

CONTENTS.

Introductory jesceess eerie so ee ae ee Sees ee acess atc
Histori¢all 255256 se 34-5 2 Se oe Se ee te cee SaaS
Legislation, Agreements, Expenditures .__-----.-_._-_-________---
Record of Progress 22sassceswe scare ceca geet eee oo eeee essed
Whe:-Area: Of (Ohid.. 22 See eee ee eee ee ae eee ee ee
Methods of Surveying and Mapping_-----_---__--------------._-_-
Uses of Topographic Maps -.-_-_--------------------------------
INSPOCHON 22222 u2 os es oos ons een eees eee eee aes
Récommendations 22 Seo Ses fo ese eee ae eee Seas
Explanation of Appendixes: 22.<-s.csseeeeensseessseews ¢oeteneccs
Appendixes:

A—Legislative Acts. Agreements _-_------------------------
B—Expenditures on Quadrangles -_-_.-.--------------------
C—Topographic Maps Engraved, in Process of Engraving, Surveyed

and: Partly Surveyed = 5.2.2 oe ee ied
D—Primary Triangulation Stations __.____--_----------------
E—Geographic Positions from Primary Traverse___-_----------
F—Permanent Bench Marks of the Survey__-_----------------
G—Coast and Geodetic Survey Bench Marks _ _---------------
H—Meridians Established _--.-.------------------------------
I—Organization and Personnel of Survey---------------------

Index:to Appendix Eo: 2+ scene scecoxeceesseeecsessesiszce sieeis ise
Index to Appendixes F and G____..-.----------------------------
Horizontal Control Map—Red—in envelope on back cover.

Vertical Control Map—Blue—in envelope on back cover.

12
19
27
52
59
68
77
82
86

91
TOPOGRAPHIC SURVEY. 7

INTRODUCTORY.

A map is a condensed history. The degree of condensation is
dependent upon the scale to which the map is drawn. It may depict
either the natural or the artificial history of a given area of the earth’s
surface, but it usually depicts both in part. The natural features
usually shown are the lakes, streams, and mountains, and if the scale
is large enough, ponds, marshes, hills, hollows and other features such
as those listed in the code of conventional signs printed on the back of
every topographic sheet issued by the United States Geological Survey.
Even the natural features underneath the surface may in addition be
shown by a code of suitable symbols, such as those adopted by the
geologists of the same federal bureau.

The artificial features usually shown are the political subdivisions,
such as state, county, township, and municipal boundaries, together with
towns, roads, railroads, canals, and other works of man, to an extent
limited again only by the scale to which the map is printed, and in
variety shown in the same code first above mentioned.

Prior to 1900 no extended map of Ohio existed giving carefully the
relief of the land in addition to the artificial features. By relief is
meant the ups and downs, the hills and hollows, the elevations and
depressions of the surface. In that year arrangements were made by
this State for beginning such a survey and map, in co-operation with
the Topographic Branch of the U. S. Geological Survey. This survey
has been in progress now since 1900, and the resulting maps which
covered about two-thirds of the area of the State, up to January, 1910,
furnish a vast fund of information in very compact and convenient
form at a very small cost to the user. The scale and the methods now
being used are so far superior to all previous works that in comparison
all other maps of the State are but crude sketches with the contour
lines omitted. The present Survey maps show all the artificial features
listed in a paragraph following, and the relief of the surface by the very
simple and ingenious device of contour lines.

A short explanation will make clear the meaning of contour lines,
and a person who understands how to use them has a great storehouse
of information opened to him, hence the following two figures and
accompanying explanation should he carefully studied.

A level surface is that of a body of water at rest. The intersection
of such a surface with the ground forms a contour, therefore, a contour
on the ground is a line on its surface, every point of which is at the
8 PROGRESS REPORT

same clevation. The shore line of a lake is a contour, and if the water
in the lake should rise five feet, its new shore line would be a contour

~ at a contour interval of five feet from the old shore. ‘The contour

interval is therefore the measure of a vertical distance; contours may
be a long distance apart horizontally although only a few feet apart
vertically. A line on a map which represents a contour on the ground
is called a contour line, and it is marked with the elevation of the con-
tour. For ease in reading contour lines on such a map, it is customary
to accentuate every fourth or fifth one, that is, lines varying in elevation
by four or five contour intervals.

 

 

 

 

 

 

 

 

Figure 1 is a pictorial representation of a tract of land of which
figure 2 is a map, excepting that the mountain A is too far away in
the picture to show within the limits of the map below.* The shore

*These figures are adapted from those in the folios of the U. 8. Geological
Survey, by courtesy of the federal officials,
TOPOGRAPHIC SURVEY. 9

line of the ovean, when at mean sea-level, should always be taken as
the zero contour, and all other contours designated by their clevations
above or below this datum. While contours may be taken at any dis-
tance apart vertically, they are usually chosen at an even number of
feet, such as five, ten, twenty-five, or fifty, as in the figure we are dis-
cussing.

It will at once be seen that imaginary water surfaces 50 feet
apart vertically would intersect gently sloping ground, such as B and
the ground to the left of the triangulation station, much farther apart
horizontally, than on steep ground such as the cliffs below the flag and
the shore cliffs to the right of B. Therefore where contour lines are
far apart on a map they represent gently sloping country, and where
close together a steep slope. The horizontal spacing of these lines thus
becomes a true measure of the slope of the ground and the elevation
of any point within the limits of the map may be definitely known,
for, if it does not fall exactly on a line, its elevation may be found by
proportion between the two adjacent contour lines. Of course the
elevation found in this way may be slightly in error if the ground
does not slope uniformly from one contour to another, but the smaller
the contour interval, the smaller will this error be.

The great advantage of representing relief by this method may

- be appreciated if one will try to determine closely the elevation of any
point by means of figure 1 alone, or the definite clevation of a point
on any map or chart, which represents the relief by hachures. Hachures
are lines used to indicate slope and look much like the short strokes
used in figure 1. They blacken up a map so, that they tend to render
other symbols superimposed upon them almost indistinguishable, while
the contour lines in figure 2 would permit many other features to be
represented by symbols without destroying the legibility of awy. Fur-
ther, if we adopt a color scheme and print the contour lines in brown,
the water symbols in blue, and the remaining symbols in black, the
maps will be much clearer still.

This has been done in all the topographic sheets prepared by the
Co-operative Topographic Survey in Ohio, and is the standard method
used in other States throughout the Union by the U. 8. Geological
Survey. It prints in brown all figures giving elevations,—road cross-
ings for example,—all contour lines, depression contours, levees, sand
dunes, and other symbols of relief. The contour interval varies in
different parts of the United States, partly because the ground is so
much steeper in some places than others, and partly because the scale
of the map is smaller in some instances than in others. In Ohio the
flat northwestern portion is mapped to a ten-foot interval. The remain-
ing rougher part of the State is to a twenty-foot contour interval. The
elevation of water surfaces is usually printed in brown upon the water-
10 PROGRESS REPOR't

lining. That of Lake Erie, for example, is 573 feet above the sea, and
this figure will be found on the sheets which border on that lake. Siimi-
larly the elevations of high and low water will be found on nearly all
the sheets which show Ohio River.

Among the symbols which are printed in blue are those for salt
and fresh water marshes, intermittent lakes and streams, canals, ditches,
aqueducets, falls, and streams, ponds, and springs. This latter symbol
is used only for the largest springs occurring over the country, and, in
maps of western mountains the glaciers are represented in blue.

The symbols printed in black embrace those representing civil and
administrative boundaries, houses, roads, trails, railroads, tunnels, locks,
dams, wharves, breakwaters, aids to navigation, cemeteries, churches otf
school houses, mines or quarries where important, and survey marks
and monuments. The section lines and numbers, and other public
survey lines, are also shown in black.

An idea of the thoroughness of the maps may be had from the
foregoing paragraphs, or better still by sending for and examining a
sheet representing the locality in which you live. To print one in three
colors requires three separate engravings on copper, which is hand-
somely done at Washington in the engraving department of the Survey.
The scale of all the Ohio sheets is 1:62,500, or practically one mile to
the inch. If the scale were exactly one mile to the inch, the ratio or
scale would be 1:63,360. This scale is within one and a half per cent.
of the former, or for most practical purposes they are the same. For
further details on map construction, see the article cn Methods of Sur-
veying and Mapping.

It may be well here to explain what is meant by a scale of 1:62,500.
This to the general reader seems an odd scale and an odd way of stating
it. It is really the only universal method of expressing a scale, and
means that one unit on the map equals 62,500 similar units on the
eround; that is, the map is 62,500 times smaller in dimensions than the
tract that it shows.

Suppose a Russian drew his map to 10 versts to the vershok. We
would no more know this scale than he would know 10 miles to the inch.
Whereas if we reduced the 10 miles into equivalent inches (equals
633,600 inches) and stated the seale 1:633,600, he could apply his own
units to the map that we made.

A map of the world to a scale of 1:1,000,000 has been and is in
process of making, by an international agreement among the geographers
of the different nations. In preparation for this seale the States of
the Union are being drawn to 1:500,000 by the U. 8. Geological Survey.
This seale while quite useful is too small for much detail and the next
step, bisecting, is 1:250,000. This seale has been used in much of our
western country ip non-popwous districts. Tlalving again we eet
TOPOGRAPHIC SURVEY. 11

°

1:125,000, which seale has been used in the Appalachian region and
in some western States where demands are not great. But this scale
is too small for a general map of a populous area like Ohio. Bisecting
again we get 1:62,500, the scale we are using here.

In this way can be printed on uniformly sized sheets, maps of one
degree, thirty-minute, or fifteen-minute quadrangles, to the last three
scales mentioned above. The resulting advantages of thus dividing the
country into quadrangles of latitude and longitude for mapping, instead
of following natural boundaries, is that it affords a ready method cf
locating such areas, and facilitates pasting the maps together. It might
have been well if our General Land Office had originally followed this
system by using one-minute quadrangles in place of the sections that
make up our townships.* Such astronomical lines can in general be
more easily and accurately relocated than other artificial or natural
boundaries.

*A suggestion by W. M. Chubb, United States Surveyor.
12 PROGRESS REPORT

HISTORICAL.

More than fifteen years ago, citizens of Ohio began agitation for a
survey and map of the State to a large scale that would accurately
show the surface features including relief. Other States of the Union
had been thus carefully mapped, notably New Jersey, Massachusetts,
Rhode Island, and Connecticut. Previous maps of Ohio had either
shown surface features with no relief, or relief and other data in a very
incomplete manner. None showed both of these features combined in
any adequate degree. :

Some of the more noteworthy attempts at mapping the State had
been as follows: ,

1806—‘‘Map of the State of Ohio, taken from the returns in the Office
of the Surveyor Genera], by John F. Mansfield. Entered accord-
ing to Act of Congress the Seventh Day of October 1806.’’ Mans-
field was a resident of the State and his map, a photograph of
which is on file in the State Library at Columbus, shows counties,
townships, towns, roads and streams, and survey township and
range lines and numbers, together with the then existing reserva-
tion boundaries. The scale of the photograph is approximately
10 miles to the inch.

1814—‘‘A map of the State of Ohio from Actual Survey, by B. Hough
and A. Bourne. Eng’d. by H. 8. Tanner, Phila. Entered
according to Act of Congress June 27, 1814.’’ This map was
published at Chilicothe and is an excellent map for the day in
which it was done. It shows no relief, but gives very carefully
the public land survey subdivisions so far as they were executed
up to the date of its making.

The northwest part of the State is shown unsubdivided. The
map shows town range and section lines and numbers, towns,
roads, forts, streams, and the larger marshes and prairies. It is
to a seale of very closely five miles to the inch. The only copy
of this map which the writer has seen is in the possession of
Captain Orrin Henry of the Land Department of the state
auditor’s office,
TOPOGRAPHIC SURVEY. 13

1828—‘‘ Topographical Map of the State of Ohio, published by Horton
and Howard, Columbus, Ohio, 1828,’’ is to a scale of approxi-
mately 10 miles to the inch. This indicates in a general way by
means of hachures, so much of the relief as was then known. It
shows counties, towns, roads, streams and some of the prairies
and marshes. A copy may be seen in the State Library.

1838—‘‘Ohio by Doolittle and Munson, Engraved and Published by
Doolittle and Munson, Cincinnati.’’ This map bears the follow-
ing certificate: ‘‘Columbus, Ohio, June 2, 1838. In compliance
with the provisions of an Act of the General Assembly passed
January 27, 1838, we have examined and do approve ct Doolittle
and Munson’s Map of Ohio.’’ Signed by ‘‘Joseph Vance, Govr.
of Ohio, Carter B. Harlan, Secretary of State.’’? This map brings
the 1814 map up to date, and gives the same general character
of information, with possibly not the same degree of accuracy.
It shows, however, in addition the entire canal system of the
State. Its scale is 5 miles to the inch. Several copies are extant
in Columbus.

1852—‘‘Railroad and Township Map of Ohio, published by Horace
Thayer & Co., 50 Ann St., New York, 1852.’’ This map shows
no relief, and gives township and range numbers incompletely.
It shows towns, roads, and railroads, counties, townships, streams,
and canals. It is to a scale a little larger than 10 miles to the
inch, and a copy may be seen at the State Library. This map
is not a very careful production.

1853—‘‘A New Map of the State of Ohio, from the Latest and Best
Authorities, Exhibiting the Sections, Fractional Sections, Town-
ships, Cities, Villages, Post Offices, Rail Roads, Canals, Turnpikes,
and Plank Roads. Published by E. Mendenhall & Co., Cincin-
nati, O. 1853.’’ This wall map is to a scale of closely 5 miles to
the inch, and shows in addition to the features named in its title,
streams and lakes, township range and section numbers, and a
profile of the Ohio and Lake Erie Canal.

1874-1880—During this period a large majority of the counties of the
State were mapped from original surveys in part and in part
from compilation. The method was to take the outline of the
public land surveys from the Land Office returns, and add the
location of the wagon roads and other artificial features such
as buildings, cemeteries, orchards, from a wheel traverse of the
roads.
4

PROGRESS REPORT

In many instances these traverses were made on foot, the
surveyor carrying his outfit on a light wheelbarrow equipped
with a large wheel. He counted the revolutions of this to get
distances, and took bearings with a compass. Private land lines
were added from the county records. The results from these and
other sources were fudged until they agreed, and published to
a scale of usually two miles per inch, on sheets approximating
15x18 inches in size, a township to each sheet. The townships
for each county were bound together in an atlas, together with
more or less descriptive matter, prefaced with a state and county
map. Notwithstanding their crude method of making, these
atlases are very valuable for many purposes still. They show
public and private land lines, buildings, bridges, streams, ponds,
orchards, cemeteries, roads, canals, railroads, towns, cities and
political or administrative districts as they existed at the time
of survey. They also occasionally show a limited amount of
natural features such as woods, marshes and relief, and usually
give the township range and section numbers in addition to
property owners’ names. The writer knows of no place where
a complete set may be seen, but the State Librarian is engaged
in completing his collection.

1879—‘‘Geological Survey of Ohio, Geological Map of the State of

Ohio, prepared by J. 8. Newberry, Chief Geologist,’’? is to a
scale of 4 miles per inch, and shows counties, townships, towns,
railroads and canals, streams and larger lakes, and the areal
geology of the State.* Succeeding geologists have published
maps of the State based on the foregoing, but none to such a
large scale. Dr. Edward Orton, State Geologist, in 1888 pub-
lished a similar map, with its data brought up to date, to accom-
pany Vol. VI of the Ohio Geological Survey. This map is to a
scale of 8 miles to the inch and answers the purpose of the pre-
vious map. .\ very accurate reproduction about 12 inches square .
of the 1888 map was set as a frontispiece in Volume VII in 1898.
Partial maps of the State put out by this bureau might be
here mentioned. In 1884 a series of seven maps, at mostly 2 miles
to the inch, tracing the outcroppings of coal in the southeast
part of the State, was published to accompany Vol. V. This
information was more nearly completed in 1892 and published
the following year in a series of eight maps to a scale of 2 miles

*This was the successor to a small geological map—about 12 inches square—

published by Professor Newberry in 1870 as a part of the report of progress of the
Ohio Geological Survey in 1869. This little map seems to be the first official geo-
logical map of the State to be printed.
TOPOGRAPHIC SURVEY. 15

per inch. This sect covers the work of the previous set more com-
pletely and carefully, showing almost entire the outcropping of
the two greatest coal seams throughout the State. It is supple-
mented by a smaller scale map—6 miles to the ineh—showing the
areas of the Pittsburg and Meigs Creek coals, and by a general
map—seale 10 miles to the inch—showing areas above drainage
of the principal coals of the State. By a recent act of the legisla-
ture these maps and the others may he purchased from the State
Geological Survey at the cost of collecting or publishing.

1883—‘‘Map of the State of Ohio, and adjacent portions of Pennsyl-
vania, West Virginia, Kentucky, Indiana, and Michigan, 1883.
Seale 4 miles to the inch,’’ was published and ‘‘Compiled and
Drawn by Geo. E. Warner and C. MI. Foote, Surveyors and
Draughtsmen, Minneapolis, Minn.’’ This map was carefully
gotten up and shows the railroads, wagon roads, streams, canals,
section lines, county lines, township numbers, range numbers,
section and lot numbers and township lines. It is the map which
has been used as basal for so many successive maps. It shows
with equal care narrow adjacent strips of Indiana, Michigan, and
Pennsylvania, and small portions of West Virginia and Kentucky.
No relief is shown on this map, but it shows all the main canals
and the reservoirs not carefully shown on preceding maps.

1885—A relief map of the State made of papier-mache, was prepared
by Wyndam C. Jones for the New Orleans Exposition. This map
is now destroyed, but a reproduction in plaster was made in 1896
by S. Geysbeck and the writer, and is in Orton Hall at the State
University. The horizontal scale is 4 miles to the inch, and the
vertical is exaggerated 70 times. This gives too much distortion
for accurate purposes, but a general idea of the shape of the sur-
face may be had from it. It was made from such elevations—
about 2,000 in number—as the railroads and other parties could
furnish, and besides showing counties, towns, railroads, streams,
and larger lakes, it gives approximately the areal geology.

1887—“‘State of Ohio, scale 10 miles to 1 inch, 1887, compiled from the
Office Records of the General Land Office and other sources.’’
Was published by the authorities at Washington. This map gives
very accurately for its scale the public land surveys and districts,
including the outlines of all former reservations. The scale is
too small to show section lines, roads, or relief, but the streams
and bodies of water are all shown. All railroads and _ postoffices
extant at that date are shown. This map is now out of print, but
16

PROGRESS REPORT

a duplicate to a scale of 12 miles to the inch may be had for 25
cents by writing the Superintendent of Documents, Washing-
ton, D. C.

These were the more notable attempts at complete maps of
the State prior to action hy the United States Geological Survey.
In response to the interest displayed in the matter by scientific,
educational, and engineering bodies throughout the State, this
federal bureau in 1898 and 1899 surveyed eight quadrangles in
various parts of the State, and later sent a representative to
appear before the proper legislative committee at Columbus.
After hearings in which an estimate of the cost of the work was
submitted, the committee recommended and the legislature en-
acted a law in April, 1900 for beginning a contour topographic
survey and map in the following year. The work has been in
progress steadily since, kept up by continuing appropriations to
the present date, as recounted in a following article.

The maps of New Jersey, Massachusetts, Rhode Island, and
Connecticut, previously referred to, were finished in 1887, 1888,
1888, and 1891 respectively. Each of these States had been pre-
viously surveyed in part by the Coast and Geodetic Survey or by
state organizations, and the work in each case was brought to
completion by state cooperation with the national Geological
Survey. The results had been published to a scale of closely one
mile per inch, to accord with the standards adopted by the federal
bureau, and the resulting maps, showing relief by 20-foot contour
lines, gave a great mass of information at a remarkably cheap
cost, to the citizens of these States. The satisfactory results
obtained*in these four instances led to the adoption of legislation
in Ohio for cooperating with the Nation as the best means cf
procuring the desired map of this State. °

Several recent complete maps of the State have been made,
using the results of the work of the national survey as far as
completed and supplementing its work in areas it had not finished
from such other sources as night be available. These maps are
here listed, as serving temporary purposes until the contour
topographic survey shall be completed, and as serving some

' special purposes indefinitely.

1908—‘ Relief Map of Ohio, Compiled from U. 8. Geological Survey,

Ohio Geological Survey, and Other Sources, by W. F. Gilmore,
Supervisor of Drawing, Canton, Ohio.’’ Horizontal scale 8 miles
per inch, vertical scale 800 feet per inch. This map is about 27
inches square, made by an improved process of papier mache to
tb
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TOPOGRAPHIC SURVEY. 17

enable it to withstand the weather and handling, and it answers
the purpose of the large plaster map previously mentioned, in
more convenient form, although the material does not permit of
the accuracy of solid plaster. Due to warping and the small
scale great accuracy is not obtainable, but it answers for general
purposes. It shows the features of the previous relief map omit-
ting the geology.

—1909—*A Geological Map of Ohio, J. A. Bownocker, State Geologist,
Based on Preceding Maps by Newberry and Orton,-scale 8 miles
to one inch, 1909.’’ This map shows counties, towns, townships,
and cities, railroads, traction lines, canals (including some of
those abandoned), streams and lakes and reservoirs, railroad or
river shipping coal mines, salt works, portland cement works,
gypsum mines, oil and gas producing territory, some of the glacial
geology, and the areal geology brought to date. This is a very
useful map and may be had from the State Geologist for twenty-
five cents.

1909—‘‘ Highway Maps of the Counties of Ohio, December 1909.’’ These
maps were published as Bulletin No. 11 by Mr. James C. Wonders,
Commissioner of the Highway Department. They form a series
of maps, one of each county, and may be had in the form of an
atlas for $1.50, of the Secretary of State. As the name implies
they were especially prepared to show all the highways, and are
to the uniform scale of 8 miles to the inch. The originals were
prepared to a scale of one mile to the inch under the writer’s
direction from the maps of the U. S. Geological Survey where
extant, supplemented by data from numerous county atlases, and
some other sources, and were brought up to date from notes by
the county surveyors and railway engineers. They can be pasted
together to make a complete map of the State, as they were care-
fully drawn on the polyconic projection. They form by far the
most accurate entire map of the State thus far made, but they
show no relief.

In addition to the above, many maps of partial areas of the State
have been printed for special purposes, usually taking some one of the
foregoing works for a base. In a number of our counties, recent county
maps have been printed in the form of wall maps or bound in book form.
The county maps that were made for the decennial appraisement of
1910, form a valuable source of information for some special purposes,
but they do not form a complete map of the State as some counties were
not thus replotted, and only a few of them have thus far been repro-

27. 8.
18 PROGRESS REPORT

dueed, The charts of the Lake Survey show the harbors of Lake Erie
and adjacent topography to scales varying from 1:5,000 to 1:80,000.
The whole lake is shown on one chart to a seale of 1:400,000, or approxi-
mately 6 miles to the inch. These charts, twenty in number, range in
cost from ten to twenty cents, and may be had by addressing the U. 8.
Lake Survey Office, Detroit, Mich. A survey and map of Ohio River
was completed in 1868 by the corps of engineers of the United States
Army, and a set in book form was printed to a scale of 1 1-3 inches to
a mile. <A few of these atlases embracing the river complete remain
yet unsold and may be had from the war office at Washington for eighty-
three cents. A later survey showing soundings and other features to a
very much larger scale (200 feet to the inch), is yet uncompleted, but
the results thus far obtained may be had in blue print form at the mere
cost of printing by addressing the U. 8. Engineer Office, Custom House,
Cincinnati.

Other government bureaus, both state and national, have issued
small scale maps of Ohio for special purposes. The State Railroad Com-
mission annually issues a map which shows the various steam and electric
railroads, and more important towns. This map shows, in addition, the
more important streams, township and county boundaries and names,
and the location of the state institutions. The scale of publication is
eight miles to the inch, but owing to the special purpose for which the
map is published it is not printed accurately to scale. This map is dis-
tributed free of cost by the Railroad Commission.

A more accurate map to the same scale is that annually issued by
the postal authorities at Washington. This shows all villages and mail
routes and all features shown on the railroad map above, except the
location of state institutions. It may be had for 80 cents by addressing
the Postmaster General. Maps of every other State in the Union are
also issued by this bureau.

The U. 8. Geological Survey has also in preparation a map of our
domain to approximately the above scale. Hach State is being mapped
to a scale of 1 :500,000, showing as carefully as this scale permits, all
drainage, towns, railroads, public land lines and civil divisions, and
other prominent features excepting the relief. These maps will con-
stitute the most careful series of small-scale maps yet made, but the
results will not be available for several years yet.
TOPOGRAPHIC SURVEY. 19

2

LEGISLATION, AGREEMENTS, EXPENDITURES.

The present topographic survey of the State was begun in the spring
of 1901 by authority of an act of the Seventy-fourth General Assembly
passed April 16, 1900, which authorized the Governor of the State to
arrange with the representatives of the United States Geological Survey
for the proper execution of the work, and provided that the State should
spend $25,000 on the work the first year, provided the United States
expended an equal amount on the work during the same time.

Under the authority of this act Governor Nash in November, 1900,
entered into an agreement with the director of the federal bureau, by
the terms of which the scale of the maps, the methods of surveying, the
manner of dividing the expense of the work, and other details were
arranged for. A copy of this agreement is given in Appendix A. The
work has now been under way nine years up to January, 1910, by
authority of successive acts of the Seventy-fourth, Seventy-fifth, Seventy-
sixth, Seventy-seventh and Seventy-eighth General Assemblies printed
in Appendix A, and under the terms of agreements executed by authority
of said acts each year between Governors Nash, Herrick, Pattison, Harris,
and Harmon, and the directors of the U. S. Geological Survey.

A copy of the agreement for carrying on the work during the season
of 1906 is also given in Appendix A of this report. The previous and
subsequent agreements were substantially the same, except the amounts
have varied in some of the years, and except that a change in the contour
interval was provided for in all agreements following the first.

The national appropriation year ends with June 30, and the allot-
ment from the federal bureau from July 1 to June 30 following would
therefore correspond to the state appropriation for the fiscal year end-
ing February 15, or four and a half months earlier. The expenditures
by both parties to the agreements are balanced against each other for
the respective periods mentioned.

In various appropriation bills the State of Ohio has appropriated
for the work the following amounts:

April 16, 1900, for the year ending February 15, 1902____ $25,000

May 12, 1902, for the year ending February 15, 1903____ 20,000
May 12, 1902, for the year ending February 15, 1904-___ 30,000
May 6, 1904, for the year ending February 15, 1905____ 25,000
May 6, 1904, for the year ending February 15, 1906____ 25,000
April 11, 1906, for the year ending February 15, 1907__-_ 25,000
April 16, 1906, for the year ending February 15, 1908____ 25,000
May 11, 1908, for the year ending February 15, 1909____ 25,000 and balances

March 16, 1909, for the year ending February 15, 1910____ 20,000 and balances
20 PROGRESS REPORT

In each of the above cases the appropriation year mentioned in the
bills was the first quarter of the years listed last above, together with
the preceding three quarters in each case. Thus the appropriation years
do not coincide with the seasons of active field work, nor with the appro-
priation years of the national government. Furthermore, in some of
the years for which appropriations have been made, the late passage of
the bill would have cut down the available time for doing the field work,
were it not that the Auditor of State has uniformly ruled that the
moneys were available for two years after the passage of each bill. The
state constitution provides that no appropriation shall be made covering
more than two years at a time.

The appropriations for the work on the part of the national govern-
ment are contained in the various Sundry Civil Bills of Congress, under
the items for topographic surveys by the Topographic Branch of the
United States Geological Survey. From these appropriations, which
have run from $300,000 to $350,000 during the past ten years, the
Director annually allots an amount to each State. His allotments to
Ohio have been:

For the year ending June 30, 1902__________ $25,000
For the year ending June 30, 1903-_________ 20,000
For the year ending June 30, 1904__________ 30,000
For the year ending June 30, 1905__________ 25,000
For the year ending June 30, 1906__________ 25,000
For the year ending June 30, 1907__________ 25,000
For the year ending June 30, 1908__________ 19,000
For the year ending June 30, 1909__________ 19,000
For the year ending June 30, 1910__________ 15,000

The reduction in the national appropriation for the year ending
June 30, 1908, was the result of the reduction, on the floor of the Con-
gress which closed March 4, 1907, of the item for topographic surveys,
from $350,000 to $300,000, necessitating a paring down in the allotments
to each State, by the Director. The same action was taken in 1908,
resulting in a similar allotment for the year ending June 30, 1909.
Under date of May 4, 1909, the following letter was issued by the
Director:
TOPOGRAPHIC SURVEY. 21

DEPARTMENT OF THE INTERIOR

UNITED STATES GEOLOGICAL SURVEY

Wasuineton, May 4, 1909.

Prof. C. E. Sherman, Inspector, Ohio Co-operative Topographic Survey,
Columbus, Ohio:

Dear Sir :—I am sending you herewith duplicate copies of an agree-
ment for the continuation of the cooperative topographic survey of Ohio
during the fiscal year ending June 30, 1910, and request that you have
Governor Harris sign them, and then return one copy to me for the files
of this office.

The matter of meeting the cooperation in topography offered by
the States has reached a crisis. Last year $160,250 was offered by sixteen
States, and acting upon the advice of the Secretary of the Interior, I
decided to limit cooperation on the part of the Federal Survey to
$100,000, or one-third of the appropriation. This involved a reduction
of at least 20 per cent. of the amounts accepted, save in the cases of
States offering $2,500 or less. ;

This year approximately $250,000 is offered by twenty-two States
for co-operation in topographic surveys. Making a percentage cut is
only temporizing with the situation. A definite policy is demanded.
Until specific provision is made in the appropriations for co-operative
work, two general considerations must govern in planning the distribu-
tion of the ‘‘topographic surveys in various portions of the United
States.’ 5
First, the special claims of the public land States, where the Federal
interests in the adequate mapping is paramount by reason of public
ownership of land.

Second, the progress of the topographic map of the United States
as a whole, in which connection it is to be noted that the percentage of
area surveyed in the States offering cooperation is already higher than
that in non-co-operating States—40 per cent. as contrasted with 32 per
cent.—and this difference is by no means wholly due to the amount of
work done under cooperation.

The policy which has been determined upon will fix maxima for
cooperative allotments and grade such allotments on the basis of per-
centage of area already surveyed.
22 PROGRESS REPORT

A maximum of $20,000 will be permissible for cooperative allot-
ments, and that only in States of which less than 35 per cent. has been
surveyed, this being the percentage of the whole United States. For
States with from 35 to 70 per cent. of area already surveyed $15,000
will be the maximum amount permissible, and for States with over 70
per cent. surveyed $10,000 will be the maximum. Where the cooperative
surveys are on a larger scale than is necessary for the topographic map
of the United States, the Federal allotments will be adjusted on a basis
other than that stated above. Even under this arrangement it is ex-
pected that the cooperative allotments by the Federal Survey this year
will aggregate over $160,000. This increase over the amount allotted
last year is rendered possible only by reason of the $50,000 increase in
this year’s appropriation.

The Federal allotments to meet State co-operation will bear their
proportionate share of the necessary expense in connection with the
proper execution of the field and office work, namely, charge for main-
tenance of the building occupied by the Geological Survey, exclusive of
rent; for use of library; for correspondence and records; for disburse-
ments and accounts; for distribution of maps; for internal administra-
tion of the topographic branch; for repair of, but not for purchase of
instruments; for map editing; and for stationery, including field note
books; netting a total charge of 1214 per cent. It is to be noted, how-
ever, that these assessments are levied upon the basis of only the Federal
half of the cooperative work, although it 1s obvious that the field work
paid for by the State funds necessitates a corresponding increase in most
of these administrative expenses.

Very respectfully,
Gero. Otis SMITH,
Director.

In accordance with the above letter, which, with the exception of the
first paragraph, was issued to all cooperating States (see article on Rec-
ommendations in this report), the allotment to Ohio, for the year ending
June 30, 1910, was cut to fifteen thousand dollars.

Since by all the agreements previously drawn, our State was to
expend no more upon the work than the amount expended by the
national government, the effect of the three above reductions was to
reduce the state money in like amount, and delay the progress of the
work. The appropriations by the State which have been already listed
for the years ending with February 15, have therefore left balances in
the fund after meeting the allotments for the corresponding federal
years ending with June 30. These balances for the last three years have
been reappropriated to the eredit of the Cooperative Topographic Sur-
vey fund, —
TOPOGRAPHIC SURVEY. 23

Prior to the season of 1908, the federal authorities had borne all
administrative expenses, listed in the director’s letter foregoing, in con-
nection with the prosecution of the field and office work. Beginning with
that season a levy of twelve and one-half per cent. on the basis of the
federal funds alone has been made to cover these expenses. This is no
more than just, for a reasonable charge to field surveying, for example,
would be the cost of maintaining the surveying instruments. The cost of
engraving and printing the maps, however, is still borne by the national
government, and a small fee is charged to purchasers for the maps, to
cover these items of expense. The fee thus charged for a map of a given
area is ridiculously small in comparison to that charged for an equiva-
lent map, where extant, of such an area, by other private or public
bureaus.

From each allotment annually, the State reserves $1,200, to cover
the cost of inspection by the Governor or his representative. This
amount covers the traveling expenses of the Inspector, the expenses of
the Inspector’s office, including stenographer, stationery, and incidental
expenses in connection with issuing reports, and the Inspector’s salary ;
in a word, the complete expenses of inspection on the part of the State.

Where a quadrangle has extended outside of this State, the outlying
portion has been paid for by the State in which it falls, if a cooperative
survey were in progress in such a State. This was the case in Pennsyl-
vania and West Virginia, and where necessary, agreements were executed
between the governors of the States interested for so executing the work.
No cooperation has thus far been had with Kentucky, Indiana, and
Michigan, but if such is not obtained when needed, the federal authori-
ties have promised to care for these outlying fractional sheets.

Of the moneys thus appropriated by both state and national govern-
ments for survey purposes, by far the larger portion is spent within the
State. Both appropriations are paid out for salaries of surveyors and
assistants, for livery hire, for subsistence of the parties in the field, and
for other incidental expenses necessary to the work of surveying and
mapping in the field and drafting in the office, and since the entire State
will be thus mapped, the distribution of the funds appropriated by both
the Nation and the State will be distributed for services among its
citizens in as equitable a manner as possible. There is every reason
then, from this point of view, why the appropriations should be con-
tinued until the whole area is mapped, but a far weightier reason is that
the resulting maps are of inestimable value to the portions thus suwi-
veyed. ;

The total amount expended in Ohio by the State alone under co-
operative agreements to January 1, 1910, has been $202,063.74. The
normal amount would have been $203,000, but a balance of $567.73 was in
the State treasury on the foregoing date to the credit of the Topographic
24 PROGRESS REPORT

fund, and in June, 1902, $368.53 lapsed back into general revenues from
the Survey fund on account of not being expended prior to April 16 of
that year. This lapse was caused by the death of the first inspector,
Professor C. N. Brown, on March 6, 1902, and by failure to appoint
another inspector until the twelfth of May following.

The total expenditure within the State by the national government,
under the above terms, to January 1, 1910, has been $200,367.29. Again
the normal amount would be $203,000, but $368.53 was likewise with-
drawn in 1902 to offset the lapsing of the similar sum from the state
fund, and a balance of $2,264.18 was available at Washington at the
first of the present year. The balances of course are for use before the
next appropriations and allotments become available.

The total area of the State (see article thereon) is 41,240 square
miles. Up to January 1, 1910, field work had been completed on 27,011
square miles. If we exclude 1,476 square miles mapped prior to co-
operation, the total cost of the part surveyed under co-operation is found
to be $15.75 per square mile.

The estimate presented by Mr. H. M. Wilson of the U. 8. Geological
Survey to the legislature in 1900 was $10 per square mile, or a total cost
for the State complete of about $400,000, of which Ohio would pay
approximately $200,000.

The reasons for the above discrepancy in the figures of cost per
square mile are chiefly due to the following: (1) A glance at the index
map in the front part of this book will show that the bulk of the work
thus far has been in the rough and costly part of the State. (2) The
original estimate was based on a contour interval of 20 feet throughout
the State. This was too large an interval for the flat northwestern por-
tion, which is therefore being mapped to 10-foot interval instead, thereby
slightly increasing the cost over what it would have been. (8) Other
improvements in methods, adopted since the survey began, have added
very slightly to the cost, while they are repaying many fold the added
expense of inaking them (see article on Inspection). (4) The chief cause
of the discrepancy is the underestimate by the Survey official.

Analyzing the fourth cause, mentioned last above, an explanation
is found in the inexperience of the federal officers in mapping the choppy
topography of the coal fields of Ohio. Nowhere else in the United States
is such an extended area of difficult topographic surveying encountered
as in the bituminous coal region covering western Pennsylvania, western
West Virginia, and the southeastern portion of Ohio. This point is
strikingly illustrated if one will compare the southwest corner quad-
rangle of Pennsylvania with any other corner of that State. Prior to
1900 no work of the present scale had been executed in this region,
excepting the Ironton quadrangle surveyed in 1898. This should have
been an eye-opener on the difficulty of this region,
TOPOGRAPHIC SURVEY. 25

The matter is well illustrated by the cost of the Pennsylvania sur-
vey. This State is cooperating with the national government under
terms similar to that in Ohio. In the report of the Commissioners of the
Topographic and Geological Survey of the former State for the years
1899 and 1900, it is stated on page 8 with reference to the area surveyed
during the years just mentioned that ‘‘the average cost of this work
was about $14.85 per square mile. This is undoubtedly a higher rate of
cost than is likely to be averaged for the remainder of the State, because
of the relatively large amount of primary triangulation, precise leveling
and other preparatory work done during the past two years. It, there-—
fore, seems probable that the original estimate of $15 per square mile for
the whole State will not be exceeded.’’

In the report of the same Commission of July, 1906, covering the
work in the State from July, 1899, to July, 1906, the following statement
occurs at the top. of page 9:

“The total area topographically surveyed under the cooperative
work is 10,874 square miles, and the total cost being $224,000, the aver-
age expense has been $20.60 per square mile. This is of course more
than the real cost per square mile of the completed work, for it embraces
the cost of the system of triangulation, which has been completed for
the control of future work, and also cost of primary traverse work and
precise leveling, which must be carried in advance of detailed work to
serve as the skeleton of the completed map.’’

It is not likely, however, that the cost of the complete map of Penn-
sylvania will fall much below the figure last given above, for the index
maps in the front of the Commission’s report for 1908 show not much
more than half the primary control of the State completed at that time.
This latter report does not give figures from which the cost per square
mile may be deduced.

The preceding cost of $15.75 given per square mile thus far for
Ohio, also includes the cost of some primary control executed in advance
of the area completely mapped.

In West Virginia the mountainous portion of more than 15,000
square miles was mapped to a small scale (two miles per inch) with
100-foot contours by the national government fifteen or twenty years
ago. The mapping of the less rugged portion, about 9,000 square miles
in extent, was completed in 1906, to the same scale as that used in Ohio.
This latter portion corresponds in roughness very closely to that of south-
eastern Ohio, and the cost to West Virginia of mapping the 9,044 square
miles referred to was $90,000, or very closely $10 per square mile. Since
the national government expended an equivalent amount on the work,
the total cost of the work was $19.90 per square mile.

It is thus seen that the cost per square mile of the work in Ohio,
namely, $15.75, compares very favorably with that in Pennsylvania at
26 PROGRESS REPORT

$20.60 per square mile, or with that in West Virginia at $19.90, although
the latter figure includes topography that is all rough, like that in south-
eastern Ohio. However, some quadrangles in West Virginia surveyed
to the large scale were mapped to a 50-foot interval, while in Ohio on
some sheets the interval is 10 feet, and on none does the interval exceed
20. Of course the maps alone cannot afford a true basis for comparison,
because the surface vegetation and other items affecting accessibility
may widely differ in different regions, so that an accurate comparison
of relative difficulty of surveying in different States is perhaps not
possible.

‘When the Ohio survey was started, only four States had been com-
pletely mapped. In the twenty-second annual report of the Director
of the U. S. Geological Survey, 1901, the total cost of mapping Massa-
chusetts is given as $12.90 per square mile, the total for New Jersey
$6.93, the total for Connecticut $9.79, and the total average for Rhode
Island at $8.97 per square mile. Various other bureaus had been at
work in these States and the figures above given afford no comparison
with Ohio, because of the fuller data available in those States before
their surveys began. Further, the choppy country in southeastern Ohio
is not paralleled in the East, nor was the field work executed there to the
detail at present developed.

Owing to changes in the methods of doing the work during the prog-
ress of our survey, it is not possible to accurately state the cost of map-
ping each quadrangle in Ohio, but in Appendix B the expenditures on
quadrangles are partly tabulated, and from this information those inter-
_ ested may deduce the approximate cost per square mile for the work in
several regions of the State.

The costs of mapping referred to in this article do not include that
of engraving and printing. Both of these are done by the U. S. Geolog-
ical Survey out of its own funds, a small fee being charged to purchasers
to cover the bare expense.
TOPOGRAPHIC SURVEY. 27

RECORD OF PROGRESS.

As a result of the foregoing acts and expenditures, on January 1,
1910, about two-thirds (more exactly 65.5 per cent.) of the area of the
State had been carefully surveyed and was mapped or in process of
being published in maps. The situation in detail is set forth in Appendix
C, and for practical purposes is shown nearly enough in the small Index
Map at the front of this report. The area of the State (see article
thereon) is 41,240 square miles, and up to January J, 1910, 27,011
square miles were mapped on a publication scale of 1:62,500, with relief
clearly indicated in the rough portions by 20-foot contours, and in the
flatter portions by contours at a vertical interval of only 10 feet.

Excellent progress has been made in Ohio as compared with our
neighboring States, as exhibited in the following table:

 

 

 

 

Approximate percentage surveyed
ice Total Area to end of year.
Square Miles.

1907 | 1908 | 1909
TN OIS: gcse cog ened pans 56,665 14 16 18
Indiana cn sien cece ci ace 36,354 7 8 8
Kentucky ii: senses ee us 40,598 39 40 : 41
Michigan ................ 57,980 7 8 8
New York? dees ch teen ees 49,204 79 80 81
OIG: sissies doscs Fans Hak eda » 41,240 56 60 65
Pennsylvania ............ 45,126 47 49 50
West Virginia ........... 24,686 99.8 99.8 99.8

 

 

 

 

The West Virginia survey was practically completed at the close of
1906, but more than half of its area was mapped prior to cooperation
on a scale of closely two miles per inch with 100-foot contours, a scale
totally inadequate to the needs of this State, and a scale which is ad-
mitted to be inadequate to the needs of West Virginia by her own citizens
who are best qualified to judge. .

All of the surveys in progress in our neighboring States are now
being done to the scale of our maps, with all elevations referred to sea
28 PROGRESS REPORT

level, and since the same code of symbols and the same methods of en-
graving and printing are used for each State, the results will be
extremely convenient when the work is all done. The study of streams
for the mitigation of floods, projects of inland navigation by stream or
canal, and the location of interstate railroads, all need for solution these
uniform maps, when the features just mentioned extend outside our
State.
Following is given a record of progress by seasons in which figures
are given as closely as may be. Owing to the manner of subdividing
and prosecuting the work, it is. not possible to give all figures exactly,
but the items are stated closely enough to give a good idea of the work
done each year. In some years the work was done in country topograph-
-ieally rough. Again appropriations varied as shown in a foregoing
table. Also weather conditions affect the amount of work done, so that
a comparison of efficiency by seasons is difficult to make. Perhaps a
better criterion is to take results as a whole compared with those in other
States. This has been done in a foregoing chapter as regards costs, but
here again comparison is difficult, as has been pointed out previously.

WORK DONE PRIOR TO CO-OPERATION.

Reconnoissance Maps. The first work done in Ohio by the United
States Geological Survey was on a small tract of about 50 square miles
sketched by L. C. Fletcher, topographer, to a reconnoissance scale in
1890, in connection with some work done in West Virginia when the
Huntington quadrangle was mapped. The northwest corner of this sheet
laps across the Ohio River, and covers an area of about 50 square miles
of Lawrence county. This was mapped to a scale of 1:125,000, and in-
tended for reconnoissance purposes. During the progress of the present
survey this area was remapped in sufficient detail to be drawn upon the
seale 1 :62,500, or about 1 mile to the inch.

In 1897 Messrs. Hersey, Munroe and J. 8. Smith commenced the
mapping of the Ironton quadrangle, covering a part of Lawrence county,
in Ohio, and also portions of Kentucky. This was likewise done on the
seale 1:125,000, with a contour interval of 50 feet. During the year,
June 30, 1897-June 30, 1898, they sketched 285 square miles in Ohio,
and in connection therewith ran 190 miles of levels and established 28
permanent bench marks. The larger part of this leveling was done in
1897 and was based on the N. & W. R. R. levels at Ironton, and the
bench marks thus set were stamped ‘‘I.’’ Early in 1898 this Ironton
bench mark was connected with the United States Coast and Geodetic
Survey transcontinental bench mark at Hamden Junction in Vinton
county, and the Ironton bench mark was found to be 3.430 feet too low.
All the Jeveling done in the early part of 1898 was referred to the bench
TOPOGRAPHIC SURVEY. , 29

mark at Hamden Junction, and the permanent bench marks were
stamped ‘‘A,’’ meaning Athens datum. Accordingly, to the elevation
stamped on bench marks ‘‘I’’ were added approximately 3 feet, giving
‘ the list as published in the Nineteenth Annual Report of the United
States Geological Survey. By the adjustment of 1907, however, the
Hamden bench mark elevation is revised, and the list of elevations given
in the Appendixes of this report is adjusted to this latest determi-
nation. :

Season of 1898. A portion of the Ironton district was re-mapped in
1898 to a scale of 1 :62,500 and a contour interval of 20 feet, and given
the name of Ironton Quadrangle. Mr. Hersey Munroe, assisted by Mr.
W. N. Morrill, commenced work early in July, 1898, and completed the
quadrangle—220 square miles in Ohio—during the season, running 64
miles of spirit levels and establishing nine permanent bench marks. The
sheet was then drawn in the office and submitted for engraving.

Cincinnati Sheets. Early in July, 1898, a party in charge of Mr.
Chas. E. Cooke began work on the East and West Cincinnati quadran-
gles, comprising the city of Cincinnati and vicinity, and lying partly in
Kentucky, and surveyed them by February 1, 1899,.to a scale of 1 :62,500
and contour interval of 20 feet. In connection with the topographic
work, 190 miles of levels were run and 19 permanent bench marks set.
Of these latter, 9 are in Ohio and are stamped, in addition to the approxi-
mate elevation, with the letters ‘‘CIN,’’ meaning that the elevations were
based on the Coast and Geodetic Survey monument just north of the
south door on the west side of the court house. This elevation is based
on Coast and Geodetic Survey transcontinental line, and its line from
Toledo, and upon United States Engineers’ Ohio River line.

In October, 1898, Mr. S. 8. Gannett measured and expanded a base
near Columbus and connected the triangulation with the Coast and
Geodetic Survey astronomical station at Columbus. This work furnished
the primary control for the two quadrangles in which Columbus lies,
named the East and West Columbus Quadrangles respectively, and also
furnished a check upon the primary traverse lines run later between
Cincinnati, Columbus, and Toledo.

Season of 1899. From the first of May until the middle of August,
1899, Mr. Hersey Munroe surveyed the two Columbus quadrangles to
scale of 1:62,500 and contour interval of 20 feet. The area thus mapped
was 462 square miles, in connection with which 312 miles of primary
levels were run and 22 permanent bench marks established. These are
all stamped ‘‘Columbus,’’ and their stamped elevations are based on the
aluminum tablet in the Columbus court house marked ‘‘778 Columbus,”’
the elevation of which is now accepted as 777.601 feet above mean sea
level. This elevation was determined by a line of double rodded levels
run under Mr. Munroe’s direction, from the Coast and Geodetic Survey
30 PROGRESS REPORT

transcontinental bench mark ‘‘Q’’ at Chillicothe (and later by a precise
line), the elevation on which latter is now accepted as 638.001 feet.

Karly in July, 1899, Mr. Chas. E. Cooke and party began and by
November 20th completed the survey of the three quadrangles compris-
ing Toledo and vicinity. These sheets are named respectively the Toledo,
Maumee Bay, and Oak Harbor Quadrangles, and comprise a land area
of about 500 square miles. They are to 1:62,500 scale and to 20 foot
contour interval,and in connection with their mapping 168 miles of levels
were run, and 18 permanent bench marks established, all being stamped
with the elevation to the nearest foot and the word ‘‘Toledo’’ to show
that the elevations are referred to the Toledo datum—which is a brass
bolt placed in the southwest side of the government building at Toledo,
and lettered U. S. C. & G. S8._the elevation of which is now taken as
603.888. This bench mark was established by the United States Coast
and Geodetic Survey in 1899 from a line starting at Gibraltar, Michigan,
and running south to Cincinnati. In this same region in first half of
September, 1899, 87 miles of primary traverse were run, radiating from
St. Mary’s Church spire, Toledo, previously located by the United States
Lake Survey. :

During the government year, 1899-1900, the East and West Cin-
cinnati and Ironton sheets were engraved, and over 2,500 copies of each
were printed and distributed by the Washington office. At the same
time the East and West Columbus, Toledo, Maumee Bay, and Oak Harbor
sheets were-drawn up in the office and engraving begun on them.

All of the foregoing work, from 1890 to 1900, was done at the sole
expense of the federal survey, as was also the work of the following
season.

SEASON OF 1900.

Beginning in the early spring of 1900, after the law authorizing
cooperation was passed, but before the State funds were available, the
United States Geological Survey, entirely at its own expense, executed
primary control covering about 7,000 square miles of area, and later
carried on the office work of collecting, adjusting, and reducing to a
uniform sea level datum, all existing precise levels in the State. Alto-
gether this work cost the national bureau about $4,610, not counting
the cost of office work of reduction the following winter. A more de-
tailed statement of this work follows:

Primary Control. Three parties were placed in the State early in
the year under the charge of Mr. 8. 8. Gannett, chief of the computing
division of the United States Geological Survey.

One party under the immediate direction of Mr. Geo. T. Hawkins
TOPOGRAPHIC SURVEY. 31

ran a line of primary traverse from Cincinnati to Columbus, and two
lines about 15 miles apart from Columbus to Toledo. This primary
traverse was connected in the southern part of the State with the United
States Coast and Geodetic Survey transcontinental triangulation, and
in the northern part with the United States Lake Survey triangulation.
It was also connected at Columbus with the triangulation already men-
tioned, controlling the two Columbus quadrangles.

Several primary traverse lines were run by Mr. E. L. MeNair, be-
tween Cleveland, Wooster, Canton, and Carrollton. This work was con-
nected with the United States Lake Survey triangulation and with that
of Mr. Griswold.

Primary triangulation was extended by Mr. W. T. Griswold, be-
tween Moundsville, West Virginia, and Woodsfield, Carrollton, and
Steubenville, Ohio. This primary control is connected with the United
States Geological Survey triangulation in Pennsylvania, West Virginia
and Maryland.

The net results of primary control for the season were the running
of 640 miles of primary traverse which established 225 geographic posi-
tions; the occupation and monumenting of 20 primary triangulation
stations; and the establishing of 10 meridian marks. This primary work
covered 7,070 square miles distributed over portions of the following 31
counties, namely: Lucas, Ottawa, Wood, Sandusky, Hancock, Seneca,
Wyandot, Hardin, Marietta, Union, Delaware, Fayette, Pickaway, Clin-
ton, Warren, Clermont, Lorain, Cuyahoga, Geauga, Medina, Summit,
Portage, Wayne, Stark, Columbiana, Carroll, Jefferson, Harrison, Guern-
sey, Belmont, and Monroe. Including the existing triangulation of the
other Federal surveys above named, there were partly controlled by such ~
work about 25 per cent. of the counties of the State, and there were
available for topographic mapping 37 quadrangles, covering 8,500 square
miles.

Topographic Mapping. No secondary topographic triangulation or
traverse, no secondary leveling, nor contour sketching was done in Ohio
this season. ;

Office Work. At Washington, upon the close of the field season,
work was prosecuted upon collecting, adjusting, and reducing to a uni-
form mean sea level datum at Sandy Hook, all the existing precise levels.
This included the precise levels of the transcontinental line of the United
States Coast and Geodetic Survey, along the southern border of the
State; also of the same federal survey between Toledo, Lima and Cin-
cinnati; also precise water level tide gages of the United States Engi-
neers at Toledo, Sandusky, Cleveland and Ashtabula; and precise levels
of the same organization along the Ohio River from Pittsburg to Wheel-
ing and Cincinnati; double rodded levels of the United States Geological
Survey Chillicothe to Columbus; precise levels of the Pennsylvania Rail-
32 PROGRESS REPORT

road system from Pittsburg via Mansfield to Lima. These lines furnished
the necessary control for the succeeding three seasons.

SEASON OF 1901.

Field work began about the middle of March and was continued
until the first of November.

Primary Control. During the month of October, Mr. Sledge Tatum
by means of 140 miles of primary traverse controlled four quadrangles
in the north-central portion of the State, in Lorain, Huron, Medina,
Richland, Ashland, and Wayne counties. This traverse was based on
the Camden and Townsend triangulation stations of the United States
Lake Survey and on points near Millbrook and Burbank established in
1900 from primary traverse by E. L. McNair.

Twenty-seven 15-minute quadrangles, covering portions of eighteen
counties in the northwest portion of the State were controlled or partly
controlled by 160 miles of primary traverse run along railways by Mr.
George T. Hawkins. His line began at Toledo and ran west on the
Lake Shore railway to Edgerton, thence on highways southwest to the
Ohio-Indiana State line, thence down this line to the Findlay, Fort
Wayne and Western railway, thence east along this railway. This was
supplemented by 700 miles of primary traverse run by Mr. J. R. Ellis,
along highways following as nearly as possible meridians and parallels
bounding quadrangles in this vicinity and in the central part of the
State.

Mr. A. H. Thompson was engaged all season in extending primary
triangulation in the southeastern part of the State in Harrison, Guernsey,
Noble and neighboring counties. In all he occupied 27 triangulation
stations.

Topographic Mapping. Mr. Chas E..Cooke, in charge of a party,
completed the mapping of the Elmore, Fostoria, Findlay, and Bowling
Green quadrangles, covering portions of Seneca, Sandusky, Wood, and
Hancock counties.

Mr. Nat Tyler, Jr., and party surveyed the Fremont, Bellevue,
Sandusky, and Put-in-Bay quadrangles, covering portions of Erie, San-
dusky, Ottawa and Huron counties.

Mr. W. H. Griffin and party mapped the Olentangy quadrangle
adjoining Columbus on the northwest. The name of the Olentangy
quadrangle was later changed to Dublin Quadrangle.

Mr. Basil Duke and party completed the mapping of the Delaware
quadrangle, covering portions of Delaware, Marion, and Morrow coun-
ties.
TOPOGRAPHIC SURVEY. 33

Mr. Goodlove and party completed the mapping of the Vermillion
quadrangle during the latter part of the season, covering portions of
Lorain, Erie, and Huron counties.

Mr. Robert D. Cummin was in charge of a party which completed
the Euclid, Cleveland, and Oberlin quadrangles and partly mapped the
Berea sheet. These quadrangles cover portions of Cuyahoga, Summit
and Lorain counties.

Mr. Hersey Munroe and party completed the mapping of the Can-
ton, Massillon, and Wooster quadrangles, covering portions of Wayne,
Stark and Summit counties.

Mr. W. T. Griswold and party completed the Cadiz quadrangle and
partially mapped the Scio and St. Clairsville quadrangles. These lie in
the eastern part of the State and cover portions of Harrison, Jefferson,
Carroll and Belmont counties.

Office Work. The eighteen sheets surveyed during the summer were
drafted for engraving the following winter, and during the winter and
early spring photolithographic maps of these were made and copies sent
to the state survey officials. Computations of the primary control work
were also carried on, and the primary leveling done in connection with
mapping was adjusted. 2

Resume for 1901. In addition to the office work just mentioned in
the above paragraph the results for the season were the mapping of
eighteen quadrangles, named respectively the Dublin, Delaware, Find-
lay, Fostoria, Bowling Green, Elmore, Fremont, Bellevue, Wooster,
Massillon, Canton, and Cadiz quadrangles; the occupation of twenty-
seven triangulation stations and running about 1,000 miles pri-
mary traverse, controlling or partly controlling 30 atlas sheets covering
portions of 34 counties (an area of 6,900 square miles) ; and the running
of 2,873 miles of primary levels, in the course of which 124 permanent
bench marks were set, and the elevations of many other points accurately

determined.

SEASON oF 1902.

Field work began about the middle of May and was continued until
December.

Primary Control. Eleven 15-minute quadrangles, covering portions
of Fairfield, Hancock, Athens, Vinton, Meigs, Gallia, and Lawrence
counties, were controlled by twenty-six triangulation stations, occupied
by Mr. 8. 8. Gannett. Five 15-minute quadrangles in portions of Tusca-
rawas, Guernsey, Muskingum, Monroe, and Washington counties were
controlled by twenty-two triangulation stations, occupied by Mr. Geo.
T. Hawkins. Two 15-minute quadrangles immediately north of Cincin-

3—T. S.
34 PROGRESS REPORT

nati, covering portions of Hamilton, Warren, and Butler counties were
controlled by eighty-two miles of primary traverse run by Mr. J. R.
Ellis. This work was based on the transcontinental triangulation of the
United States Coast and Geodetic Survey, connected with previous work
in the northeastern part of the State, so that all triangulation in Ohio
was reduced to the United States Standard Geodetic datum.

Precise Levels. Mr. W. H. Baldwin, in the fall of 1902, ran 60
miles of levels for the purpose of connecting the United States Lake
Survey levels with the levels of the Pennsylvania railroad. This line
extended from Cleveland to Canton, and in connection with it three per-
manent bench marks were established. The results furnished the data
from which to reduce the spirit levels in that part of the State to mean
sea level at Sandy Hook, N. Y.

Topographic Mapping. Messrs. Charles E. Cooke, Basil Duke, and
C. W. Goodlove and party completed the mapping of the Ohio portion
of the Steubenville quadrangle, covering parts of Jefferson county. The
area surveyed within the State was 125 square miles.

Mr. W. H. Griffin and party completed the mapping of Westerville
quadrangle, in parts of Delaware, Franklin and Licking counties and
also four square miles of the Clarington quadrangle in Monroe and Bel-
mont counties.

Messrs. Van H. Manning and Duncan Hannegan and party com-
pleted the mapping of the Ohio portion of the Wellsville quadrangle,
lying in parts of Columbiana and Jefferson counties, amounting to 155
square miles. They also mapped 27 square miles of the Salineville quad-
rangle, lying in parts of Carroll, Columbiana, and Jefferson counties.

Mr. W. T. Griswold, assisted by Mr. M. J. Munn, with a party com-
pleted the mapping of the Scio quadrangle, lying in portions of Carroll
and Harrison counties, and covering an area of 228 square miles. This
party also mapped 156 square miles of the St. Clairsville quadrangle,
covering parts of Belmont, Jefferson, and Harrison counties. They also
partially controlled the Flushing quadrangle, lying in portions of Harri-
son, Belmont and Guernsey counties.

Messrs. H. B. Blair and W. J. Lloyd, assisted by Mr. C. L. Sadler,
completed the survey of 35 square miles of the New Matamoras quad-
rangle, lying in portions of Monroe and Washington counties.

Mr. Robert Cummin and party completed the survey of the Berea
quadrangle, which had been commenced in 1901. This quadrangle lies
in portions of Cuyahoga, Lorain, and Medina counties, and covers 224
square miles.

Mr. W. N. Morrill and party completed the survey of the Parkers-
burg and Marietta quadrangles, covering portions of Washington county.
The area mapped in the course of this work was 300 square miles.

Mr. N. W. Brown and party were engaged in topographic surveys
TOPOGRAPHIC SURVEY. 35

in West Virginia and completed the mapping of the Cameron sheet, in
connection with which about one square mile of the area of the State
of Ohio was mapped in Belmont county.

Office Work. During the winter of 1902-03 the leveling notes taken
during the preceding summer were adjusted. Those sheets which were
completely surveyed during the preceding summer were drawn in prepa-
ration for engraving. Photolithographic maps of the sheets surveyed
in 1901 were also printed.

Resume, 1902. In all, eight parties were engaged in topographic
surveying on 14 quadrangles, eight of which were completed, namely:
Steubenville, Westerville, Wellsville, Berea, Scio, Parkersburg, Waverly,
and Cameron—this last, however, covering but one square mile of Ohio.
Six were partially surveyed, namely: Woodsfield, Salineville, Macks-
burg, New Matamoras, St. Clairsville, and Flushing quadrangles. In all,
1,477 square miles of the total area of the State were completely mapped ;
669 trigonometric locations were determined ; 2,935 miles of levels run, in
the course of which 51 permanent bench marks and 9,256 other eleva-
tions were established ; and 5,517 miles of road traverse were run. This
work was all mapped in the field to a scale of 1:45,000, with a contour
interval of 20 feet, with the exception of the Westerville quadrangle,
the contour interval on which was 10 feet. In addition, the above men-
tioned office work was done.

SEASON OF 1903.

Field work was begun the middle of May and continued until De-
cember.

Primary Control. Mr. George T. Hawkins, aided by Mr. J. R. Ellis
and party, ran primary traverse for the control of various areas in the
western central portion of the State in the counties of Madison, Clark,
Miami, Greene, Montgomery, Preble, Darke, Mercer, Van Wert, Auglaize,
Clinton and Warren, This party controlled eleven quadrangles by run-
ning 750 miles of primary traverse. In the northeastern part of the
State, in Ashtabula county, two quadrangles were controlled by a party
(under charge of Mr. C. B. Kendall), which ran 116 miles of primary
traverse for this purpose.

Topographic Mapping. Mr. W. T. Griswold, aided by Messrs. M. J.
Munn, Robert Coe and A. O. Burkland, completed the mapping of the
flushing quadrangle, lying in portions of Belmont, Guernsey and Har-
rison counties, and covering 228 square miles.

Messrs. W. H. Griffin, E. C. Bebb and Basil Duke, assisted by Mr.
C. H. Birdseye, mapped the Ohio portion of the Clarington quadrangle,
amounting to 177 square miles, covering portions of Belmont and Mon-
36 PROGRESS REPORT

roe counties. With the assistance of Messrs. Duncan Hannegan and
C. L. Sadler, this party also completed the mapping of the Woodsfield
quadrangle, lying in portions of Guernsey, Noble, Belmont and Monroe
counties, and covering 229 square miles. Later, Messrs. Griffin and
Sadler and party completed the mapping of the Hamilton quadrangle
in portions of Butler and Hamilton counties, and ccvering 231 square
miles. The same party procured secondary control for the Bethany
quadrangle, in portions of Butler, Warren and Hamilton counties.

Messrs. Van H. Manning and W. J. Lloyd, aided by Mr. Sadler and
parties, completed the mapping of the New Matamoras quadrangle, lying
in portions of Washington and Monrce counties and covering 230 square
miles, 85 of which were mapped in 1902. Mr. Manning, assisted by
Messrs. H. L. Johnston and C. G. Anderson, completed the mapping of
the Athens quadrangle in portions of Athens, Morgan and Hocking
counties, and covering an area of 231 square miles. The same party
secured the control of Sycamore quadrangle, lying in portions of Craw-
ford and Wyadot counties. Later in the season Messrs. Merrill Hackett
and C. H. Birdseye completed the mapping of 116 square miles of its
area. Mr. Manning’s party also procured. secondary control for the
following quadrangles: Cutler, in the counties of Athens, Washington
and Morgan; Dayton, in the counties of Miami, Montgomery, Greene
and Clark; Lima, in the counties of Allen and Auglaize; Mt. Sterling,
in the counties of Fayette, Madison and Ross; Orland, in the ccunties
of Vinton, Hocking and Athens; Springfield, in the counties of Clark
and Greene; and Tiffin, in Seneca county.

The parties in charge of Messrs. M. Hackett and C. W. Goodlove
completed the mapping of the Macksburg quadrangle, covering
230 square miles, lying in portions of Washington, Monroe and
Noble counties. Mr. Hackett also had charge of a party which completed
the mapping of the Marion quadrangle, lying in portions of Marion,
Wyandot and Crawford counties, and covering 227 square miles.

Mr. Hoyt L. Johnson, assisted by Mr. J. T. MeCoy, completed the
Salineville quadrangle, commenced in 1902. They mapped 200 square
miles, covering portions of Carroll, Columbiana and Jefferson coun-
ties.

During July and August Mr. Hannegan, and thereafter Mr. Good-
love, had charge of a party which completed the mapping of Akron and
Kent quadrangles, lying in portions of Summit, Portage and Medina
counties, and covering 456 square miles.

Messrs. Robert D. Cummin and Robert Coe and party completed
the mapping of the Ashtabula quadrangle, covering portions of Ashta-
bula county, the land area of which quadrangle is 117 square miles. The
same party also completed the mapping of the Madison quadrangle,
covering a portion of Lake county, and having a land area of 53 square
TOPOGRAPHIC SURVEY. 37

miles; and the mapping of the Mentor quadrangle, lying in portions of
the counties of Lake, Geauga a Cuyahoga, and covering a land area
of 187 square miles.

Mr. W. N. Morrill, assisted by Mr. J. R. McMillan and party, com-
pleted the Ohio portion, 10 square miles in area, of the Belleville quad-
rangle, lying in portions of Meigs, Athens and Washington counties.
His party mapped the Ohio portion of the New Martinsville quadrangle,
covering 80 square miles, lying in parts of Monroe county. Mr. Morrill’s
party procured partial control for the St. Mary’s quadrangle, lying in

portions of Washington county.

Office Work. The office work of drafting the 17 quadrangles com-
pleted during the season was executed the following winter. All of the
precise and primary levels run during the preceding seasons underwent
extensive adjustment, and ‘the elevations according to this adjustment
were presented in the 1904 report. Eighteen quadrangles surveyed in
1901 were engraved and printed during the three months following the
close of this season.

Resume for 1908. During the season there were mapped 3,017
square miles of the State; 2,056 trigonometric locations were determined ;

. 7,778 miles of spirit levels were run, during which 209 permanent bench
marks were established, and 30,908 elevations established in addition ;
13,611 miles of road traverse were run. In all, nine parties were engaged
during the season in work on 27 quadrangles, 17 of which were com-
pleted, namely: Akron, Ashtabula, Athens, Belleville, Clarington, Flush-
ing, Hamilton, Kent, Macksburg, Madison, Marion, Mentor, New Mar-
tinsville, New Matamoras, Salineville, St. Clairsville and Woodsfield.
In addition, ten sheets were partially surveyed, namely: Bethany, Cut-
ler, Dayton, Lima, Mt. Sterling, Orland, Springfield, St. Mary’s, Syca-
more and Tiffin. In addition to this, the office work mentioned in the
preceding paragraph was done.

SEASON oF 1904.

Field work was begun about the middle of May and continued until
the middle of December.

Horizontal Control. During the months of May, June, July, August,
September and December, Messrs. C. B. Kendall and J. R. Ellis extended
the horizontal control by traverse over portions of the counties of Allen,
Columbiana, Cuyahoga, Geauga, Lake, Mahoning, Medina, Pike, Put-
nam, Ross, Scioto, Summit and Trumbull, in the northeastern and south-
central portion of the State. There were run 592 miles of traverse for
the primary horizontal control of fourteen quadrangles, covering
38 PROGRESS REPORT

3,150 square miles. A list of traverse stations and other geographic
positions, with descriptions, is as given in Appendix E of this report.

Topographic Mapping. Mr. W.N. Morrill and party completed the
survey of the Chardon quadrangle, covering 227 square miles, lying in
portions of Ashtabula, Geauga and Lake counties; the Medina quad-
rangle, covering 225 square miles, lying in portions of Lorain and Medina
counties, and the Wellington quadrangle, covering 225 square miles,
lying in portions of Ashland, Lorain and Medina counties. The same
party completed the survey of the Ohio portion of the Conneaut quad-
rangle, covering 162 square miles, lying in portion of Ashtabula county.’
Mr. Morrill’s party also controlled the Andover and Jefferson quad-
rangles, lying in portions of .Ashtabula county; and partly controlled
the Chagrin Falls quadrangle, lying in portions of Cuyahoga, Geauga,
Portage and Summit counties,

Mr. M. Hackett and party-completed the survey of the Lima quad-
rangle, covering 227 square miles, situated in portions of Allen, Auglaize
and Logan counties, and the survey of the Sycamore quadrangle, which
was commenced in 1908, lying in portions of Crawford, Seneca ahd
Wyandot counties. The total area covered by this quadrangle is 226
square miles. The portion surveyed in 1904 covered 121 square miles. |
The same party also controlled the following quadrangles: Arlington,
situated in portions of Hancock, Hardin and Wyandot counties; Bluff-
ton, situated in portions of Allen, Hancock, Hardin and Putnam coun-
ties; and Upper Sandusky, situated in portions of Hancock, Seneca and
Wyandot counties.

Mr. M. Hackett, assisted by R. C. McKinney, also completed the
survey of the Tiffin quadrangle, covering 225 square miles, lying in
portions of Seneca county.

Messrs. D. E. Harrison and A. O. Burkland completed the mapping
of the Chester Hill quadrangle, covering 231 square miles, lying in por-
tions of Athens, Morgan and Washington counties.

Messrs. F. Sutton, W. H. Griffin, R. W. Berry and C. L. Sadler
completed the Dayton quadrangle, covering 229 square miles, lying in
portions of Clark, Greene, Miami and Montgomery counties.

Messrs. W. H. Griffin, C. L. Sadler and R. W. Berry and party
completed the Springfield quadrangle, covering 229 square miles, lying
in portions of Clark and Greene counties.

Messrs. W. H. Griffin and party also controlled the following quad-
rangles: Blanchester, lying in portions of Clinton and Warren counties ;
Brookville, lying in portions of Darke, Miami and Montgomery counties ;
London, lying in Madison county; South Charleston, lying in portions
of Clark, Greene and Madison counties; and West Manchester, lying in
portions of Darke and Preble counties.

Messrs. C. W. Goodlove, W. H. Lovell and W. H. S. Morey com-
TOPOGRAPHIC SURVEY. ; 39

pleted the survey of the Zaleski quadrangle, in portions of Athens,
Hocking and Vinton counties. This quadrangle covers an area of 231
square miles.

Messrs. C. W. Goodlove and W. H. 8. Morey and party completed
the survey of the Kent quadrangle, which had been started in 1903.
This quadrangle covers an area of 225 square miles, lying in portions
of Portage and Summit counties. Of this, 75 square miles were sur-
veyed in 1904.

Mr. C. W. Goodlove and party also completed the survey of the
Mt. Sterling quadrangle, covering 230 square miles, lying in portions
of Fayette, Madison, Pickaway and Ross counties.

Messrs. W. H. Lovell, W. J. Lloyd, R. C. McKinney and A. O. Burk-
land surveyed 156 square miles of the Pomeroy quadrangle, situated in
portions of the counties of Athens, Gallia and Meigs.

Messrs. W. H. Lovell and W. J. Lloyd and party also controlled the
Keno quadrangle, in portions of Athens and Meigs counties.

Messrs. W. H. Lovell and D. C. Harrison and party controlled the
Wilkesville quadrangle, in portions of Gallia, Jackson, Meigs and Vinton
counties.

Mr. W. H. Lovell and party partly controlled the Athalia quad-
rangle, in portions of Gallia and Lawrence counties; and the Bidwell
quadrangle, in portions of Gallia, Jackson, and Lawrence counties.

Mr. A. M. Walker and party completed the survey of the St. Mary’s
quadrangle, which was started in 1903. The total area covered by this
quadrangle in Ohio is 43 square miles, lying in Washington county. The
area surveyed during the season of 1904 is 43 square miles.

Office Work. During the winter months three quadrangles which
were surveyed in 1902, were completely inked; eight quadrangles sur-
veyed in 1903 were completely inked, and one surveyed in 1904 was

completely inked. Eighteen other quadrangles were partly inked.
Computations of latitudes, departures and positions was completed
by Messrs G. F. Hawkins, J. R. Ellis, C. B. Kendall and E. L. MeNair,
under the supervision of Mr. 8. 8. Gannett.

Level adjustment of Belleville, Ashtabula, Madison, Painesville,
Mentor, Kent, Akron, Woodsfield, Cutler, Athens, Tiffin, Sycamore,
Marion, Mt. Sterling, Lima, Springfield, Dayton, Union and Hamilton
quadrangles was made by Messrs. D. H. Baldwin and A. P. Meade,
under the supervision of Mr. S. 8. Gannett.

During the year eight quadrangles, named respectively the Berea,
Scio, Westerville, Wellsville, Steubenville, Cameron, Marietta and
Parkersburg, were engraved and printed. Also one special sheet of
Cleveland and vicinity was printed.

Photolithographs, or black prints, of sixteen quadrangles surveyed
during 1903 were printed during the early part of the year.
40 PROGRESS REPORT

Resume, 1907. The results of the work in the field for the season
were as follows: Fourteen atlas sheets were completely mapped to a scale
of 1:62,500, or about one mile per inch, and to a contour interval of 10
feet or 20 feet, depending upon whether the tract lay in the flat or rough
portion of the State. In addition to these the Kent quadrangle, which
was reported in 1903 as nearly complete, was completed. Sixteen quad-
rangles were partially surveyed to the same scale and contour interval.
The total area covered by these surveys was about 3,263 square miles.
The area covered by primary control was in addition about 3,150 square
miles.

In the course of these surveys 1,239 secondary trigonometric loca-
tions were carefully made; 13,155 linear miles of road traverse were run
by means of which every road bend and every house were located ; 6,032
miles of spirit levels were run, in the course of which 26,172 useful eleva-
tions were determined, and 158 permanent bench marks were established.
Some slight additions were also made to two sheets previously mapped,
namely, the Steubenville and Delaware.

The quadrangles completely surveyed were as follows: Chardon,
Chester Hill (Cutler), Conneaut (O.-Pa.), Dayton, Lima, Mason
(Bethany), Medina, Mt. Sterling, Springfield, St. Marys (W. Va.-O.),
Sycamore, Tiffin, Wellington, and Zaleski (Orland).

Those quadrangles partially surveyed having horizontal control
completed were as follows: Andover (O.-Pa.), Arlington, <Athalia
(O.-W. Va.), Bidwell, Blanchester, Bluffton, Brockville, Chagrin Falls,
Jefferson, Keno (0.-W. Va.), London, Pomeroy (O.-W. Va.), South
Charleston, Upper Sandusky, West Manchester, and Wilkesville, cover-
ing portions of 11 counties, namely: Clinton, Cuyahoga, Darke, Gallia,
Hancock, Hardin, Jackson, Lawrence, Meigs, Preble and Putnam.

Primary control was extended over six quadrangles in the vicinity
of Youngstown, and over four lying between Portsmouth and Circle-
ville.

In addition, the above mentioned office work was done.

SEASON OF 1905.

Field work for this season was started ahout the middle of April
and continued until the middle of December.

Horizontal Control. Mr. J. R. Ellis and party ran primary traverse
for the control of 17 quadrangles lying in parts of the counties of Coshoc-
ton, Defiance, Fairfield, Fulton, Ilenry, Licking, Lucas, Morgan, Mus-
kingum, Noble, Paulding, Perry, Williams, and Wood, in the south-
eastern and northwestern part of the State. There were run 658 miles
TOPOGRAPTITC SURVEY. 4]

of primary traverse controlling an area of about 3,825 square miles. A
total of 2,828 stations were occupied. A list of traverse stations and
other geographic positions is given in Appendix E of this report.

Precise Levels. During the month of October, Mr. EF. L. McNair
ran 52 miles of precise levels from Chillicothe to Columbus determining
21 elevations precisely, 17 of which were on permanent monuments. .

Topographic Mapping. My. Frank Sutton, assisted by Messrs. D. C.
Harrison and J. N. Williamson and party, completed the mapping of
the Andover quadrangle, covering a part of Ashtabula county, in Ohio,
and extending into Pennsylvania, and containing in all 206 square
miles.

Mr. Frank Sutton, assisted by Messrs. D. C. Harrison and M.
_ Hackett and party, completely controlled and surveyed 51 square miles
of the Ravenna quadrangle, covering portions of Mahoning, Portage and
Trumbull counties, in Ohio.

Messrs. D. C. Harrison, A. O. Burkland, A. C. McKinney and W.
H. 8. Morey completed the mapping of the Garrettsville quadrangle,
covering 224 square miles, and lying in pene of Geauga, Trumbull
and Portage counties.

Messrs. D. C. Harrison, A. O. Burkland and W. H. 8. Morey and
party completed the mapping of the Bristolville quadrangle, covering
224 square miles, lying in Trumbull county. The same party also com-
pleted the Kinsman quadrangle, containing 207 square miles, lying
partly in Trumbull county, Ohio, and extending into Pennsylvania.

Messrs. D. C. Harrison and A. O. Burkland and party also com-
pleted the control of the Youngstown quadrangle and mapped 7 square
‘ miles of the same. This quadrangle covers portions of Mahoning and
Trumbull counties, in Ohio, and extends into Pennsylvania.

Mr. D. C. Harrison, assisted by Messrs. W. G. Harger and J. N.
Williamson, completed the mapping of the Jefferson quadrangle, cover-
ing 223 square miles, lying in Ashtabula county.

Mr. D. C. Harrison and party also controlled the Chagrin Falls
quadrangle, covering portions of Cuyahoga, Geauga, Portage and Sum-
mit counties; and the Warren quadrangle, covering portions of Mahoning
and Trumbull counties.

Mr. A. O. Burkland, assisted by Mr. W. H. S. Morey and party,
completed the mapping of the Wilkesville quadrangle, covering 231
square miles, and lying in portions of Athens, Gallia, Jackson, Meigs
and Vinton counties.

Mr. A. O. Burkland and party controlled the Ashland quadrangle,
lying in portions of Ashland and Richland counties; and the West
Salem quadrangle, lying in portions of Ashland, Medina and Wayne
counties. The same party also revised the mapping of 122 square miles
of the Mentor quadrangle.
42 PROGRESS REPORT

Mr. R. C. McKinney and party completed the mapping of the South
Charleston quadrangle, covering 229 square miles, lying in parts of
Clark, Greene and Madison counties.

Messrs. A. Pike and R. C. McKinney and party completed the map-
ping of the Bluffton quadrangle, lying in parts of Allen, Hancock,
Hardin and Putnam counties, and covering an area of 226 square
miles.

Messrs. W. J. Lloyd, J. R. Eakin, L. 8. Leopold and H. L. McDonald
completed the Keno quadrangle, covering 220 square miles, lying partly
in West Virginia and partly in Athens and Meigs counties, Ohio.

Messrs. W. J. Lloyd and H. L. MeDonald and party completed the
mapping of 72 square miles of the Pomeroy quadrangle, which had been
started in 1904. This quadrangle covers an area of 228 square miles,
and lies partly in Athens, Gallia and Meigs counties-in Ohio, and partly
in West Virginia.

Mr. J. R. Eakin and party controlled the following quadrangles:
Athalia, Bidwell, Glenwood and Point Pleasant, lying in portions of
Gallia, Jackson and Lawrence counties; and the Ravenswood quadrangle,
lying in part of Meigs county.

Messrs. W. H. Griffin and E. C. Garvin and party completed the
mapping of the London quadrangle, lying in Madison county, and cover-
ing an area of 229 square miles.

Mr. W. H. Griffin and party also completed the mapping of the
Blanchester quadrangle, covering an area of 231 square miles, lying in
parts of Clinton, Highland and Warren counties. The same party also
controlled the Chillicothe quadrangle, in parts of Pickaway and Ross
counties; the Middletown quadrangle, in parts of Butler, Montgomery ~
and Warren counties; and the Waverly quadrangle, in parts of Jackson,
Pike, Ross and Vinton counties.

Mr. C. W. Goodlove and party completed the mapping of the Brook-
ville, West Manchester and Greenville quadrangles. The first covers an
area of 229 square miles, lying in portions of Darke, Miami and Mont-
gomery counties; the second an area of 229 square miles, lying in parts
of Darke and Preble counties; and the third covers an area of 228 square
miles, lying in Darke county. The same party partly controlled the
Loramie quadrangle, lying in parts of Auglaize, Mercer and Shelby
counties, and fully controlled in St. Henry quadrangle, lying in parts of
Darke and Mercer counties.

Mr. M. Hackett and party completed the mapping of the Arlington
and Upper Sandusky quadrangles. The Arlington quadrangle covers
an area of 226 square miles, lying in portions of Hancock, Hardin and
Wyandot counties. The Upper Sandusky quadrangle covers an area of
226 square miles, in parts of Hancock, Seneca and Wyandot counties,
The same party controlled the Columbus Grove quadrangle; in parts of
TOPOGRAPHIC SURVEY. 43

Allen and Putnam counties; and the New London quadrangle, in parts
of Ashland, Huron and Lorain counties. Further, this party revised
the mapping of 2 square miles of the Sandusky quadrangle.

Office Work. During the office season of 1905 thirteen sheets were
completely inked and ten were partially inked. Messrs. G. F. Hawkins,
J. R. Ellis, C. A. Clunet and W. H. Lovell nearly completed the compu-
tation of 2,278 latitudes and departures and 400 geographic positions in
Columbiana, Pike, Mahoning, Ross, Scioto and Trumbull counties, under
the general supervision of Mr. 8S. 8. Gannett.

Level adjustments of Chardon, Conneaut, Jefferson, Keno, London,
Medina, South Charleston and Wilmington quadrangles was made by
Messrs. D. H. Baldwin and A. P. Mead; of Arlington, Bluffton and
Upper Sandusky quadrangles by Mr. Fred Groff, Jr., under supervision
of Mr. 8. S. Gannett.

During the year, fifteen quadrangles were engraved and printed.
These were Akron, Ashtabula, Athens, Belleville, Clarington, Flushing,
Hamilton, Macksburg, Marion, New Martinsville, New Matamoras,
Salineville, St. Clairsville, Perry and Woodsfield.

Resume, 1905. The results of the work in the field for the season
were as follows: A complete and accurate map was made for publication
on the scale of 1:62,500, with contour intervals of 10 and 20 feet, of
3,660 square miles of the area of the State, which is represented on the
following 17 sheets: Andover (O.-Pa.), Arlington, Blanchester, Bluffton,
Bristolville, Brookville, Garrettsville, Greenville, Jefferson, Keno
(0.-W. Va.), Kinsman (0.-Pa.), London, Pomeroy (O.-W. Va.), South
Charleston, Upper Sandusky, West Manchester and Wilkesville. In
addition 180 square miles were mapped over the edges of sheets within
the State which were incorporated in future mapping.

Of the following 18 quadrangles 17 were completely controlled, and
in addition to the above 64 square miles were mapped on two of them.
These sheets are Athalia, Ashland, Bidwell, Chagrin Falls, Chillicothe,
Columbus Grove, Glenwood, Loramie, Middletown, New London, Point
Pleasant, Ravenna, Ravenswood, St. Henry, Warren, Waverly, West
Salem and Youngstown.

During the season 194 secondary trigonometric points were care-
fully located; there were run 10,425 linear miles of road traverse; there
were run 8,622 miles ‘of spirit levels, in the course of which 44,959 eleva-
tions were accurately determined and 236 permanent bench marks estab-
lished.

Some revision work was done in the mapping of the Mentor and
Sandusky sheets, and check levels were run on the Medina and Welling-
ton sheets.

In addition the above outlined office work was done.
44. PROGRESS REPORT

SEASON OF 1906.

Field work began in April and continued until November 12th. A
small amount of work was done in December.

Horizontal Control. Mr. J. R. Ellis and party ran 406 miles of
accurate primary traverse for the control of 8 quadrangles, covering the
counties of Carroll, Crawford, Fairfield, Gallia, Hocking, Holmes, Huron,
Jackson, Lawrence, Pickaway, Richland, Scioto, Stark, Tuscarawas,
Vinton and Wayne, in the central-southern and northeastern part of the
State. In the course of this work a total of 2,044 stations were occupied.
A list of the traverse stations and other geographic positions is given
in Appendix FE of this report.

Precise Levels. Messrs. W. H. Monahan and C. H. Semper and
parties ran 289 miles of precise levels for reduction of spirit levels to
mean sea level covering the counties of Coshocton, Defiance, Franklin,
Fairfield, Guernsey, Henry, Holmes, Harrison, Licking, Morgan, Mus-
kingum, Noble, Paulding, Perry, Pike, Putnam, Scioto, Tuscarawas and
Wood, thereby establishing 627 elevations and 89 permanent bench
marks.

Topographic Mapping. Messrs. M. Hackett, W. H. Lovell and C. H.
Birdseye and party completed the mapping of the Ashland quadrangle,
covering 226 square miles, lying in portions of Ashland, Richland and
Huron counties. :

Messrs. M. Hackett and J. M. Whitman and party completed the
mapping of Chagrin Falls quadrangle, covering 224 square miles, lying
in parts of Cuyahoga, Geauga, Summit and Portage counties.

Messrs. M. Hackett and C. E. Griffin and party controlled the Alli-
ance quadrangle in Columbiana, Mahoning, Portage and Stark coun-
ties.

Mr. M. Hackett and party also completed the mapping of the New
London quadrangle, covering 225 square miles, in portions of Ashland,
Huron and Lorain counties; and the Ravenna quadrangle, covering 225
square miles, in portions of Mahoning, Portage and Trumbull counties.
Of the Ravenna quadrangle, 51 square miles were mapped in 1905.

Mr. W. H. Griffin and party completed the mapping of the Columbus
Grove quadrangle, covering 226 square miles, lying in Allen and Putnam
counties, and the Deshler quadrangle, covering 225 square miles, lying
in portions of Hancock, Henry, Putnam and Wood counties. The same
party controlled the Continental, Defiance, MeClure, Napoleon and
Ottawa quadrangles, lying in portions of Defiance, Fulton, Henry, Lucas,
Putnam, Paulding, Williams and Wood counties.

Messrs. B. Duke, J. M. Whitman, H. L. McDonald and W. H. 8.
Morey completed the mapping of the Athalia quadrangle, covering 217
TOPOGRAPHIC SURVEY. 45

square miles, lying partly in portions of Gallia and Lawrence counties,
and partly in West Virginia.

Messrs. H. L. McDonald and W. H. 8S. Morey and party completed
the mapping of the Bidwell quadrangle, covering 226 square miles, lying
in portions of Gallia, Jackson and Lawrence counties.

Messrs. W. H. 8. Morey, J. L. Gayetty, J. R. Eakin and E. L.
Hopkins completed the mapping of the 36 square miles of the Glenwood
quadrangle, lying in Gallia county, Ohio. The remainder of this quad-
rangle lies in West Virginia.

Messrs. A. P. Meade, Jr., and C. Hl. Birdseye completed the map-
ping of the Waverly quadrangle, lying in portions of Jackson, Pike, Ross
and Vinton counties. The quadrangle covers an area of 232 square
miles.

Messrs. C. W. Goodlove and W. L. Miller and party completed the
mapping of the Chilicothe quadrangle, covering 231 square miles, lying
in portions of Pickaway, Ross and Vinton counties.

Messrs. C. W. Goodlove and R. C. McKinney and party completed
the mapping of the Middletown quadrangle, covering 230 square miles,
lying in parts of Butler, Preble, Montgomery and Warren counties.

Mr. R. C. McKinney and party completed the St. Henry quadrangle,
covering 228 square miles, lying in Darke and Mercer counties.

Mr. R. H. Reineck and party mapped the 50 square miles of the
Ravenswood quadrangle, lying in Meigs county, Ohio. The remainder of
this quadrangle lies in West Virginia.

Mr. W. C. Hall and party completed the mapping of the West
Salem quadrangle, covering 226 square miles, lying in parts of Ashland,
Medina and Wayne counties.

Mr. D. C. Harrison and party completed the mapping of the Warren
quadrangle, covering 225 square miles, lying in portions of Mahoning
and Trumbull counties, and the Youngstown quadrangle, covering 201
square miles, lying in portions of Mahoning and Trumbull counties. The
Youngstown quadrangle extends into Pennsylvania. The same party
also controlled the Columbiana and Lisbon quadrangles, lying in parts
of Columbiana and Mahoning counties.

Mr. C. C. Bassett and party controlled the Logan, Newark, Lancaster
(Sugar Grove), Thornville and Thurston quadrangles, lying in portions
of Fairfield, Hocking, Knox, Licking, Perry and Pickaway counties.

Office Work. During the year fifteen quadrangles were engraved
and printed. These were: Chardon, Chesterhill, Conneaut, Dayton, Kent,
Lima, Mason, Medina, Mentor, Mt. Sterling, Springfield, St. Marys,
Sycamore, Tiffin and Wellington.

Of fifteen others photolithographs were made. These quadrangles
were: Andover, Arlington, Bluffton, Blanchester, Bristolville, Brookville,
46 PROGRESS REPORT

Garrettsville, Greenville, Keno, Kinsman, London, Pomeroy, South
Charleston, Upper Sandusky and West Manchester.

Resume, 1906. The results of the work in the field for the season
were as follows: A complete and accurate map for publication on the
scale of 1:62,500, with contour intervals of 10 and 20 feet, of 3,500 square
miles of the area of the State, which is represented on the following 18
sheets, namely: Ashland, Athalia (O.-W. Va.), Bidwell, Chillicothe,
Chagrin Falls, Columbus Grove, Deshler, Glenwood (0.-W. Va.), Middle-
town, New London, Point Pleasant (0.-W. Va.), Ravenna, Ravenswood
(0.-W. Va.), St. Henry, Warren, Waverly, West Salem, and Youngs-
town (0.-Pa.). In addition 119 square miles were mapped over the edges .
of these sheets. Such parts of the sheets as lie in the adjoining States
of Pennsylvania and West Virginia have been mapped in cooperation
with those States. All the following thirteen sheets uncompleted in the
field were controlled during the season, namely: Alliance, Columbiana,
Continental, Defiance, Lisbon, Logan, McClure, Napoleon, Newark,
Ottawa, Sugar Grove, Thornville and Thurston.

In conection with this mapping there were located 450 secondary
trigonometric points; 7,601 miles of spirit levels were run, in the course
of which 54,225 elevations and 97 permanent bench marks were estab-
lished. There were run 9,452 linear miles of road traverse, every bend
and every house being accurately located.

Also the previously mentioned work on primary traverse, precise
levels, and in the office was done.

SEASON OF 1907.

Field work was begun in May and continued until the middle of
December.

Horizontal Control. Mr. C. B. Kendall and party ran 299 miles of
accurate primary traverse for the control of seven quadrangles, covering
the counties of Ashland, Athens, Coshocton, Holmes, Knox, Morgan,
Perry, Washington and Wayne, in the southeastern and central part of
the State. In the course of this work a total of 2,565 stations were occu-
pied. A list of the traverse stations and other geographic positions is
given in Appendix E of this report.

Topographic Mapping. Mr. R. C. McKinney and party completed
the Ottawa quadrangle, covering 225 square miles, lying in Defiance,
Henry and Putnam counties, and the Continental quadrangle, covering
225 square miles, lying in Defiance, Henry, Paulding and Putnam coun-
ties.

Messrs. R. C. McKinney and R. D. Cummin completed the mapping
TOPOGRAPHIC SURVEY. 47

of the McClure quadrangle, covering 225 square miles, lying in Fulton,
Henry, Lucas and Wood counties.

Messrs. R. C. McKinney, R. D. Cummin, J. H. Jennings and W. H.
Lovell completed the mapping of the Lancaster quadrangle, covering
230 square miles, lying in the counties of Fairfield, Hocking and Pick-
away.

Mr. R. D. Cummin and party completed the mapping of the Napo-
leon quadrangle, covering 225 square miles, lying in Defiance, Fulton
and Henry counties, and of the Defiance quadrangle, covering 225 square
miles, lying in Defiance, Fulton, Paulding and Williams counties.

Messrs. J. H. Jennings, W. H. Monahan and J. 8. B. Daingerfield
completed the mapping of the Newark quadrangle, covering 228 square
miles in Knox and Licking counties, and of the Logan quadrangle, cover-
ing 230 square miles, in Fairfield, Hocking and Perry counties.

Messrs. J. H. Jennings, W. H. Lovell and J. M. Flocker completed
the mapping of the Thurston quadrangle, covering 230 square miles, in
Fairfield and Licking counties.

Messrs. J. H. Jennings, W. H. Monahan, I. M. Flocker and W. H. 8.
Morey completed the mapping of the Thornville quadrangle, covering
230 square miles, lying in Fairfield, Licking and Perry counties.

Mr. J. M. Whitman and party completed the mapping of the Colum-
biana quadrangle, covering 208 square miles, lying in Columbiana and
Mahoning counties.

Mr. C. W. Goodlove and party completed the mapping of the Lisbon
quadrangle, covering 226 square miles, in portions of Columbiana and
Mahoning counties. —

Messrs. C. W. Goodlove and I. M. Flocker and party completed the
mapping of the Alliance quadrangle, covering 226 square miles, lying in
portions of Columbiana, Mahoning, Portage and Stark counties.

Mr. J. H. Jennings and parties controlled the Granville, Frazeys-
burg, Zanesville and New Lexington quadrangles lying in portions of
Athens, Coshocton, Hocking, Knox, Licking, Morgan, Muskingum and
Perry counties; and partly controlled the Philo, Conesville, Cambridge,
McConnellsville and Caldwell quadrangles, covering portions of Coshoc-
- ton, Guernsey, Morgan, Muskingum, Noble, Tuscarawas and Washington
counties.

Office Work. During the year the following sixteen quadrangles
were engraved, namely: Andover, Arlington, Blanchester, Bluffton,
Brookville, Garrettville, Greenville, Keno, Kinsman, London, Pomeroy,
Ravenna, Charleston, Upper Sandusky, West Manchester and Zaleski.

Of nine others photolithographs were made. These quadrangles
were: Athalia, Bidwell, Columbus Grove, Deshler, Glenwood, Middle-
town, Ravenswood, St. Henry and Waverly.

Resume, 1907. The results of the work in the field for the season
48 PROGRESS REPORT

were as follows: Complete and accurate map for publication on seale of
1:62,500, with contour intervals of 10 and 20 feet, of 2,933 square, miles
of the area of the State, which is represented on the following thirteen
sheets, namely: Alliance, Columbiana (O.-Pa.), Continental, Defiance,
Lancaster, Lisbon, Logan, McClure, Napoleon, Newark, Ottawa, Thorn-
ville and Thurston. In addition 86 square miles were mapped over the
edges of these sheets.

Such parts of the Columbiana quadrangle as lies in the State of
Pennsylvania have been mapped in cooperation with that State.

Of the following nine sheets, four were completely controlled,
namely: Granville, Frazeysburg, Zanesville and New Lexington, and five
were horizontally controlled, namely: Philo, Conesville, Cambridge,
MeConnellsville and Caldwell.

During the season 4,064 secondary trigonometric points were care-
fully located. There were run 5,259 linear miles of road traverse, every
bend and every hcuse being accurately located; there were run
944 miles of primary and 5,922 miles of secondary levels, in the course
of which 40,484 elevations were accurately determined and marked, and
218 permanent bench marks established.

One party extended the primary traverse, as outlined above, and in
addition the above mentioned office work was done.

SEASON OF 1908.

Field work was begun in April and continued until the middle of
December.

Primary Traverse. Mr. J. R. Ellis and party ran 23 miles of pri-
mary traverse in the Eaton and Liberty quadrangles in Butler and
Preble counties, in the southwest part of the State. The line started from
a primary traverse position near Oxford and followed highways north
along west border of quadrangle, connecting with a position near West
Florence located by primary traverse. Jn the course of this work 93
stations were occupied, of which five were monumented stations. Of the
five monumented stations three were newly set, the other two being bench
mark tablets.

Leveling. During the year leveling was done in New Comerstown,
Coshocton, Frazeysburg, Conesville and Cumberland quadrangles by C.
H. Semper; in Eaton, West Manchester, Caldwell, Cambridge, MeCon.
nelsville and Philo quadrangles hy H. B. Hoel; in New Lexington and
Zanesville quadrangles by T. A. Green; in Antrim, Caldwell, Cambridge,
Conesville. McConnelsville, Philo and Summerfield quadrangles by E. C.
Bibbie; in Cumberland and Philo quadrangles by H. W. Peabody; in
Antrim quadrangle by F. H. West.
TOPOGRAPHIC SURVEY. 49

In the course of this work 554 miles of primary levels were run and
157 permanent bench marks were established. A great amount of sec-
ondary levels were run for the purpose of establishing elevations of road
intersection, painting elevations on fences and other objects for the use
of the topographers in sketching, and for other purposes. By these sec-
ondary levels some 43,000 elevations were determined.

‘Topographic Sketching. Myr. C. W. Goodlove and party completed
the mapping of the Frazeysburg quadrangle, covering 229 square miles,
lying in Coshocton, Muskingum, Licking and Knox counties.

Messrs. J. H. Renshawe and H. H. Hodgeson completed the map-
ping of the Granville quadrangle, covering 229 square miles, lying in
Licking county.

Mr. C. D. 8. Clarkson, C. W. Goodlove, C. Hartmann, Jr., and H. H.
Hodgeson completed the mapping of the Philo quadrangle, covering 229
square miles, lying in Muskingum and Morgan counties.

Mr. C. Hartman. Jr., and party completed the mapping of the
McConnelsville quadrangle, covering 230 square miles, lying in Morgan
county.

Messrs. J. A. Duck and I. Graff, Jr., completed the mapping of the
New Lexington quadrangle, covering 230 square miles, lying in Perry,
Morgan, Athens and Hocking counties. Other parties under Mr. J. H.
Jennings, who had charge of the Ohio map, completed the topographic
sketching in the Conesville, Zanesville and Cambridge quadrangles and
partially sketched Lancaster, the work in the Lancaster quadrangle being
a revision of the work previously done. The area so sketched amounted
to 1,664 square iniles.

Office Work. During the year the following sheets were inked in the
office: Alliance, Columbiana, Defiance, Lancaster, Lisbon, Logan,
McClure, Napoleon, Newark, Ottawa, Thornville and Thurston. The fol-
lowing sheets were engraved: Alliance, McClure, Waverly, Deshler,
Columbus Grove, St. Henry, Ottawa, Ravenswood, Bidwell, Napoleon,
Athalia and Point Pleasant.

Resume, 1908. Twenty-three miles of primary traverse were run
and five traverse monuments were set. Five hundred fifty-four miles
of primary levels were run, and 157 permanent bench marks were set.
Over 1,600 square miles of area were mapped to a scale of 1:62,500, dur-
ing which the following quadrangles were completely surveyed: Cones-
ville, Continental, Frazeysbure, Granville, MceConnelsville, New Lexing-
ton, Philo and Zanesville. In addition the office work recounted in the
foregoing paragraph was executed.

4—T. §.
o0 PROGRESS REPORT
SEASON OF 1909.

Field work was begun in April and continued until the first of
December. :

Primary Traverse. My. J. R. Ellis and party ran 958 miles of accu-
rate primary traverse for the control of the following quadrangles:

Berne, Celina, Decatur, Delphos, Loramie, Spencerville, Van Wert,
Covington, Sidney, Troy, Lebanon, Waynesville, Greenfield, Octa, Sabina,
Xenia, Roxabel, Bainbridge, Era, Piketon, Batavia, Hillsboro and Lynch-
burg, lying in Van Wert, Mercer, Paulding, Putnam, Allen, Auglaize,
Shelby, Darke, Miami, Logan, Champaign, Clark, Warren, Montgomery,
Greene, Fayette, Ross, Highland, Madison, Clinton, Pike, Adams, Scioto,
Pickaway, Clermont and Brown counties.

In this work, a total of 4,302 stations were occupied, of which 97
were monumented stations. A list of the traverse stations and other
geographic positions is given in Appendix E of this report.

Leveling. During the year leveling was done in Antrim, Caldwell,
Coshocton, Cumberland, Eaton, Summerfield, Delphos, Uhrichsville, Car-
rollton, New Comerstown, Spencerville, Canal Dover, Loramie, Coving-
ton and Millersburg quadrangles, in Putnam, Paulding, Van Wert, Allen,
Mercer, Auglaize, Shelby, Darke, Miami, Preble, Butler, Tuscarawas,
Harrison, Guernsey, Morgan, Noble, Washington, Coshocton, Holmes,
Muskingum, Monroe, Carroll, Columbiana, Stark, Holmes and Wayne
counties. There were run 604 miles of primary levels and 4,332 miles of
secondary levels, in the course of which some 43,314 elevations were
determined and 137 permanent bench marks established.

Topographic Sketching. Messrs. J. H. Jennings, H. R. Rayner and
L. R. Ebert completed the mapping of the Uhrichsville quadrangle,
covering 227 square miles, lying in Tuscarawas, Harrison and Carroll
counties, and of the Summerfield quadrangle, covering 229 square miles,
lying in Noble, Monroe and Guernsey counties.

Mr. J. H. Jennings and party completed the mapping of the Cam-
bridge quadrangle, covering 228 square miles, lying in Guernsey, Mus-
kingum, Coshocton and Tuscarawas counties.

Mr. J. H. Jennings and parties sketched some 170 square miles of
Canal Dover quadrangle, lying in Tuscarawas, Carroll and Stark coun-
ties.

Messrs. C. W. Goodlove and O. H. Nelson completed the mapping
of the Spencerville quadrangle, covering 227 square miles, lying in Van
Wert, Allen, Auglaize and Mercer counties.

Mr. C. W. Goodlove completed the mapping of the Covington quad-
rangle, covering 228 square miles, lying in Miami, Shelby and Darke

counties.
Messrs. C. W. Goodlove and O. H. Nelson completed the mapping
TOPOGRAPHIC SURVEY. 51

of the Delphos quadrangle, covering 226 square miles, lying in Van Wert,
Putnam, Paulding and Allen counties.

Messrs. Goodlove and Hamm completed the mapping of the Eaton
quadrangle, covering 230 square miles, lying in Preble and Butler coun-
ties. :
Mr. J. A. Duck and party completed the mapping of the Caldwell
quadrangle, covering 230 square miles, lying in Morgan, Washington and
Noble counties.

Mr. F. Graff, Jr., completed the mapping of the Antrim quadrangle,
covering 228 square miles, lying in Guernsey, Harrison and Tuscarawas
counties.

Messrs. Nelson, Ebert and Sargent completed the mapping of the
Cumberland quadrangle, covering 229 square miles, lying in Guernsey,
Noble and Muskingum counties. ,

Messrs. Hackett and Hancock completed the mapping of the
Loramie quadrangle, covering 228 square miles, lying in Shelby,
Auglaize, Mercer and Darke counties.

Office Work. During the year the following sheets, surveyed the
preceding season, were inked: Conesville, Continental, Frazeysburg,
Philo, New Lexington, McConnelsville, Granville and Zanesville. The
following sheets were engraved: Columbiana, Defiance, Granville, Lan-
caster, Lisbon, Logan, Newark, Thornville, Thurston and Zanesville.

Resume, 1909. The results of the work in the field for the season
were as follows: Complete and accurate maps were made for publica-
tion on scale of 1:62,500, with contour intervals of 10 and 20 feet, of
about 1,450 square miles, surveys of the following eleven quadrangles
being completed: Antrim, Caldwell, Cambridge, Covington, Cumber-
land, Delphos, Loramie, Oxford, Spencerville, Summerfield and Uhrichs-
ville. Of primary traverse 958 miles were run, setting 97 permanent
monuments, and of primary levels 604 miles were run, setting 137 metal
bench marks. In addition office work was done as stated above.
52 : : PROGRESS REPORT

THE AREA OF OHIO.

BOUNDARIES.

The boundaries of our Commonwealth are in part not clearly
marked. The line between Pennsylvania and Ohio as originally estab-
lished in 1786 was carefully resurveyed, relocated, and remonumented
from 1878 to 1883 by a joint commission of the two States. The report
of this commission, made in 1883, was formally adopted by the General
Assembly by joint resolution of April 17, 1883, so that this boundary
is well defined. It deviates only slightly, as marked by the legal monu-
ments, from the true north and south line originally intended to be the
boundary.

The boundary between Ohio and West Virginia and Kentucky has
been placed at low water mark on the Ohio side of the river, in such
court decisions as have been rendered. The matter has never been liti-
gated by the States themselves as parties, but the question has been
carried to the United States Supreme Court by private parties, and the
decision of that court defined the boundary line as the intersection of
the water surface of the river at lowest stage with the beach on the
Ohio side. Some curious and inconvenient results therefrom have ac-
crued to the people of this State. In some of the counties bordering
on the river, local-option laws have banished the saloons. But some
enterprising distributers of liquid refreshments have fitted out thirst
parlors on shanty boats and anchored close enough to home to hold
their trade. The city of Cincinnati was obliged to go to Kentucky for
permission to draw its water supply from the big river. A charge for
doing this is made against the city by Kentucky. The genial’ people
of Kentucky do value water as a beverage—for others. It is likely that
further litigation in connection with this boundary will arise, for if the
seemingly accurate court-decided boundary is accepted as final, the
shifting sand bars in the river, and more especially the changing stage
of low water incident to the series of dams now being built, will make
a traveling boundary of this line for many years.

The boundary between Ohio and Indiana by the enabling act of
Congress of 1802 was designated as a line drawn due north from the
mouth of the Great Miami. There is very little dispute as to the actual
position of this boundary on the ground, although it is marked with
TOPOGRAPHIC SURVEY. / 53

hardly any formal monuments. The line as it exists upon the ground
is not a true meridian, as was found hy tests made by the Coast and
Geodetic Survey in 1891. These tests were made by observations for
longitude at three points along the line. Accepting an existing monu-
ment near the south end of the line as being truly located, its longitude
was compared with another at Union City, near the center of the boun-
dary, and with another on the L. 8. & M. 8. R. R., about fifteen miles
from the northern end. The results of the test showed that the points
at Union City and on the Lake Shore railroad were 3,819 and 4,954 tect
respectively east of the southern monument, and that the lines between
these points were also more or less crooked. No further steps have been
taken since then to definitely locate or monument this line. On the
State Iighway maps already alluded to on a previous page, the west-
ern houndary of the State agrees quite closely with these tests.

The boundary between Ohio and Michigan has been the subject of
much controversy and is not now definitely known. For interesting
history of the disputes on this boundary, the reader is referred to the
valuable papers published in the volumes of the Ohio Archaeological
and Historical Society. After much trouble over ‘the Fulton and
Harris lines, leading almost to actual warfare, the latter was finally
adopted after Congress had taken action in 1836. By definition the
Harris line, constituting the boundary, is that portion—lying east of
our west boundary—of a line running from the southernmost point of
Lake Michigan to the northernmost cape in the Maumee Bay. As to
the indefiniteness of the latter point the reader is referred 1o the Lake
Survey charts of this region. See also papers on the subject in the
volumes above mentioned. Land owners along this line still claim they
are paying taxes to both States on identical parcels of land in some
instances.

ESTIMATE,

The .estimate in the following table was made by taking the areas
of quadrangles lying wholly within the State from the Smithsonian
tables reproduced in Bulletin 214 of the U. 8. Geological Survey, and
the partial areas of quadrangles overlapping in other States from the
best obtainable maps of these quadrangles by planimeter measurement.
All the partial areas of quadrangles bordering on Lake Erie, Penn-
sylvania, and West Virginia are available from the maps of the Co-
operative Topographic Survey. The partial areas of quadrangles
bordering on Kentucky, Indiana, and Michigan were sealed by plani-
meter from pencil maps drawn for the State Highway Commissioner
to the scale of the present topographic maps, after adjusting the state
boundaries in accordance with the best data obtainable. Beginning at
the northwest corner of the State and tabulating areas by quadrangles
54

PROGRESS REPORT

vertically south—see red or blue map at the back of this report—the
results are as tabulated below.

 

 

 

 

 

 

PidOn seis adage 38.20 Montpelier ...... 179.84 Stryker ........- 183.93
Butler.......... 48.58 Bryan.......... 224.21 *Defiance .....--- 224,21
Smiley ......... 48.37 Paulding ....... 225.06 *Continental.....- 225.06
Decatur ....... 48.23 Van Wert....... 225.90 *Delphos......-.- 225.90
Berne ......-.-. 48.52 Celina.......... 226.73 *Spencerville ..... 226.73
Ft. Recovery ... 50.37 *St. Henry ......- 227 57 *Loramie........- 227.57
Union City ..... 53.27 *Greenville ...... 228.40 *Covington ...... 228 40
Richmond ...... 57.95 *W. Manchester... 229.22 *Brookville....... 229.22
Liberty......... 59.84 *Haton .......... 230.04 *Miamisburg.....- 230.04
Harrison ....... 63.08 *Hamilton ....... 230.86 *Mason .....-.--- 230 .86
Lawrencepurg. . 33.99: W. Cincinnati.... 139.53 *E. Cincinnati .... 185.02
Alexandria ...... 10.74
550.46 2,367 .36 2,427 .68
Wauseon ....... 190.66 Swanton ........ 196.81 *Toledo ......... 203 .49
*Napoleon ...... 224.21 *McClure......... 224.21 *Bowling Green .. 224.21
*Ottawa........- 225.06 *Deshler ......... 225.06 *Findlay ........ 225.06
*Columbus Grove. 225.90 *Bluffton......... 225 90 *Arlington ....... 225.90
TAME: o..2 oe caso 226.73 Alger ........... 226.73 Kenton ......... 226.73
Sidney ......... 227.57 Bellefontaine .... 227.57 Hast Liberty..... 227.57
TOW ia os aikas8 228.40 Urbana......... 228.40 Mechanicsburg .. 228 40
*Dayton......-.- 229.22 *Springfield ...... 229.22 *South Charleston. 229.22
Waynesville..... 230.04 Xenia........... 230.04 Octa............ 230.04
Lebanon........ 230.86 *Blanchester...... 230.86 Sabina ......... 230.86
Batavia ........ 231.67 Lynchburg ...... 231.67 Hillsboro........ 231.67
Bethel ......... 185.99 Georgetown ..... 214.37 West Union ..... 232.48
Maysville........ 16.89 Manchester ..... 68.79
2,656.31 2,707.73 2,784 .42
*Maumee Bay.... 173.50 *Oak Harbor ..... 96.26 *Put-in-Bay ..... 39.33
*EImore........- 224.21 *Fremont ........ 224.21 *Bellevue........ 183.03
*Fostoria ...-..- 225.06 *Tiffin ........... 225.06 Siam........... 225.06
“Upper Sandusky. 225.90 *Sycamore....... 225.90 Bucyrus......... 225.90
Larue: jou nese as 226.73 *Marion.......... 226.73 Mt. Gilead....... 226.73
Richwood ...... 227.57 *Delaware........ 227.57 Cardington ...... 227.57
Marysville ...... 228.40 *Dublin.......... 228.40 *Westerville ..... 228.40
*London ........ 229.22 *West Columbus .. 229.22 *East Columbus... 229.22
*Mt. Sterling..... 230.04 Era............. 230.04 Circleville ....... 230.04
Greenfield ...... 230.86 Roxabel 230.86 *Chillicothe....... 230.86
Bainbridge...... 231.67 Piketon ........ 231.67 *Waverly .....-..- 231.67
Peebles......... 232.48 Otway ......... 232.48 Scioto .......-.. 231.78
Vanceburg...... 85.58 Portsmouth ..... 82.46 Greenup ........ 79.78
2,771.22 2,690.86 2,589 .37
Kelleys Island... 8.64

*Sandusky....... 161.51 *Vermillion....... 147.44 *Oberlin ......... 209 .86
Norwalk........ 225.06 *New London..... 225.06 *Wellington ...... 225.06
Mansfield ...... 225.90 *Ashland......... 225.90 *West Salem ..... 225.90
Lexington ...... 226.73 Perrysville ...... 226.73 Plimpton........ 226.73
Fredericktown .. 227.57 Mt. Vernon...... 227.57 Brinkhaven...... 227.57
*Granville ....... 228.40 *Newark ........ 228.40 *Frrazeysburg .... 228.40
*Thurston ....... 229.22 *Thornville....... 229 22 *Zanesville ....... 229 .22
*Lancaster....... 230.04 *Logan.......... 230.04 *New Lexington .. 230.04
Laurelville...... 230.86 *Zaleski.......... 230.86 *Athens.......... 230.86
Jackson ........ 231.67 *Wilkesville ...... 231.67 *Pomeroy ....... 227.30
Oak Hill........ 232.48 *Bidwell........- 232.48 *Point Pleasant .. 97.18
*Tronton ........ 219.83 *Athalia ......... 217.23 *Glenwood ....... 38 82

Ceredo ......... 38.68 *Guyandot ....... 46.11 ~
2,716.59 2,698.71 2,396.94
TOPOGRAPHIC SURVEY. 55

 

 

 

 

*Euclid .......... 46.30 *Mentor.......... 186.78
*Berea .........- 217.84 *Cleveland ....... 223.16 *Chagrin Falls .... 224.21
*Medina........- 225.06 *Akron .......... 225.06 *Kent ........... 225.06
*Wooster ....... 225.90 *Massillon........ 225.90 *Canton.......... 225.90
Millersburg ..... 226.73 Navarre......... 226.73 Canal Dover .... 226.73
Coshocton ...... 227.57 New Comerstown 227.57 *Uhrichsville ..... 227.57
*Conesville ...... 228.40 *Cambridge ...... 228.40 *Antrim ......... 228 .40
*PhilOx nguce ese ne 229.22 *Cumberland ..... 229.22 *Summerfield .... 229.22
*McConnelsville .. 230.04 *Caldwell........ 230.04 *Macksburg ...... 230.04
*Chesterhill ..... 230.86 *Parkersburg ..... 194.62 *Marietta ........ 113.65
*Keno ........-- 217.90 *Belleville........ 9.88
*Ravenswood .... 49.76
2,309 . 28 2,066.88 2,117.56
TPerry caw ran wae « 53.05 *Ashtabula ...... 117.38 *Conneaut........ 159.83
*Chardon........ 223.36 *Jefferson ........ 223.36 *Andover........ 206 .02
*Garrettsville .... 224.21 *Bristolville ...... 224.21 *Kinsman ....... 206 .94
*Ravenna....... 225.06 *Warren ........- 225.06 *Youngstown .... 207.60
*Alliance ........ 225.90 *Lisbon ......... 225.90 *Columbiana ..... 208 .46
Carrollton ...... 226.73 *Salineville ...... 226.78 *Wellsville ....... 154.12
*Seio...... 2... 227.57 *Cadiz ....,..... 227.57 Steubenville ..... 125.50
“Flushing... 228.40 *St. Clairsville .... 228140°*Wheeling........ 40.45
*Woodsfield..... . 229.22 *Clarington....... 181.93 *Cameron ........ 1.32
*New Matamoras 218.79 *New Martinsville. 75.43
*St. Marys....... 39.93
2,122.22 1,955.97 1,310.24

Total of the foregoing figures—41,239 .74 sq. mi.

 

Summing up the columns the result is 41,239.74, or 41,240 square
miles nearly. This does not include any water areas in Lake Erie, nor
in the Sandusky and Maumee bays, which are about 54.5 and 17.7 square
miles respectively.

The 41,240 square miles, however, includes the islands in all waters
belonging to Ohio and all lake and river surfaces within the State. The
Mercer county reservoir contains about 20 square miles of water sur-
face; Indian Lake, 9.6; Buckeye Lake, an uncertain quantity approach-
ing 4.5 square miles; the Loramie reservoir, nearly 3 square miles; and
the Summit county lakes and reservoirs feeding the canal, named
Portage Lakes, less than 2 square miles. The area of the other natural
lakes within the State total between six and seven square miles, so that
the total lake surface within the State at present does not exceed 50
square miles. The water surfaces of the rivers within our Common-
wealth are much more indefinite than those of the lakes, but their areas
would total a larger figure than the latter. For example, if the Scioto
between Columbus and Portsmouth averaged three hundred feet wide
for a hundred miles of length, this area would amount to nearly six
square miles. Mr. Henry Gannett in 1881 in an Extra Census Bulletin
estimated the water surface of rivers and smaller streams at 140 square
miles. This was an estimate based on the maps on file in the General
Land Office, but as that bureau has not complete maps of all townships
56 PROGRESS REPORT

in the State, the figure must be regarded as only approximate. From
the same source he estimated the areas of lakes and ponds at 160 square
miles. Since the Land Office maps were made, many areas have: been
drained, and the discrepancy between this figure and our present scal-
ing is largely due to this cause.

#

ACCURACY OF THE ABOVE ESTIMATE,

Some modifications of the land area have been pointed out in the
foregoing paragraph. Disregarding these and referring now only to
the land areas tabulated above, we find the figures there given are sub-
ject to the following uncertainties: (1) Lack of ahsolute accuracy in
planimeter measurements; (2) Uncertainty in State boundaries as
shown upon the maps; (3) Other refinements which will not materially
affect our results in comparison with the foregoing, and whieh will
therefore be neglected.

All planimeter measurements were made on each sheet with an
accurate instrument by two different persons at two different times.
They were scaled and rescaled until results agreed to within one-tenth
of a square mile on each sheet. As there were sixty-two bordering quad-
rangles thus measured, the total probable error from this source is less
than one square mile.

Indefiniteness in boundaries is the largest source of uncertainty.
The Ohio River frontage is 446.5 miles long, according to the survey of
the army engineers. If the shore line for this distance differs by a
hundred feet on two different maps, a margin of- over eight square
miles results. The position of this line on the maps of the army engi-
neers differs from that on the maps of the Cooperative Topographic
Survey, on a number of the sheets published by the latter. The possible
error from this source is several times the last area given, cr approxi-
mately 25 square miles, chiefly between Portsmouth and Cincinnati.

Accepting the Coast and Geodetic Survey corrections to our west-
ern boundaries, an uncertainty of about 300 feet still exists in the
longitude determinations. A strip of land this wide along our western
line for about 178 miles would contain about ten square miles. Along
the Michigan boundary the uncertainty may be as great. The shore
line of Lake Erie is changing only slowly as shown by the Lake Survey
charts, and from other sourees. This difference will not here he con-
sidered.

Spherical excess would increase the above computed area of the
State about two square miles. That is, geographic tables from which
our figures have heen taken are computed for areas projected on sea
level; all parts of Ohio are more than 400 feet above sea level and the
theoretically exact area of the State would depend upon the elevation
TOPOGRAPTIIC SURVEY. 57
‘

of the surface upon which it were considered to be projected, increasing
as this surface increased in altitude above the sea. However since it
is the universal custom to compute the areas of all countries upon a
sea level spheroid, the above minor correction will not be considered.
The sum of all these possible errors may be 50 square miles. We
therefore adopt the figure 41,240 square miles as being close enough
for this progress report, and believe it will not be changed by more
than 50 square miles in the final report, when the State shall have been
completely surveyed and its boundaries more definitely settled.

OTHER ESTIMATES,

Some of the figures given by other authorities are as follows:

The U.S. and Office shortly after the completion of its survey in
Ohio estimated the area of those surveys at 24,810,246 aeres (38,776
square miles). This was the earliest authoritative attempt at deter-
mining the area of this State and was made before the southern part of
Michigan (about 600 square miles as was then estimated) was added
to Ohio by Congress in 1836. The public land surveys have exeluded
some of the river surfaces, hence the area of Ohio given in the 1829
report of the Congressional Committee cn the dispcsition of public
lands gives the figure at 38,800. Adding the 600 we get 39,400 square
miles to compare with our present calculation.

In the report of the Commissioners of the General Land Office for
1848 the area is given as 39,964 square miles. <A later determination
by the Drafting Division of the General Land Office in 1899 from care-
ful maps, by the methods used by the writer in the present instance,
placed the land surface at 40,723 and water surface 3,741 square miles,
this latter including 3,443 square miles of water surface in Lake Erie
between the Ohio shore line and the international boundary.

The United States Census in its reports of 1850, 1860 and 1870
adopts the figure published by the Land Office in 1848. In 1881 a new
scaling was made by Henry Gannett (now president of the United
States Geographic Board) and the results were land surface 40,760,
water surface 300 square miles. These figure were adopted by the
Census in its reports for 1880, 1890 and 1900.

In 1906 in Bulletin 302 of the U.S. Geological Survey, Mr. Gannett
makes. the following statement: ‘‘Realizine the desirability of the
Government issuing but one statement of the areas of the States and
Territories, the offices concerned, through their representatives, Mr.
Frank Bond, chief draftsman of, the General Land Offiee, Mr. C. 8.
Sloane, geographer of the Census Office, and myself, representing the
Geological Survey, have heen at work for several months in the en-
deavor to come to an agreement on these figures, and in the course of
5S PROGRESS REPOR'?

our discussion many new measurements have been made from the most
recent and best maps. An agreement has been reached, the results of
which are set forth in the accompanying table.’’ The figures for Ohio
given in this table are land surface 40,740, water surface 300, total area
41,040 square miles. .

All the dictionaries, encyclopaedias, gazetteers, and atlases giving
areas of the States which the writer has examined, have followed one
or another of the foregoing figures, with the exception of Donaldson’s
Public Domain, which in 1884 gave 39,972. The latest determination
hy the Washington bureaus, that of 1906, has been followed in most of
the recent Governinent publications. As shown by our present caleu-
lation it is in error as regards the land area by about 300 square miles,
and its interior water area is in error by about 100 square miles.

AREA TOPOGRAPHICALLY SURVEYED.

The quadrangles that were completely surveyed prior to January 1,
1910, have been marked with an asterisk in the foregoing table. Sum-
ming them up we find the total to be 26,802.81 square miles, or nearly
enough, 26,800 square miles.

To this figure may be added the areas of quadrangles partly con-
tour-mapped. Of the Ceredo quadrangle the 38.68 square miles lying
in Ohio have been thus mapped, and of the Canal Dover quadrangle
170 square miles were completely surveyed prior to January 1, 1919,
making a grand total of 27,011.49 mapped prior to that date. As stated
in the article on Record of Progress, the Ironton, East and West Cin-
cinnati, East and West Columbus, Toledo, Maumee Bay, and Oak
Harbor quadrangles were surveyed prior to cooperation. The lawl
area of these last eight quadrangles in Ohio is 1,476.07 square miles.
Thus, up to January 1, 1910, 65.5 per cent of the State had been
contour-mapped, 61.9 per cent of our 41,240 square miles being mapped
under cooperation.
TOPOGRAPHIC SURVEY. 59

METHODS OF SURVEYING AND MAPPING.

Since some explanation of the methods used by the Survey may
lead to a more extended and intelligent use of its results, the following
brief description is herewith given.

The United States Gelogical Survey was organized in 1879 and
has shown itself to be one of the most vigorous and progressive bureaus
of our national government. Originally organized to carry on geological
investigations, which involved making preliminary small-scale topo-
graphic maps for basal purposes, its organization has grown to inelude
six well equipped and highly organized branches as mentioned in the
last appendix to this report. From somewhat crude beginnings in 1879,
the Topographic Branch, under which the work in Ohio is done, has
developed its present improved methods as laid down in Monograph
XXII, the manual of May 1, 1903, entitled Instructions Relating to the
Work of the United States Geological Survey, and ina Manual of
Topographic Methods issued in 1906, being Bulletin No. 307, of the
Geological Survey series. This bulletin of 86 pages explains in detail
all methods used, and persons desiring fuller information should write
for it to the Director of the U. 8. Geological Survey, where copies may
be had free of charge. The following brief paragraphs were taken from
the above sources, and are intended for popular use only.

The federal survey has undertaken to make a contour topographic

map of the entire United States. It is prosecuting this work at many
places as previously stated, with the cooperation of the local govern-
ments, and in other parts of the country with money from its own
_funds. The whole country is divided into districts, and each year a
number of these are completed. These districts might be limited for
convenience by natural boundaries, as in the case of counties or similar
civil divisions, but it has been found far more convenient to divide the
total area into quadrangles, by parallels of latitude and meridians of
longitude, and map these one by one. This system has accordingly
been adopted, and it has great advantages in the way of uniformity of
size of, and ease of reference to the different sheets.

PRIMARY WORIZONTAL CONTROL.

To produce an accurate and trustworthy map of any extended area,
such as a State, the position of the tract upon the earth’s spheroid*

*Clarke’s spheroid of 1866 is the one the government uses.
60 PROGRESS REPORT

must first be fixed. To do this the geographic position of a large num-
her of points within the area must be accurately determined. This may
be done in three ways: by astronomical observation fixing latitude and
longitude precisely ; by extending triangulation from points whose posi-
tions have been previously accurately determined or assumed; and by
primary traverse, which consists in determinng new positions (from old
ones assumed or previously determined) by a series of linear measure-
ments combined with angles, similar to the method of running a railroad
preliminary line with a transit. These three operations, together with
the careful determination of a system of elevations, are embraced in the
term ‘‘primary control.’’ The first three constitute the horizontal con-
trol, the leveling furnishes the vertical control.

All three methods of primary horizontal control have been used in
Ohio, the first only sparingly, however. The latitude and longitude of
a monument in the Capitol grounds at Columbus was determined astro-
nomically by the United States Coast and Geodetic Survey* during
their transcontinental survey. A base line was measured and a system
of triangulation was expanded in the vicinity, by the present Survey.
and connected with this monument, and later it was joined by primary
traverse lines to the triangulation systems across the northern and
southern parts of the State. These later connections showed the point
thus determined at Columbus to have a station error of considerable
amount. Since this was the only instance of astronomical methods
employed to determine position, and of base line measurement, no de-
tailed account of these methods will be here given. See Bulletin 307
or text books on geodesy for such an account.

Primary traverse and primary triangulation are the two methods
used to cover practically the whole State with horizontal control. The
latter method is capable of much the greater refinement, but becomes
too expensive to use in a flat country like northwestern Ohio, on account
of the expense of erecting signals. The southeastern part of the State,
or approximately that part including the coal lands, lies favorably for
triangulating and therefore this form of control has been used in the
larger part of that area. As early as 1889, the Coast and Geodetic Survey
had carried a belt of triangulaticn across.the State, following closely the
thirty-ninth parallel of latitude. Previous to this the United States
ake Survey extended a system of triangulation across the northern
part of the State closely following the shore of Lake Eric. The aecu-
racy of these two systems is shown hy the fact that, although conducted
independently and by different organizations at different times, after
being separate for a distance of four hundred miles or more, when con-
neeted in eastern Ohio, they showed a discrepancy of only twenty-seven
feet in determining a given position; and quite a part of this dis-

*Now officially styled the Coast and Geodetic Survey.
TOPOGRAPHIC SURVEY. 61

crepancy is to be charged to the connecting system of primary traverse
run from the Lake Survey stations near Cleveland to connect with the
U. 8S. Geological triangulation extended north from the Coast and
Geodetic Survey transcontinental system. These two first named fed-
eral surveys, therefore, have furnished an excellent base upon which
to found the remaining primary control in Ohio, and the United States
Geological Survey in furnishing supplementary control has used their
work as basal.

The Primary Triangulation of the Geological Survey is carried on
‘under the following regulations. Theodolites with eight-inch circles
reading by micrometer eye-piece to two seconds of are, are used. In-
struments are always placed over the center of stations if possible, to
avoid reduction to center, and are protected from sun and wind by
suitable means. In measuring angles extra precautions are taken to
guard against such sources of error as micrometer run, error of adjust-
ment, and eccentricity, and no angle is considered as finally determined
that has not been measured on at least five different parts of the circle.
The error of closure of any triangle in primary schemes must not ex-
ceed five seconds of are.

In connnection with the triangulation in each general locality,
observations on Polaris for azimuth must be made on two nights froin
at least two stations. These observations to consist of not fewer than
in all six angles between mark and star with telescope direct and re-
versed. Great care must be taken in adjusting and leveling horizontal
axis of the theodolite, and watch error must be determined by tele-
graphic comparison of time, or by astronomical observation. The mark
is usually shown by a lantern placed at a distance of a half mile or more
from the instrument. <A systematic form of field notes is enjoined for
these observations, as well as for all the other field observations.

Primary Traverse. The outfit for Primary Traverse consists of a
high-grade engineer’s transit reading at least to half-minutes, a 300-foot
steel tape, a spring balance, one 100-foot steel tape, two thermometers,
four hand recorders, two flag poles, and a good watch. The party
should consist of one chief as transitman, one recorder, two tapemen,
and one or more flagmen to keep the line clear and give sights. At
each station the transitman should proceed as follows: Set telescope
on rear flag, read both verniers, transit telescope, set on front flag and
read both verniers. Shift the circle and remeasure the same angle with
telescope reversed. If the two angles thus measured do not differ by
less than a minute, repeat the operation.

Railroads furnish the most advantageous routes for primary
traverse, because of their moderate grades and favorable alignment.
Along these the front tapeman puts a twenty-pound tension on the front
end of the 300-foot tape with a spring balance or other means. He
62 PROGRESS REPORT

makes a chalk mark on the rail, or places a tack or nail on a tie, stake,
or measuring board, under the 300-foot mark for full tape lengths, and
under the fractional graduation at stations. The distance which he
records is checked by the transitman, and by at least one other member
of the party, and frequently by all the men. The tack or nail is left
surrounded by conspicuous chalk marks and the same process is con-
tinued.

The rails should be counted by two other members of the party,
who in this way check the number of tape lengths at the first oppor-
tunity. Each station at which the instrument sets should be marked -
by a small-headed tack or pricking needle through a piece of white
paper or cloth, its number being chalked on the rail near where it falls.
The distance between stations should be limited to the visibility of the
flag pole. Rails or center of track must not be used as alignment
sights.

Along highways or open country the tape should be kept level. On
steep slopes a plumb-bob must be used, either to bring the tape vertically
over an established point or to establish a new one, as the case may be.
Tape lengths are marked on the measuring board, tie, or stake with the
pricking needle, or at times with surveyor’s pins. Where slopes are so
steep as to render the leveling of the 300-foot tape impracticable a
shorter tape must be used. The chief and two other members of. the
party must keep an indepedent count of the tape lengths. The tempera-
ture of the tape must be closely known during the day. Stations should
be made at even tape lengths when practicable.

Observations for azimuth should be made on Polaris at the end of
each day’s work when practicable, and azimuth stations must not be
more than ten miles apart except on long tangents. These observations
and reductions are made in accordance with the method explained in
the latest manual of the General Land Office, and are to consist of not
less than three direct and three reverse measures on three parts of the
circle between Polaris and azimuth mark. The watch to be compared
with standard time often enough to determine its error within ten sec-
onds. If the time cannot be so closely known, the observation should
be taken when the star is near elongation. If the traversed line is very
crooked the instrument should be provided for making solar azimuth
observations, and these made twice each day in addition to Polaris
observations.

Two permanent marks, either copper bolts or the standard bronze
tablets of the Survey, should be placed not less than 500 feet apart at
the beginning and end of each line, also at prominent junction joints
from which other primary control lines may be started. Careful rec-
ords, according to prescribed forms, are kept of all operations, and the
positions of many topographic features on the line of the work are also
TOPOGRAPHIC SURVEY. . 63

recorded. All reductions are made by the computing division at Wash-
ington. ,
PRIMARY VERTICAL CONTROL.

Precise Leveling. Together with the determination of the horizon-
tal or geographical position of a system of points by any of the methods
preceding, the acurate determination of the elevations of these or
adjacent points above mean sea level completes the work of primary
control. These elevations are determined by spirit leveling, and this
work is entirely independent of the work of horizontal control; it may
precede, be carried on simultaneously with, or follow the latter. In
connection with the transcontinental triangulation belt, the United
States Coast and Geodetic Survey carried a line of precise levels across
the country. This line crossed Ohio along the line of the Baltimore and
Ohio Southwestern Railroad from Parkersburg through Chillicothe to
Cincinnati. The United States Lake Survey has also carried a line of
precise levels, largely by means of water gages, from Sandy Hook up
the Hudson to Lake Ontario and along the line of the Great Lakes to
Duluth. The United States Engineers (Corps of Engineers U. 8S.
Army) have carried a line of careful levels from Pittsburg along the
Ohio River to Cincinnati and farther. The Baltimore and Ohio Rail-
road ran a line of precise levels from the Pennsylvania boundary to
Chicago, Ohio, and along others of its lines in the eastern part of the
State. The Pennsylvania Railroad has run careful levels along the
Pittsburg, Fort Wayne and Chicago tracks. Again in 1899 the Coast
and Geodetic Survey connected its own transcontinental line with the
Lake Survey levels by a line of precise levels from Gibralter, Michigan,
through Toledo and along the Miami and Erie Canal to Cincinnati.
These lines may be found on the blue map at the back of this report,
together with lines of precise levels run by the U. 8. Geological Survey.
All these lines have thus furnished excellent vertical control for the sul-
sequent leveling of the Cooperative Survey in this State.

In the spring of 1903 enough data were accumulated to enable a
grand adjustment of the network of precise levels to he made by the
Coast and Geodetic Survey. This that bureau did, and stated that the
results were then known so closely that the elevation of bench mark K,
at St. Louis, would probably not be changed by any amount of subse-
quent leveling by more than 32 millimeters, about 114 inches. Sub-
sequent precise lines caused the Geodetic Survey in 1907 to make a
grand readjustment of the entire level-net east of the Mississippi, and
the ecarefulness of all the work may be seen, when it is known that the
previous elevation adopted for the bench mark at St. Louis would be
changed by the new adjustment only 22.5 millimeters. This was so
small that they did not change the 1903 elevation adopted for the bench
mark in the lists published afterwards.
64. 7 PROGRESS REPORT

This speaks well for the accuracy of the work when the elevation
above mean tide of a point nearly a thousand miles from the ocean, by
the way the levels ran, was determined with a probable error of less than
an inch.

Since the precise lines in Ohio form a portion of the net adjusted,
it can be seen that our vertical control may be regarded as finally estab-
lished. Indeed the adjustment of 1907 changed the elevations of some
of the bench marks in this State so little from that calculated in 1903,
that the elevations of this latter year have been retained for quite a
number of the bench marks. This does not mean that bench marks of
primary circuits based on precise lines are as accurately determined,
but it shows that the foundation for all leveling in the State has been
securely laid, and it only remains to bring the remaining elevations,
of the other bench marks set, within the limits of ordinary require-
ments. This has been done in Appendices FE and F, herewith pub-
lished. The user of these tables should in practice check on more than
one bench to guard against local accident, or typographical error.

The Promary Spirtt Leveling of the present Survey is carried on
under the following regulations. For each general locality the eleva-
tion of one or two points is very carefully determined and taken as the
datum for that locality. Thus, for Columbus, the elevation of an alumi-
num tablet, set in the Franklin county court house, was carefully de-
termined by a double rodded line of levels from the Coast and Geodetic
Survey bench mark at Chillicothe. Later this line was rerun with a
precise level. All bench marks and other elevations in the vicinity of
Columbus were determined by level circuits starting from and checking
back on this court house bench mark, and the bench marks so set were
stamped with the word ‘‘Columbus,”’ thus indicating the datum to
which they were referred. In addition to the word ‘‘Columbus,’’ the
elevation to the nearest foot was stamped on each. Elevations cannot
be more closely noted on the monuments owing to the fact that during
the early part of any extensive survey the determined elevations of
many of the points must necessarily be subject to change by later and
increasingly more accurate adjustments. In any case, the exact eleva-
tions, to one-thousandth of a foot, given by the latest adjustments, may
be had from the published lists.

Two permanent bench marks are set in each township or equivalent
area of 36 square miles. These bench marks are brouze or aluminumn
tablets, about three inches in diameter, firmly cemented into masonry
foundations of buildings, in bridge abutments, or some other perma-
nent strueture. They will prove extremely valuable to the surveyors
and engineers of the State. The instrument used im setting them, as in
all the primary and flying levels of the Survey, is the ordinary engi-
TOPOGRAPHIC SURVEY. 65

neer’s Wye level. Careful instructions and forms of record for each
class of work are prescribed. The error of closure allowed in the cir-
cuits of primary leveling for establishing bench marks is, in feet, not to
exceed 0.05 times the square root of the distance run in miles.

SECONDARY CONTROL.

At least two primary triangulation points or two primary control
lines have previously been required to be established within a fifteen-
minute quadrangle before secondary control may begin on it, and the
sketching be completed. This requirement has now been raised in the
case of primary traverse, so that primary control lines must traverse
two sides of a sheet, and frequently all four sides are so traversed.
Since primary control must undergo adjustment at the end of the sea-
son before being plotted on a topographic sheet, the necessity of keep- ,
ing it well in advance of the secondary work is apparent. The primary
control locates the quadrangle geographically on the earth’s surface,
the secondary control locates all prominent points interior to the sheet
with reference to the primary control. Since after adjustment the
latter is assumed to be absolutely correct, it is evident that a greater
relative error may be permitted in the secondary work. The above
requirements satisfied, secondary control is begun.

Secondary Horizontal Control comprises secondary triangulation
by transit or plane-table, usually the latter, and secondary traverse by
stadia or by buggy. These will be passed over very briefly, as a full ex-
planation of them may be found in the Survey bulletins already noted,
or in a number of text-books on surveying.

In hilly country lke southeastern Ohio, numerous points, such as
church spires, lone trees, hill tops, ete., are located by plane-table tri-
angulation, the instrument occupying first the primary stations, and
later secondary stations of its own determining, and frequently points
located by resection or the three point problem. The plane-table em-
ployed in this work by the Survey is admirably simple in design, and is
provided with telescopic alidade with vertical are and stadia wires
which prove extremely useful for locating supplementary points and
elevations. The plane-table is the topographer’s instrument par excel-
lence except for the one drawback of exposing the map to showers or
to the moisture of foggy mornings.

After the quadrangle is well spotted with secondary locations, the
roads may be traversed by buggy, and frequent ties made to these sec-
ondary points. In buggy traverse the wheel is the distance measurer,
and a small sight alidade placed on the small plane-table board is the
direction indicator. A magnetic needle attached to the board is also

5—T. 8,
66 PROGRESS REPORT

provided as a means of orienting. The circumference of the buggy
wheel being known, its revolutions are counted by means of odometer
or by the traverseman, for distances. The results that may be thus ob-
tained are, to an initiate, surprisingly accurate. Of course the circuits
will not exactly close, and the traverseman is required to clearly show
the discrepancy. After a number of these have been run connecting
on themselves or on other circuits, they are adjusted and transferred to
the topographer’s sketch sheet.

Buggy traverse is also used in connection with primary traverse in
flat country, and here it often cchnstitutes the bulk of the secondary
horizontal control. The traverseman, in addition, locates many promi-
nent topographic features along the road by means of intersections or
by offsets. When streams or ridges are not traversed by highways, they
may be traversed by stadia lines, foot traverse, or otherwise.

Secondary Vertical Control. Before, or along with, the buggy
traversing the flying levels, so called, are run. They are usually run
along the highways and consist of determining the elevations of road
crossings, summits, depressions such as stream crossings, and of other
prominent points. An engineer’s wye level is used for this purpose
and circuits are run always closing on themseles or on others; but since
these elevations are for sketching purposes, the same degree of accuracy
as for bench mark levels is not required. The frequent elevations thus
determined are painted on adjacent fences at the roadside opposite the
points, on telegraph poles, or wherever they will be readily seen by the
contour sketcher who is to follow. These figures, usually in white paint,
give the elevation of the center of the highway opposite.

FINISHING THE MAP.

Topographic Sketching. After the secondary horizontal and
vertical control is established and adjusted, the sketching of the con-
tours and remaining topography follows. This is done in pencil in the
field. Contour sketching requires a trained eye and should be done by
a person of some years’ experience, who is ordinarily the chief of the
party. Before beginning the sketching in the field he avails himself
of all the maps, surveys, and other information obtainable concerning
the sheet, in addition to that gathered by his own men. Contour sketch-
ing is done on the plane-table, with telescopic alidade or other aids, and
the instrument occupies many points determined by plane-table triangu-
lation, or by traverse, or both, the topographer being assisted in tracing
the contours by the numerous elevations along the roadside and by the
other data previously gathered. The scale of the published maps is
1:62,500, or about one inch-to the mile. The smallest distance, there-
TOPOGRAPHIC SURVEY. 67

fore, that can be scaled on the map is about 50 feet. The topographer,
therefore, must locate his points within this distance of their true posi-
tion. To more easily accomplish this the field sheets are sketched to a
larger scale than the published maps. A scale of 1:45,000, or about one
inch to 4,000 feet, is used for the field sketches, including buggy trav-
erse sheets.

Drafting. At the close of the field season the contour maps are
drafted and prepared for engraving in the Washington office. The
work of drafting consists of inking in the drainage, culture, and con.
tours, and of lettering the topographic features. Since three separate
engravings on copper have to be made for each quadrangle, one for
drainage printed in blue, one for relief printed in brown, and one for
culture printed in black, the disposition of the symbols and of the letter-
ing requires extreme care to maintain legibility in the combined map.
Before being submitted for engraving the work is carefully edited.
Names of localities are examined and official spelling adopted for such
names as have been passed upon by the United States Geographic Board
and other accepted authorities. All other features and symbols are
edited according to an established standard code. All maps are drawn
on the polyconic projection, a method which gives as little distortion as
possible in representing the spherical surface of the earth on flat
paper.

The Engraving and Printing complete is done by the Publication
Branch of the Survey at its Washington office, and is of great clearness
and elegance. The Federal Bureau assumes complete control of print-
ing and distributing all maps of its making, no matter in what State,
and this is a wise provision, because few States can hope to maintain at
present such efficient publication facilities; and, in addition, the small
fee charged for each. sheet prevents wasteful distribution. This fee,
covering the cost of production, is five cents per sheet, unless one hun-
dred are ordered in one order, in which case they are three cents apiece.
They are obtained by enclosing postoffice money order, not stamps, ad-
dressed to the Director, U. S. Geological Survey, Washington, D. C., and
should be called for by the name adopted for each sheet. The name
chosen is usually that of the most prominent feature within the quad-
rangle. In case no index map is at hand giving the usual names, tle
sheets may be called for by the latitude and longitude of the southeast
corner of the quadrangle, taken from any map giving these geographic
lines.
68 . PROGRESS REPORT

USES OF TOPOGRAPHIC MAPS.

In an introductory article it was attempted to make clear the pur-
pose of contour lines, and to explain how to read them. On the back
of each sheet of the engraved topographic maps is given an explanation
of each symbol used, that no mistake may be made in interpreting them.
Also clear explanations of the meaning of contour-lines, of the scope
of the work of the Survey, and of the method of distributing the infor-
mation it gathers, are conveniently printed on the back of each pub-
lished sheet.

In this article will be pointed out a few of the uses to which these
maps may be put. The possible uses of contour topographic maps are so
numerous as to almost defy enumeration. They form the base or mother
maps from which all maps of equal or smaller scale proceed. Already has
been told how the State Highway Department based its recently pub-
lished road atlas on the maps of the Cooperative Topographic Survey.
Similarly the maps of the State Geologist made in 1909, and the relief
map of the previous year, were based on these mother maps as far as
they were then available. Some of their more obvious uses are men-
tioned below.

Administrative purposes are served by these maps in practically
every state bureau. The engineers of the State Board of Health use
them constantly in passing upon sewerage and water supply systems in
towns of the State which have seriously taken up these questions. The
maps furnish accurately. watershed areas, with other data necessary to
intelligently pass on these plans. The State Board of Public Works
can use them for canal problems. If our present canals are in future
to be enlarged into barge or ship canals, if new feeders or new reservoirs
are to be built, these maps will save great expense to the State for pre-
liminary surveys, and will largely determine the lines along which such
improvements must proceed. The Railway Commission can use them
to check up the mileage of railroads and for further purposes of admin-
istration, including the making of a more accurate railway map than
any we now have. They will answer many questions affecting legisla-
tion and court decisions, when their contents are fully appreciated.

Agricultural. The lay of farm lands—how much hill and how
much bottom land—can be seen by an intending purchaser without visit-
ing the premises, if such a map is examined; and the suitability for
proposed agricultural purposes may be often inferred from an inspec-
TOPOGRAPHIC SURVEY. 69

tion of the symbols on these maps. They will also serve as a base for

land classification surveys by the National Government. Such surveys

have already been initiated in other States by the national Department —
of Agriculture, and twelve quadrangles and three counties have been

surveyed by that bureau in this State. Reports on these areas contain-

ing the soil maps can be had from the Bureau of Soils of the U. 8.

Department of Agriculture. The areas in Ohio already thus surveyed

and published, are Montgomery, Coshocton, and Meigs counties, and

four quadrangles at Columbus and two each in the vicinity of Cleve-

land, Toledo, Wooster, and Ashtabula.

A file of the topographic sheets thus far completed are on deposit at
the State Agricultural Experiment Station at Wooster and are used by
the Chief of the Department of Cooperative Experiments. Algo the
Forester of the same bureau is using the maps in the study of stream
flow and interlaced questions.

Educational. Universities, colleges, academies and high schools
will find these maps extremely useful in studying scientific problems.
Even the common schools will find them useful in studying geography,
for the present-day method of teaching this subject is to begin with
local surroundings. An excellent map of any county can be readily
obtained upon the completion of the survey, at a merely nominal cost,
by simply pasting together the necessary sheets. In New Jersey every
school in the State was provided with a set of its topographic maps.
The public schools of Rhode Island were similarly equipped.

Engineering enterprises are greatly facilitated by the use of these
maps. The Engineering News of May 21, 1903, contains an account of
a recently built section of railway, in which the writer states that
$85,000 was saved to the company by discovering a better route on the
Cooperative Survey maps than that chosen and about to be built upon
before the region was mapped by the United States Geological Survey.
Railroad engineers will appreciate Wellington’s dictum that a recon-
noissance should be of an area and not of a line. These maps obey
exactly this injunction, and a number of instances of saving like that
cited above have come to the writer’s attention.

Water-power projects are in absolute need of such maps. The
writer has used them for such purposes in three parts of the State with
remarkably satisfactory results. The outlines of watersheds, the fall
of the streams, sites for power-houses, areas of pondage, and location
of canals all can be seen from the contour-lines. Tiven the volume of
flow contains as two or more factors information to be had only from
such maps.

Industrial projects are served by these maps. Private parties or
corporations engaged in exploiting oil and gas will often find these
70 PROGRESS REPORT

maps very useful. The projection of electric railway lines is rendered
economical because the expense of a preliminary survey is then often
unnecessary. In some cases the economic feasibility of such a proposed
line may be determined at once from such maps, for they are to such a
large scale that even the residences are shown from which the popula-
tion tributary to the line may be inferred. Coal mining, clay working,
and quarrying projects may in many cases profitably use them.

Military. Topographic maps are needed in planning movements
of state or national troops. Indeed this was the way the modern topo-
graphic map originated. Napoleon is said to have organized the first
topographic corps, and on the maps of his topographers every detail
affecting the movement of troops was shown. This required the slope
to be represented, which was done then by the laborious system of
hachures, which, besides being difficult and tedious to make, obscured
the other features of the drawing. The simple device of contour lines
now does this with all the accuracy of hachures, and does not obscure
the other features.

The Adjutant General of Ohio has recently been using our maps
for the annual maneuvers. This he does by enlarging—by means of a
camera—the contour maps of the region to be used, and supplementing
this large scale reproduction by such symbols for crops, woods and
brushwood, fences, and small structures as were needed, by a quick
pacing-survey in the field. Much expense may be saved in future by
adopting this plan.

Municipal projects, such as the laying out of park systems and
other civic centers, or putting in water supply or sewerage systems, find
topographic maps indispensable for their study. Drainage problems and
street improvements need them for solution. Some of our larger cities,
Cincinnati for example, have commissions to pass upon the methods of
subdividing acreage areas within their limits. The indiscriminate laying
out of streets, without regard to what has gone before or may come
after, cannot be permitted, and in such hilly country as Pittsburg or
Cincinnati topographic maps are indispensable for the economic and
correct solution of these problems. Such maps are also needed for plat-
ting town sites, or making large additions to existing towns. Nearly
every large city in the country has made such a detailed map for the
administration of its problems. The United States Geological Survey
in 1903 made such a map for the city of St. Louis, to a scale of 1 :24,000,
and a contour interval of 20 feet.

Public Improvements in the country as well as in town will be
served by these maps. Township trustees or county commissioners can
use them in viewing or projecting new roads. They answer excellently
for laying out ditches in township or county. They are especially use-
TOPOGRAPHIC SURVEY. 71

ful in solving questions of drainage, and render equitable assessments
for ditch building possible. Other township and county administrative
problems as well are served by these maps.

Scientific questions of many kinds are studied by the aid of these
maps. In fact the origin of the topographic work of the United States
Geological Survey was to furnish a basal map for the study of the
geology of the country. Following the topographic surveys the federal
bureau makes geological studies of some of the regions mapped, and
issues the results in the form of uniformly sized folios, a folio to each
quadrangle. The folio of a given quadrangle contains in bound form
its topographic and geologic maps, together with a description of the
geology and mineral resources of the quadrangle. It is the intention of
the national bureau to ultimately cover the entire United States with
these folios. Up to July 1, 1909, it had issued 166, which are sold with
a few exceptions at 25 cents apiece. Recently the survey has begun
issuing these publications in octavo form also, for field use, at the fore-
going cost to the purchaser. These octavo publications contain 75 or 100
pages of printed matter together with an envelope containing the maps
folded.

In addition to the above geologic surveys, the national bureau
has in some instances followed the topographic surveys with other spe- ©
cial reports on some of the quadrangles. Bulletin 198, The Berea grit
oil sand in the Cadiz quadrangle, Ohio, by W. T. Griswold, published
in 1902, is an instance of this kind, where the preceding topographic
map was used as basal. Bulletin 346 of the same series, covering the
Flushing quadrangle, is another instance. Other instances are where
the underground water resources of a quadrangle were reported on,
using the topographic maps as basal, as in the case of western areas
where artesian wells are found.

The scientists of the State have made extensive use of the maps,
foremost among them the staff of the Ohio Geological Survey. The
topographic maps are of great aid to the staff of this bureau in report-
ing on the coal, oil, and gas, and other mineral resources of which this
Survey is gradually making a thorough exposition for the benefit of the
public. ,

Those engaged in botanical surveys of parts of the State find the
maps useful in their work, and when the forest areas are also shown in
addition to the other features, as will finally be done, those engaged in
problems of reforestation and allied questions, will have in handy form
information essential to the successful solution of these problems.

Surveyors generally over the State, whether engaged in public or
private work, will find extremely useful, not only the maps of the Sur-
vey, but also the monuments it has set. In fact much of the information
furnished by this office to the surveying public has consisted of. giving
72 PROGRESS REPORT ©

data in connection with these marks. As has already been described in
the article on methods, these monuments necessarily precede the work
of contour mapping. Thus 81 triangulation stations have been set with
great precision by the Geological Survey within the limits of the State,
and 50 others had been previously set by other federal surveys, as shown
on the red map at the back of this report. Twenty-four other points,
such as church spires and the like, have been located with equal pre-
cision. All these monuments have been located with great accuracy, so
that they will answer indefinitely in the future, for starting points upon
which to project detailed large-scale surveys. More than 300 primary
traverse points have been carefully determined and permanently monu-
mented, and innumerable other points, listed in Appendix E, may be
regarded as permanently established for al] practical purposes. The red
map at the back of this report shows in general the situation of this
work.

The above information will he very valuable for checking tax maps
and other large-scale surveys. The writer furnished several county offi-
cials with information of this kind for use in making the recent tax
maps already mentioned in the historical article preceding. The future
mapping of townships and counties to much larger scales than that of
the present topographic maps, will be greatly facilitated by the present
marks and monuments fixing geographic positions, for these monuments
have been located far more accurately than needed for the small publi-
cation scale at present adopted. For further suggestion as to how to use
them see explanation of Appendix E.

The monuments of the Survey set to govern the vertical control,
have proved and in future will prove the most useful of all. The blue
map at the back of this report shows only the bench marks, 1,700 in
number, which have been established on special metal tablets provided
for that purpose. Nearly twice as many more, although not so expen-
sively marked, will be found to be equally good for the purposes of the
surveyor. For further details on this subject see Appendices F and G
and accompanying explanations.

The great advantage of referring all maps and bench marks to a
universal datum may not be fully appreciated by the average layman,
and by possibly not all surveyors. The following instance will illustrate
this subject: All the levels in Columbus used by the city engineering
staff are referred to an arbitrary datum assumed to be 100 feet below a
certain bench mark at the northeast corner of the statehouse. When the
city a few years ago set about the task of securing an ample water sup-
ply quite a number of its good citizens, not technically trained, for some
time seriously entertained the idea of securing a supply by gravity by
laying large pipes to Lake Erie. They did not know that zero of Colum-
bus datum is about 680 feet above sea level. The elevation of Lake Erie
TOPOGRAPHIC SURVEY. 73

is 573 feet above the sea. The pool in the Scioto river opposite the
statehouse is closely 700 feet above the same datum. That Lake Erie is
at the top of the map of Ohio and Columbus is further down, may have
suggested that the water ought to behave in the way above stated if the
pipes were only made large enough.

Travelcrs of the highways whether journeying on foot or vehicle
will find these maps a reliable guide for traveling. The ease with which
one can navigate territory unfamiliar to him, by the use of topographic
maps, simply astonishes local residents, as the writer many times has
demonstrated.

In England such a use of topographic maps is widely known among
tourists, and English wheelmen and pedestrians. There, special maps
reduced from the accurate Ordnance Survey with roads revised by the
Cyclists’ Touring Club, contain a surprising amount of information
handsomely printed in colors and mounted conveniently on muslin to
fold to pocket size. In such a map of London and vicinity, which les
before me as I write, the 22 by 30 inch map has been cut into 24 pieces
about 314 by 7 inches each, and mounted on muslin with the rows of
pieces separated by one sixteenth of inch longitudinally, and half as
much again transversely. This avoids the cracking and consequent
illegibility at the joints when the paper map is folded without cut-
ting.

Last but not least, problems of state and national conservation will
find the topographic maps most essential to their solution. Indeed so
clearly is this evident to those who have given the matter serious atten-
tion that the following preamble and resolutions presented by the writer
May 12, 1908, at the national convention of state geologists and other
officers having in charge the topographic survey of the various States of
the Union, were unanimously adopted with but insignificant amend-
“nent.

Wasuineton, D. C., May 12, 1908.

WHEREAS, Our country and the sovereign States composing it now
face serious problems relating to the preservation of our natural re-
sources, and

WueErEas, These problems—of wisely administering our forests, our
minerals, our soils, our water resources,—are tomorrow to be the subject
of a conference between the Governors of the various States and the
President of the United States, and

WHEREAS, We deem a contour-topographic map of our country so
necessary to the intelligent solution of these problems,

Be It Resolved, That we most earnestly ask of state and federal
authorities in conference assembled, their support in securing such a
map, and, since state and national interests are here so closely one, we
74 \ PROGRESS REPORT

most respectfully make the following suggestion looking to this end:
That state and federal appropriations be increased for co-operating with
the Topographic Branch of the United States Geological Survey, which
has already far advanced its topographic map of the United States, and
that more immediately the federal appropriation for this work be in-
creased to meet the state appropriations now available.

Be It Resolved also, That a copy of these resolutions be messaged
to the said conference of Governors with President Roosevelt, with our
greetings and respect.

The convention above referred to was held at Washington, D. C.,
at the time of the First National Conference on Conservation by the
Governors of the States with President Roosevelt.

 

Finally the following recapitulation taken from a circular issued
by the National Government gives a comprehensive view of the extent to
which the contour topographic maps are and may be further used:

1. By the Federal Government: ,
The State Department—
In connection with questions relating to international boundaries.
The Treasury Department—
The Life-Saving Service—
In connection with the location of life-saving stations and boathouses.
The War Department—
The General Staff, the War College, and the Service Schools—

As a basis for military maps, in studies of military operations and
problems, in historical studies of military campaigns, and in map
maneuvers (‘‘war game’’).

The troops—
In maneuvers of the Army and the National Guard.
The Corps of Engineers—

In connection with work on the improvement of rivers and harbors, as
base maps for the representation of information needed for office
reference, and as a basis of plans for land defense of seacoast forts.

The Office of the Chief of Artillery—

In the Field Artillery: In the preparation and solution of problems
in minor tactics and strategy.

In the Coast Artillery: In the preparation of plans for land detense
and seacoast fortifications.

The Signal Corps—

In the establishment of wireless-telegraph systems, in the construc-

tion of telegraph land lines, and in ballooning.
The Quartermaster-General’s Office—

In connection with the development of water supplies for military
posts.

The Post-Office Department—

In the preparation of post-route maps, and in the administration of
the rural delivery service.

The Navy Department—
The United States Marine Corps—
In solving military problems and for use by troops in road marches,
TOPOGRAPHIC SURVEY. 75

1. By the Federal Government—Continued.
The Department of the Interior—
The Geological Survey—

As base maps for the sheets of the Geologic Atlas of the United
States, in surveys made to determine the mineral resources of the
country, in the classification of the public lands, and in the study
of various geologic problems, many of which have an economic
bearing.

In hydrographic surveys, made for the purpose of determining and
classifying the country’s water resources, both surface and under-
ground.

The General Land Office—
In the compilation of maps and in connection with the survey and
sale of public lands.
The Reclamation Service—
In irrigation projects in the arid regions.
The Office of Indian Affairs—
In connection with allotments to Indians on Indian reservations.
The Department of Agriculture—
The Forest Service—

In the compilation of Forest Atlas folios for use in determining ques-
tions of sale, free use of timber, and grazing; in trail construction
and other improvements in forest lands; and ag a base for field
investigations.

The Bureau of Soils—
In plotting the character and extent of the various soils of the country.
The Bureaus of Animal and Plant Industry—

In investigations for the improvement of the plant and animal indus-

tries of the country.
The Weather Bureau—

In connection with the establishment of river gaging stations to de-

termine suitable locations and exact elevations.
The Office of Public Roads—
In determining routes, mileage, location of road-building materials,
and topography in country traversed by public highways.
The Office of Experiment Stations—
In drainage and other investigations.
The Biological Survey—

In traveling through little-known regions, in laying out field work, in
locating and mapping the boundaries of the life and crop zones, and
in mapping the geographical distribution of plants and animals.

The Bureau of Entomology—
In plotting the distribution and spread of injurious insects.
The Department of Commerce and Labor—
The Coast and Geodetic Survey—
For obtaining geographical and topographical data outside of the
limits of Coast Survey work.
The Light-House Board—
In compiling charts for annual reports and for general office reference.
The Bureau of the Census—

In defining the enumeration and supervisors’ districts, in assisting
special agents in planning routes of travel, and in preparing maps
to illustrate Census reports.
76 PROGRESS REPORT

rt. By the Federal Government—Continued.
The Bureau of Fisheries—

In physical and biological surveys of lakes and streams, in connection
with the stocking of interior waters with food fishes and in locat-
ing fish-cultural stations.

The Smithsonian Institution—

In planning field trips, including the determination of routes of travel

and the establishment of camps or bases of supplies.
The Bureau of American Ethnology—
In field work for locating tribes and archeological sites, and in plot-
ting data for file and publication.
The United States Geographic Board—
In the study of questions presented for the Board’s decision.
The International Waterways Commission—
In the study of locations and routes of waterways. Z,

2. By States:
(a) In connection with cooperative agreements with the United States Geo-
logical Survey or with other Government bureaus.
(b) By State geological or other surveys.
(c) By State agricultural colleges.
(d) In good-roads investigations.
(e) In connection with legislation involving county or town boundary lines.
(£) In connection with legislation involving the granting of charters, rights,
ete., where a physical knowledge of the country is desirable or
necessary.
3. By engineers, for whom the maps serve the general purposes of preliminary
surveys:
(a) For location of railroads, canals, highways, trolley lines, ete.
(b) For providing a water supply for municipal use or for power.
(e) In connection with problems involving land drainage or irrigation.
(d) In connection with sewerage systems.
By miners, in prospecting for and locating mineral deposits.
By educational and scientific institutions, in many ways.
As a means of information:
(a) By land investors, through map representation of local conditions.
(b) By travelers or tourists, as guide maps.

Naw
TOPOGRAPHIC SURVEY. 77

INSPECTION.

At the beginning of the survey the law provided that the Governor
alone should arrange for carrying on the work of the Co-operative Topo-
graphic Survey, approve the vouchers, and accept or reject the methods
and results. Finding this task burdensome, and of a nature requiring
the services of a person skilled in topographic surveying, Governor Nash
on August 2, 1901, appointed Prof. C. N. Brown to take charge of the
work. The untimely death of Professor Brown on March 6, 1902, de-
prived the State of a most useful and efficient servant. On May 12, 1902,
Governor Nash appointed the writer to carry on the work, which he has
done continuously from that time to the present.

The work of inspection has consisted of, (1) procuring the necessary
legislation to carry on the work each year; (2) selecting those por-
tions of the State to be surveyed each year; (3) examining the methods
used in the field; (4) checking the results published in map form; (5)
examining and approving the payrolls and vouchers submitted for sala-
ries and other expenses nécessary to the work; (6) suggesting improve-
ments in publishing results; (7) furnishing information to the surveyors
prosecuting the work; (8) answering correspondence and miscellaneous
inquiries from the public; and (9) publishing the useful portions of the
notes gathered in the field which are not given in the maps.

(1) The authority for prosecuting the work is contained in the
clauses of the general appropriation bills passed, extracts from which
are given in Appendix A. Since no provision was made for printing the
reports of this office, in the law which provides for the printing of other
state reports, special legislation in the form of resolutions has been pre-
pared and adopted for this purpose, as exhibited in the same appendix.
When a warrant issued by the Auditor of State becomes lost or de-
stroyed, it requires a special act of the legislature to issue a duplicate.
One such act was necessary and was prepared and passed. As to making
appropriations, the committees of the legislature having the above mat-
ters in charge in the past have gladly approved the appropriations
therefor, when the great value of the work being done was explained to
them.

(2) Each year a new agreement is drawn up for prosecuting the
work, and accompanying this an outline is prepared of the work to be
executed during the season. The portions selected for survey are those
of which maps are most urgently needed at the time, subject to such modi-
78 PROGRESS REPORT

fications as the status of the work necessitates. Thus, since primary
control must precede the contour mapping, it is uneconomical to select
isolated quadrangles, unless previously controlled or unless control may
at once be obtained without sacrificing economy. Since all previous
public exploitations of our mineral resources have been based upon in-
adequate maps, a large portion of the early work of the Survey has been
executed in our region of greatest mineral wealth—the coal measures
of the south and east parts of the State. Also all the more populous
areas, such as those embracing large cities, have been covered as fast as
the funds have permitted.

(3) The methods used in the field have from time to time been ex-
amined and are believed to be the most economical and efficient that can
be devised for the purpose, namely, the production of a map to a scale
of about one mile to the inch. These methods have been gradually de-
veloped by the Survey officials from long experience, and are described

on preceding pages. It only remains to see that the field employes are

attentive to duty, and that they strive to get results economically and
well. The writer has kept in touch with this phase of the work, better
than would be otherwise possible, through his students at the State Uni-
versity, a number of whom are engaged on the work annually, either in
temporary or permanent capacities. The system of hiring temporary
employes for the minor positions, which might be inefficient in so many
other branches of work, is carefully regulated by national civil service
rules, so far as applicable, and by noting the former records of all em-
ployes. Temporary field employes are also largely recruited from
among students who are studying surveying in the various colleges, and
these young men besides being already partly trained, are naturally in-
terested in the work and anxious to make good.

‘When one contrasts the methods and results that have obtained in
the past in the survey of the public lands of the United States, under
the contract system formerly in vogue in the General Land Office, with
the work of the topographic branch of the U. 8S. Geological Survey, the
work of the Geographers, Topographers, and their assistants in the lat-
ter bureau is felt with new appreciation, and I desire here to express my
esteem for their character and work. I find them uniformly deeply in-
terested in their work, and often prosecuting it at nights and sometimes
even on Sundays. In other branches of our national service one has too
often heard of government positions being regarded as sinecures. All
the officials of the U. 8S. Geological Survey have shown themselves uni-

formly courteous, and ready at all times to furnish such information as |

was available.

(4) Before going to press a combined proof of each map is submit-
ted to the State for inspection. Each sheet is carefully examined in
this office and corrections and comments are transmitted on each sheet

{
TOPOGRAPHIC SURVEY. 79

to the Washington office. These are obtained by, (1) comparing the
proof with the Land Office records in the office of the Auditor of State
to see that the section, range, townships and reservation boundaries and
titles or numbers are correctly given. (2) Comparing the maps with
the field notes furnished, to see that the bench marks, triangulation sta-
tions, and primary traverse monuments are properly shown on the
sheets. (3) Comparing each sheet with adjacent finished sheets to see
that the topography fits when the maps are pasted together. (4) Com-
paring with the United States postal guide to see that all towns and
villages are given by name. (5) Comparing with data furnished by the
State Railroad Commission on steam and electric railroads. (6) Com-
paring with such limited data on streams as is here available and seeing
that high and low water elevations are marked on the Ohio. (7) Making
a casual examination of cross road elevations, contour numbers and con-
tour intervals. (8) Comparing with the State Highway Atlas to see
that improved roads so far as they are known are properly symbolized.
(9) Comparing in general the relief of the proof with such meagre data
on this subject as is known in this office. (10) Making a general com-
parison of miscellaneous features which occasionally affords suggestions
for bettering the maps. :

The maps are drawn in the field in pencil by the various topog-
raphers from first hand information and during the winter months are
carefully inked and lettered by the same officials. Then the sheets are
carefully edited at Washington, modifying the official names where nec-
essary by using the decisions of the U. 8. Geographic Board and of the
United States Post Office authorities. Notwithstanding this carefl
work, there are details that they do not cover, and there have been few
of the topographic proof-sheets submitted to this office, on which correc-
tions have not been made, or on which some comments have not been
offered by this office which would improve the quality of the work.

(5) Every account submitted for salary or expense has been care-
fully scrutinized before being transmitted to the Auditor of State, and
there is on file in the office of that state official a certified voucher for
every penny of the $202,063.74 expended by the State. Up to January
1, 1910, the corrections made in this office to the accounts as submitted
by the National Government have totaled nearly $3,000. Of this amount
$2,400 was an overdraft, in two installments on the Ohio funds, which is
to be equalized at the close of the year 1910. Of the remaining amount
$564.55 was for accounts erroneously charged to this State, and the re-
maining corrections were in small amounts miscalculated in the exten-
sions and footings of vouchers submitted by the surveyors. These latter
small accounts are largely offset by small mistakes made by the national
officials against themselves. However, since a federal regulation does
not permit of such small corrections being made in favor of its employes
80 PROGRESS REPORT

after vouchers are rendered, a trifling amount has thus reduced the cost
cf the work to the State.

(6) In the matter of suggesting improvements in publishing the
maps, it is believed that this office was the first in the country to impress
upon the national officials the importance of showing section numbers.
This service was rendered by the first inspector, Prof. C. N. Brown, and
all the later maps of the federal bureau now exhibit this feature in other
States as well as in this. Other improvements have by its own motion
been adopted by the Washington bureau since the survey of this State
began. The more important of these are: (1) The quality of the paper
has been improved, (2) Cemeteries are now shown, (3) Metaled roads
are indicated by a suitable symbol, (4) Woods are shown by a green
overlay on some of the maps, and eventually are to be shown on all of
our sheets, as the notes for this purpose have been taken during the
survey.

The writer has suggested to the Washington officials, and here resug-
gests, (1) that the elevations of water surfaces where shown be printed
in blue instead of in brown as is now the custom. Brown figures logic-
ally indicate ground elevations, and placed on a water feature should
indicate the elevation of its bed at the given point. The practice of the
engravers has not been uniform on this point. For instance, in the
U.S. Geological Survey map of Crater Lake in Oregon, blue figures are
used to indicate depths, while in its map of Norfolk, (Va.) and vicinity,
brown figures indicate depths. On this latter map an approach is made
to the universal method suggested, for, sounding lines (corresponding
to contour lines) are shown here in brown. (2) That intermediate con-
tour lines be made very light in contrast with those accentuated. This
method of engraving makes the relief very much easier to read. For
example, compare the Medina or Wellington sheets in Ohio, or the Crys-
tal Falls or Sagola sheets in Michigan with other sheets exhibiting
similar relief with contour lines not so strongly contrasted. (3) That
contour numbers be placed at closer intervals on the accentuated contour
lines, and that these numbers be used oftener where needed on inter-
mediate lines. In country where the topography is intricate, frequent
contour numbers area great aid in reading maps quickly, and where a
hill is capped with an intermediate contour line its number if placed
upon it makes the map much more quickly legible. (4) That school
houses be distinguished from churches by omitting the cross mark from
the school house flag poles. These classes of buildings are readily noted
while surveying, and the use of differing symbols on the maps would
make for ease in traveling the highways on the part of persons using the
maps. (5) That primary traverse stations be marked by a small rec-
tangle or square or other distinguishing symbol, instead of the triangle
enclosing a dot. which is now used to represent both primary traverse’
TOPOGRAPHIC SURVEY. 81

and triangulation stations. The different methods used in locating such
monuments, with the resulting difference in accuracy, is sufficient to
warrant differing symbols. (6) That in addition to post office names of
small settlements, the local name where different be given in hair line
gothic. During the past decade, while the Post Office Department of
our national government was establishing new post offices, many new
names for small settlements were adopted by that bureau that are
now scarcely known since the installation of rural free delivery. Many
of these settlements had names well known locally, which names are very
useful in tracing back old information, as well as very useful for present
day purposes. In substituting Post Office names for the former local
designations, the maps as now published contain many place-names since
abandoned by the Post Office, and scarcely known either nationally or
locally. Printing on the local characterization in hair line gothic, as was
originally the custom of the Geological Survey, would have saved this
situation.

(7) Transcripts from the records of the Auditor of State and other
information of a miscellaneous character have been furnished when
asked for by the federal officers, to further the progress of the work.
These miscellaneous inquiries on the part of the federal officers range
over a number of topics, from tracing lost vouchers, to looking up the
State laws touching survey matters as to official names for various
features, and looking up other data obtainable in this State for use in
map compilation.

(8) By way of furnishing data to the public, this office has fur-
nished each of twenty state bureaus copies of engraved sheets after they
were issued for this purpose. The U. S. Geological Survey transmits
twenty-five copies of each sheet, and the remaining five copies are held
in this office subject to disposal by the Governor. The bulk of the infor-
mation furnished to the public has consisted of answering inquiries con-
cerning maps available, furnished adjusted elevations of bench marks
set, and giving information in regard to monuments of horizontal con-
trol, which as already stated have recently been used in making tax
maps. Together with letters from federal officials, such correspond-
ence amounts to about 200 letters per annum.

(9) By way of publishing field notes, a first report of progress was
published in 1904, under the title of Preliminary Report on the Ohio Co-
operative Topographic Survey to November 15, 1903. The present report
is the second one published on the progress of the work, and has been
prepared as in the previous case, to make more fully available to the
public information that has been gathered but not published on the
maps. These latter as has been stated are always obtainable at the
Washington Office by addressing The Director of the U. S. Geological
Survey. This office at all times welcomes inquiries concerning the work,
and will gladly furnish any one such information as may be available.

6—T. 8.
82 PROGRESS REPORT

RECOMMENDATIONS.

Elsewhere has been told how the federal funds have declined from
the original annual appropriation of $25,000, which was to have been
continued until the State was completely surveyed. At the invitation of
the Director of the U. 8. Geological Survey, the writer visited Washing-
ton in May, 1908, and, at a national conference of state and federal
officials, having in charge the various topographic surveys of the States,
presented vigorously on the floor of the assembly the claims of Ohic
with regard to carrying out the original agreement verbally stated by «
federal official at the beginning of co-operation. This was just before
the second reduction of $6,000 was made in the federal allotments, leav-
ing only $19,000 available for the year ending June 30, 1909.

On May 4, 1909, Director George Otis Smith announced a further
reduction, in his letter to the officers of the various States. This resulted
in a decline in the allotment to Ohio from $19,000 of the previous year
to $15,000 for the year ending June 30, 1910. Director Smith’s letter,
given on preceding pages, was printed in the Mining and Scientific Press
(San Francisco) June 19, 1909. The editor of that journal asked for
discussion, and the writer in the issue of September 4th following, made
reply to the Director’s arguments as follows:

CoLumBus, Oxuto, August 9, 1909.

Sir :—May I call attention in your columns to some phases of co-
operation in topographic surveys which do not seem to have been con-
sidered by George Otis Smith in his letter in your issue of June 19? He
says in substance: (1) that the special claims of the public-land States,

where the Federal interest in the adequate mapping is paramount by... .

reason of public ownership of land, and (2) that the progress of the
topographic map of the United States as a whole, are the two general
considerations which must govern the distribution of the topographic
surveys in various portions of the United States until specific progress
is made in the appropriation for cooperative work.

Let me ask, Does public ownership of land necessarily constitute a
special claim for a United States Geological Survey contour topographic
map of such land? I think not.. Do we need contour topographic maps
of vast stretches of plain or prairie which are not yet homesteaded, and
on which little or no population resides, simply because this land is Gov-
ernment land, as much as we need such maps for thickly settled regions
where farming is intensive, and roads are building, where towns exist.
TOPOGRAPHIC SURVEY. 83

mines and quarries are being worked,.and where other development aud
administration problems press? Suppose a given State to contain en-
tirely public land. The adequate mapping of such land would consist
of subdividing it for homesteads, surveying its forest boundaries, mak-
ing appropriate reclamation surveys, and surveying or mapping its
rivers and harbors for possible improvements. For all this work th2
Federal Government has other organizations and appropriations. There
would be no population aside from national offcials in such a territory
to call urgently for the complete maps of the United States Geological
Survey, and these completed maps would be paid for by the people of
’ the other States which were refused such surveys because they contained
no public land. The appropriations made to the General Land Office,
the Forestry Bureau, to the Corps of Engineers of the War Department,
and to the Reclamation Service, should care for the paramount Federal
interests in the public-land States, leaving the United States Geological
Survey to care for the adequate mapping of the more intensely devel-
oped regions, be they regions in public-land States or States in which
there is no public land whatever.

Supposing in another State the United States owned not an acre.
This fact alone would mean a thickly populated country whose citizens
needed detailed contour topographic maps for solving their problems
of intensive agriculture, of sewerage, and water-supply, of highway, rail-
way, and canal construction, of water-power development, of flood pre-
vention, of mining and quarrying, and of many other projects of urgent
need and immediate value. Density of population and intensity of
development should be the guiding principles for distributing the topo-
graphic surveys of the United States Geological Survey, rather than
federal ownership of the soil-rights.

As to the Director’s second consideration, the scheme of gradually
decreasing allotments suggests the traveler who each day rested after
completing one half of the remainder of his journey. It seems to set
up as ideal the completion of the whole United States simultaneously,
disregarding the fact that one of these States might be in sore need of a
complete map of its area 20 years before the work would be done, and
another State might not be in such pressing need until 20 years after.
The defects in the proposed scheme are clearly shown when applied
to the State of Ohio, where it works a severe hardship, not to say an
injustice. In 1900 a representative of the U. 8. Geological Survey pre-
sented to the General Assembly of Ohio an estimate wherein it was
proposed to complete the state survey in eight years with annual appro-
priations of $50,000, divided equally between the State and the United
States. Acting upon this, the legislature appropriated the $25,000 with
which to begin the work, and has done so faithfully each year since.
expecting to see the State mapped completely by the expiration of 1908.
84 : PROGRESS REPORT

However, owing to a mistake in the estimate, and to weleome improve-
ments in the surveys and maps, under the original scheme Ohio would
not have been mapped until 1912, as the cost is averaging about $15 per
mile instead of $10. But meanwhile the cuts in the appropriation for
the topographic branch made by Congress, and above all the new pro-
posed scheme of the Director of the Survey, have deferred the ,comple-
tion to the uncertain future. At this writing there are surveyed only
122 out of the 212 fifteen-minute quadrangles necessary to complete thie
State survey, and no one can see the end of the survey, so far as the
United States Geological Survey maps concern Ohio, under the new
scheme.

Ohio’s urgent canal questions must wait until some State which has
its canals yet to build is surveyed; her flood prevention problems must
remain unstudied until the survey of some State whose valleys ure
scarcely yet settled, is nearing completion; her minerals, forests, soils,
on which five million people dwell, cannot be studied as a whole until
some State with scarcely as many hundred thousand has its domain
practically mapped complete.

: That the need for a complete map of this State is real and not fan-
‘cied is illustrated by the work now-in progress on the State road-map.
The Ohio State Highway Commisioner received from the Legislature
last March an appropriation of $5,000, with which to complete before
the end of the year a road-map of each county. With about 65% of
the actual area of the State surveyed by the United States Geological
Survey, only 22 out of the 88 counties are completely covered by those
maps, leaving the remainder to be filled in from such meagre other data
as can be obtained.

C. E. SHERMAN.

Both spoken and written protests were, however, unavailing, and
the allotments after next year from the federal bureau will be only
$10,000 annually thereafter. The pressure in Congress from what has
usually been termed log-rolling, and has later been christened the ‘‘ perk
barrel’’ policy, has been too strong to be overcome by the Survey off-
cials. The survey will therefore not be completed before 1920 if the
State appropriates no more than the Federal bureau allots.

There remain to be surveyed 14,228 square miles. Assuming the
cost at $15 per square mile, the total money yet required is $213,420.
If the State should annually appropriate $25,000 and the Washington
authorities allot $10,000, the survey could be finished in 1916, or with
favoring circumstances probably in 1915.

It is recommended, therefore, that the original appropriation of
$25,000 be annually made for the next six years until the map is com-
plete. To make the smaller appropriation would be to deprive the pres-
TOPOGRAPHIC SURVEY. 85

ent generation from the use of the complete results for half a decade.
Further, even under the recommendation here advanced, the cost to this
State of a complete and highly valuable map of its entire domain would
be only about $7.50 per square mile, a ridiculously low figure as any
one will admit if he attempts to make a contour topographic map of a
square mile for that sum.

* Té is also recommended that our Indiana and Michigan boundaries
be officially surveyed and marked. The Indiana boundary has gained
its residence on the ground, but it ought to be permanently monu-
mented.

The Michigan boundary is still unsettled. Echoes of the Erie war
of 1835 still rumble along the line, in the way of disputes on farm boun-
daries, and of questions of taxation on various strips of land. Land
owners claim they are being taxed in two States on identical parcels of
land in some instances. ,

If these boundaries were established and permanently monumented
by joint commissions from the States interested, as was the Ohio-Penn-
sylvania boundary, or, if the work were done by some federal bureau
whose authority was recognized by the States concerned, a valuable
service would be rendered our citizens. The latter plan offers a more
efficient and economical solution, and the matter will be formally pre-
sented to the General Assembly.

It is recommended that, at the completion of the survey, the metal
tablets set for bench-marks be stamped with adjusted elevations to the
nearest tenth of a foot. There will be approximately 2,200 of these, and
the expense should not exceed about $5,000. The worth of this work
would be many times its cost to the local and other residents of the
State.

It is recommended that a final report be issued for public distribu-
tion, exhibiting the notes complete that have been gathered in the field,
similar to the present progress report. This report should contain the
appendices, contained in the present report, extended to completion in
finally and carefully edited form.

Lt would be well also to publish a full description of the public land
systems which have been used within our boundaries. Ohio was the
experimental ground for developing our present national system of sur-
veying public lands, and within our state limits more systems have been
tried than in any other State in the Union. It was contemplated adding
such a description to the present report, but the matter is better left for
a separate volume. The question of public land lines as originally laid
upon the ground, is apt in various ways to touch the business affairs of
land owners in every part of the State, and a clear explanation of the
records on file in the Land Department of the Auditor of State would be.
of much value to our citizens.
86 PROGRESS REPORT

EXPLANATION OF APPENDICES.

For the purposes of this‘ report the following definitions have been used:

1. Level surface, that of a body of water at rest.

2. Datum, a level surface used for reference.

3. Sea level, imagining it extended to ensphere the earth, has been used for
zero datum.

4, Elevation, the vertical distance above or below sea level.

5. Contour, an imaginary or actually marked line on the ground all points of
which are at the same elevation.

6. Contour-line, a line on a map representing a contour.
+ 7 Quadrangle, a portion of the earth’s surface bounded by meridians of
* longitude and parallels of latitude.
8. Sheet, the map of a quadrangle.
9. Azimuth, the horizontal direction of a line in angular amount measured .

from south in a clockwise direction.

10. Back azimuth (used with reference to a line whose azimuth has been al-
ready given from one extremity), the azimuth of the line from the other
extremity. For short lines the azimuth and back azimuth will vary by
closely 180°, but in a long line this difference will vary because of the
convergence of meridians at the extremities.

Appendixes A and B require no explanation.

Appendix C requires no explanation, but the following suggestion with regard
to filing sheets is here offered to those who intend to use complete files of the
topographic maps of this or of any other State.

Call a series of quadrangles running east and west a row, A series running
north and south a column. Designate each quadrangle by its least latitude and
longitude, always naming the latitude first. File the sheets by rows of latitude
in the order of increasing longitude, or in columns of longitude by increasing lati-
tude, whichever one fits the user’s case best.

This method has several advantages. Owing to the universal custom of reck-
oning latitude from the equator, and the almost universal custom of reckoning
longitude from Greenwich in England:

(1) It happens that in all parts of our land, including Alaska and our island
possessions, the latitude is less than the longitude, and the figures giving
least latitude and longitude oceur in the lower right-hand corner, the
corner almost universally used for titles of maps or plans filed in series.

(2) Ambiguity in titles of sheets, otherwise designated, would be thus totally
avoided. In some instances, other titles are changed during the progress
of a survey. This confusion is therefore avoided. In one instance in this
State, the Siam quadrangle, the quadrangle name thus far adopted by the
Washington office, is scarcely known by the name to even the local in-
habitants.

(3) It forms a ready means of reference to any quadrangle not yet surveyed,
and to which another name has not therefore been given.
TOPOGRAPHIC SURVEY. 87

(4) Index Maps of the Survey may not be at hand. Any map, worthy of the
name, of an extended area shows latitude and longitude lines, and these
may be used in inquiring for sheets in the manner suggested.

(5) Maps of contiguous areas would occur in sequence in file. Not so if the
sheets are filed alphabetically by the local names of the quadrangles.

(6) Local systems of numbering sheets would thereby be avoided. One bureau
in this State, which has constant use for our maps, numbered the sheets,
consecutively from 1 to 211, and then found it had omitted one quad-
rangle containing only a small area of land, necessitating a subscript to
a number already used for another sheet.

(7) The system applies with equal facility to Mexico and Canada. All por-
tions of Greenland have longitudes less than their latitudes, but with this
unimportant exception, the system of naming least latitude first and least
longitude next, would designate without confusion and in the lower right-
hand corner any quadrangle in North America.

It is interesting to note in passing, that in more than 80% of the land area
of the world a given point has less latitude than longitude, but throughout no
other continent than that of North America would the least latitude and least
longitude occur in the quadrangle corner which is so convenient for filing.

Appendix D is a list of primary triangulation stations, arranged by counties
alphabetically. This arrangement supplemented by the red map in the envelope
at the back of this report will enable the data concerning any station to be readily
found.

Lines joining these stations make angles with meridians at their extremities,
which are given with great accuracy in the tables. By azimuth is meant the
horizontal angle from the south point around to the pointing given, measured in
a clockwise direction. Thus a line bearing due west from a given position would
have an azimuth of 90°. One bearing due north from the same position would
have an azimuth of 180°, and one running due east from the same triangulation
station would have its azimuth stated as 270°. If a straight line were started due
east from a triangulation station and prolonged five miles, the meridians at the
ends would not be parallel because of the convergence of true north and south
lines, which are five miles apart. This convergence and the method of measuring
azimuth as above explained accounts for the difference in the two columns headed
“Azimuth’’ and ‘‘Back Azimuth.’’

In a number of instances these azimuths between triangulation stations might
be used for laying off true meridians, or for determining the declination of the
needle at a given station, where the position of the monument at the other end
of the line is known with reference to a nearby mark (as a church spire) which
is visible from the station occupied. That is, a correction angle, calculated with
' the distance from spire to monument as one side and the distance between sta-
tions as the other, could be applied to the azimuth given in the table. However,
the distance between the stations is usually too great to serve economically for

the purposes named. The distances between stations may be had from the last
column in each table by using a table of logarithms and reducing the distance

thus ascertained in meters to feet by multiplying each meter by 3.280833 feet. .

A practical use to which these tables lend themselves is in furnishing monu-
ments upon which to base large scale surveys, and in furnishing points with which
to check existing maps. They should be extremely useful in checking extensive
cadastral surveys.

Appendix E has been checked over by Messrs. H. D. Bruning and J. R. Cham-
berlin by means of tracing cloth ruled to minutes and fractions thereof of lati-
tude and longitude and applied to the maps. In this way a number of mistakes
in previous government publications, and in notes transmitted from the Wash-
88

PROGRESS REPORT

ington office, have been discovered and corrected. Notwithstanding this care, in

such a large mass of data it is not possible to avoid all mistakes.

Therefore the

user of this table is cautioned to use more than one point to check on where the
tabular results are used for checking surveys, or used for starting points upon

which to base future cadastral surveys.

this way the following information is appended:

For those intending to use the table in

TABLE OF LENGTHS ON THE MERIDIAN.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Lengths of degrees. Length of one min. Length of one sec.
Lat. Miles. Feet. In feet. In feet.
38° 68 .969 364,152.8 6,069.2 101.15
39° 68 .981 364,215.8 6,070.3 101.17
40° 68 .993 364,279 .4 6,071.4 101.19
41° 69.006 364,343 .4 6,072.4 101.21
42° 69.018 364,407 .4 6,073.5 101.22

TABLE OF LENGTHS ON THE PARALLELS.

Lengths of degrees. Length of one min. Length of one sec.
Lat. Miles. Feet. In feet. In feet.
38° 54.579 288,171 .7 4,802.9 80.05
39° 53.829 284,215.0 4,736.9 78.95
40° 53 .063 280,169.8 4,669.5 77.83
41° 52.281 276,039 .2 4,600.7 76.68
42° 51.483 271,826.6 4,530.4 75.51

 

 

 

 

For approximate purposes from the above table it may be seen that a second
of latitude equals about 100 feet, and a second of longitude is about three-fourths
The latter is an approximate figure for Ohio points only. As the
geographical position for all points are given to tenths of seconds, that is, to

this amount.
TOPOGRAPHIC SURVEY. 89

about within 10 feet of position, this appendix ought to be of extended use in
making or checking new surveys.

Where azimuths are given in Appendix E they have been italicised for ready
ease of reference. These azimuths in practically all instances answer every pur-
pose of meridian marks. An azimuth is as explained in the remarks on Appendix
D. Therefore turning off its numerical value in a counter-clockwise direction, the
telescope on the transit would point due south.

The material in the table is in general arranged chronologically by years in
the order in which it was gathered. To find the primary traverse executed in any
given locality refer to the red map at the back of this report for the quadrangle
covering the area, and in the index find by quadrangles the necessary pages.

Appendix F gives the elevations of all permanent bench marks, marked by
metal tablets, and in addition the elevations of many other marks, such as chisel
cuts in masonry structures, etc., which for all practical purposes serve the uses
of the metal tablets. The elevations of many other points such as the tops of
railroad rails will serve as rough checks on any future leveling that may be done
by county or city surveyors or others who will be doing this kind of work. In
all cases the user of these elevations should check on more than one point at the
beginning and end of his work, to guard against possible typographical errors in
the notes and against possible disturbance of the monuments in the field. ~

The bench mark elevations printed on the maps of the Topographic Survey
are merely for purposes of identification, and may be a foot or so in error as
evidenced by the figures of the table. To find the established bench marks in
any region of the State, refer to the blue map at the back of this report for the
quadrangles covering the area, and then use the index for the pages giving bench
mark notes of the quadrangles wanted.

Appendix G gives in finally adjusted form all the bench marks on the lines
of precise levels in the State, included in the net adjusted by the Coast and
Geodetic Survey. These were taken from the volumes issued by that bureau, in
which the elevations are tabulated in meters, and were reduced to feet by multi-
plying each meter by 3,280833, by Messrs. W. D. Turnbull and C. E. Shoemaker:
Independent calculations were made for each reduction, hence the results should
be practically free from error.

By reference to the blue map at the back of this report the lines of precise
levels will be found marked with especial symbols. Finding on the map the
desired marks within a known quadrangle, reference to the desired elevations
may be had in the index by quadrangles.

Appendixes H and I are sufficiently explained in themselves.
APPENDIX A.
LEGISLATION AND AGREEMENTS.
92 PROGRESS REPORT

APPENDIX A.
H. B. No. 904, Passed April 16, 1900.

To make appropriations for the last three quarters of the fiscal year ending November
16, 1901, and the first quarter of the year ending February 15, 1902.

Be it enacted by the General Assembly of the State of Ohio:

Section 1. That the following sums, for the purposes herein specified, are appro-
priated out of the moneys in the state treasury to the credit of the general revenue
fund not otherwise appropriated, subject to draft on and after February 15, 1901, to-wit:

* * * * * * * * * *

For co-operation with the United States Geological Survey in the preparation and
completion of a contour topographic survey and map of this state, to be paid upon
vouchers approved by the governor, and the governor is hereby authorized to arrange
with the director or representative of the United States Geological Survey concerning
this survey and map, its scale, method of execution, form and all details of the work in
behalf of this state, and may accept or reject the work executed by the United State
Geological Survey, the sum of ........... 0... c cece eee ete nee eens $25,000 00

And it is hereby provided that said map shall accurately show the outlines of all
townships, counties and extensive wooded areas in this state as existing on the ground
at the time of the execution of these surveys; the location of all roads, streams, canals,
lakes and rivers; and shall show by contour lines the elevations and depression of the
surface of the country, provided, further, that the state shall pay not to exceed one-
half of the cost of survey as completed. z * * e fs

A. G. REyNo.ps,
Speaker of the House of Representatives.
Jno. A. CALDWELL,

President of the Senate.
Passed April 16, 1900.

H. B. No. 1053, Passed May 12, 1902

An act to make appropriations for the last three quarters of the fiscal year ending No-
vember 15, 1902, and the first quarter of the fiscal year ending February 15, 1903,

Be it enacted by the General Assembly of the State of Ohio:

Section 1. That the following sums, for the purposes herein specified, are appro-
priated out of any moneys in the state treasury to the credit of the general revenue
fund not otherwise appropriated, to-wit: * ae * * *

For co-operation with the United States Geological Survey, in the preparation and
completion of a contour topographic survey and map of this state, the sum of twenty
thousand-dollars: as. <.cic sad disease ed 8 dea vad duchy dante bs be alawd Ae SOR $20,000 00

To be paid upon vouchers approved by the governor, and the governor is hereby
authorized to see that such work is carried on as heretofore arranged with the represen-
tatives of the United States Geological Survey; and he may accept or reject the work
executed by the United States Geological Survey; and if he finds it necessary to have
an assistant in this work he may employ a competent person and pay him a reasonable
compensation out of this appropriation. * # z * *e

W. 8S. McKinnon,
Speaker of the House of Representatives.
F. B. Arcusr, .
Passed May 12, 1902. President of the Senate.
TOPOGRAPHIC SURVEY. 93

H. B. No. 1059, Passed May 12, 1902.

An act to make appropriations for the last three quarters of the fiscal year ending No-
vember 15, 1903, and the first quarter of the fiscal year ending February 15, 1904.

Be it enacted by the General Assembly of the State of Ohio:

Srction 1. That the following sums, for the purposes herein specified, are appro-
priated out of any moneys in the state treasury to the credit of the general revenue
fund not otherwise appropriated, subject to draft on and after February 16, 1903, to-wit:

For co-operation with the United States Geological Survey, in the preparation and
completion of a contour topographic survey and map of this state, the sum of thirty
thousandsd Ogre) -y 29554 ont deat, tk 5 eda ah etek ets 6h GALE AE AINE Sear iapani tus $30,000 00

To be paid upon vouchers approved by the governor, and the governor is hereby
authorized to see that such work is carried on as heretofore arranged with the represen-
tatives of the United States Geological Survey, and he may accept or reject the work
executed by the United States Geological Survey; and if he finds it necessary to have
an assistant in this work he may employ a competent person and pay him a reasonable
compensation out of this appropriation. is ‘i e a *

W. S. McKinnon,
Speaker of the House of Representatives.

F. B. ArcHErR,

President of the Senate.

H. B. No. 505, Passed April 25, 1904.

An act to make appropriations for the last three quarters of the fiscal year ending No-
vember 15, 1904, and the first quarter of the fiscal year ending February 15, 1905.

Be it enacted by the General Assembly of the State of Ohio:

Section 1. The following sums, for the purposes hereinafter specified, be and
the same are hereby appropriated out of any moneys in the state treasury to the credit
of the general revenue fund not otherwise appropriated, to-wit: * *

For co-operation with United States Geological Survey, in the preparation and
completion of a contour topographic survey and map of this state, the sum of twenty-
five thousand dollars ........00. 0.00 e eee ee $25,000 00

To be paid upon vouchers approved by the governor, and the governor is hereby
authorized to see that such work is carried on as heretofore arranged with the represen-
tatives of the United States Geological Survey, and he may accept or reject the work
executed by the United States Geological Survey; and if he finds it necessary to have
an assistant in this work he may employ a competent person and pay him a reasonable
compensation out of this appropriation. * * * * *

Grorcr T. THomas,
Speaker of the House of Representatives.
W. G. Harpine,
Approved May 6, 1904. President of the Senate.
Myron T. Herricr,
Governor.

H. B. No. 566, Passed April 25, 1904.

An act to make appropriations for the last three quarters of the fiscal year ending No-
vember 15, 1905, and the first quarter of the fiscal year ending February 15, 1906.

Be it enacted by the General Assembly af the State of Ohio:
Section 1. The following sums, for the purposes hereinafter specified, be, and
94 PROGRESS REPORT

the same are hereby appropriated out of any moneys in the state treasury to the credit
of the general revenue fund not otherwise appropriated, subject to draft on and after
February 16, 1905, to-wit: 5 * * * * * *

For co-operation with United States Geological Survey, in the preparation and
completion of a contour topographic survey and map of this state, the sum of twenty-
five'thousand dollars au: 3 aac: se ee0 G4 kek BEA xeES BRUHN Aw Pew ayes $25,000 00

To be paid upon vouchers approved by the governor, and the governor is hereby
authorized to see that such work is carried on as heretofore arranged with the represen-
tatives of the United States Geological Survey, and he may accept or reject the work
executed by the United States Geological Survey; and if he finds it necessary to have
an assistant in this work he may employ a competent person and pay him a reasonable
compensation out of this appropriation. - s . * *

Grorcse T, THomas,
Speaker of the House of Representatives.
W. G. Harnine,
Approved May 6, 1904. President of the Senate.
Myron T. Herrick, Governor.

H. B. No. 547, Passed March 28, 1906.

An act to make appropriations for the last three quarters of the fiscal year ending No-
vember 15, 1906, and for the first quarter of the fiscal year ending February
15, 1907.

Be it enacted by the General Assembly of the State of Ohio:

Sxcrion 1. That the following sums, for the purposes hereinafter specified, be,
and the same are hereby appropriated out of any moneys in the state treasury to the
credit of the general revenue fund, not otherwise appropriated, to-wit: * *

For co-operation with United States Geological Survey, in the preparation and
completion of a contour topographic survey and map of this state, the sum of twenty-
five thousand dollars... 2.6... 1... cece cece e eect ees $25,000 00

To be paid upon vouchers approved by ‘he governor, and the governor is hereby
authorized to see that such work is carried on as heretofore arranged with the represen-
tatives of the United States Geological Survey, and he may accept or reject the work
executed by the United States Geological Survey; and if he finds it necessary to have
an assistant in this work he may employ a competent person and pay him a reasonable
compensation out of this appropriation. % = - fe *

C. A. THomPson.
S peaker of the House of Representatives
James M. WILLrIAMs,
Became a law April 11, 1906. President pro tem. of the Senate.

H. B. No. 634, Passed April 2, 1906.

An act to make appropriations for the last three quarters of the fiscal year ending No-
vember 15, 1907, and for the first quarter of the fiscal year ending February
15, 1908.

Be it enacted by the General Assembly of the State of Ohio:

Section 1. That the following sums, for the purposes hereinafter specified, be,
and the same are hereby appropriated out of any moneys in the state treasury to the
credit of the general revenue fund, not otherwise appropriated, to-wit: * *

For co-operation with United States Geological Survey, in the preparation and
completion of a contour topographic survey and map of this state, the sum of twenty-
TOPOGRAPHIC SURVEY. 95

five thousand dollars: 0 g.02060deees ORL bes Giese ase Eek aE EA vee ee $25,000 00
To be paid upon vouchers approved by the governor, and the governor is hereby

authorized to see that such work is carried on as heretofore arranged with the represen-
tatives of the United States Geological Survey, and he may accept or reject the work
executed by the United States Geological Survey; and if he finds it necessary to have
an assistant in this work he may employ a competent person and pay him a reasonable
compensation out of this appropriation. re * ee 7 7

C. A. THoMPsoN,
Speaker of the House of Representatives.

James M. WILLIaMs,
Became a law April 16, 1906. President pro tem of the Senate.

‘

H. B. No. 1287, Passed May 9, 1908.

An act to make appropriations for the last three quarters of the fiscal year ending No-
vember 15, 1908, and the first quarter of the fiscal year ending Tee 15, 1909.

Be it enacted by the General Assembly of the State of Ohio:

Section 1. That the following sums, for the purposes hereinafter specified, be,
and the same are hereby appropriated out of any moneys in the state treasury to the
credit of the general revenue fund, not otherwise appropriated, to-wit: # *

Co-operation with United States Geological Survey, balances and.... $25,000 00

Freeman T. EaG.eson,
Speaker of the House of Representatives.
James M. WILLIAMs,
Passed May 9, 1908. President of the Senate.
Approved May 11, 1908.
Anprew L. Harris, Governor.

H. B. No. 129, Passed March 12, 1909.

An act to make appropriations for the last three quarters of the fiscal year ending No-
vember 15, 1909, and the first quarter of the fiscal year ending February 15, 1910.

Be it enacted by the General Assembly of the State of Ohio:

Section 1. That the following sums, for the purposes hereinafter specified, be,
and the same are hereby appropriated out of any moneys in the state treasury to the
credit of the general revenue fund, not otherwise appropriated, to-wit: * *

For co-operation with the United States Geological Survey, in the preparation
and completion of a contour topographic survey and map of this state, balances
ens Be es rea eee ete ee Re ae ees ee $20,000 00

To be paid upon vouchers approved by the governor, and the governor is hereby
authorized to see that such work is carried on as heretofore arranged with the represen-
tatives of the United States Geological Survey, and he may accept or reject the work
executed by the United States Geological Survey; and if he finds it necessary to have
an assistant in this work he may employ a competent person and pay him a reasonable
compensation out of this appropriation. * * * * *

GRANVILLE W. Mooney,
Speaker of the House of Representatives.
Francis W. Treapway,
Approved March 16, 1909. President of the Senate.
Jupson Harmon, Governor.
96 PROGRESS REPORT

Senate Joint Resolution No. 15.
JOINT RESOLUTION.

Providing for the publication of the report of the Ohio co-operative topographica
survey.

Be it resolved by the General Assembly of the State of Ohio: That the state printer
be hereby authorized to print, as soon as practicable, twenty-five hundred copies of the
report of the inspector of the Ohio co-operative topographic survey which comprises
that information hitherto gathered by the survey and not published in map form, and
covering the work of the survey from its inception to November 15, 1903.

That five copies of the same be sent to each member of the general assembly, one
hundred copies be sent to the state library, one hundred copies be sent to the governor
or his representative on the survey, and the remaining copies be deposited with the
secretary of state for future distribution, provided, however, that no more than fifteen
hundred copies including those distributed to the governor, library, and members of
the general assembly, be distributed the first vear.

Grorer T. THomas,
Speaker of the House of Representatives,
Gro. H. CHAMBERLAIN,
Adopted March 25, 1904. President pro tem of the Senate.

House Joint Resolution No. 54.
JOINT RESOLUTION.

Relative to the printing of 2,500 copies of the report of the inspector of the Ohio co-
/ operative topographical survey.

Be it resolved by the General Assembly of the State of Ohio: That the state printer
be hereby authorized to print, as soon as practicable, twenty-five hundred copies of the
report of the inspector of the Ohio co-operative topographical survey which comprises
that information hitherto gathered by the survey and not published in map form, and
covering the work of the survey from November 15, 1903, to February 1, 1906.

That five copies of the same be sent to each member of the general assembly, one
hundred copies be sent to the state library, one hundred copies be sent to the governor
or his representative on the survey, and the remaining copies be deposited with the
secretary of state for future distribution, provided, however, that no more than fifteen
hundred copies including those distributed to the governor, library and members of the
general assembly, be distributed the first year.

C. A. THomPson,
Speaker of the House of Representatives.
James M, WILLIAMs,
Adopted March 28, 1906. President pro tem. of the Senate.

Senate Joint Resolution No. 72.
JOINT RESOLUTION.

Be it resolved by the General Assembly of the State of Ohio: That the state printer
is hereby authorized and directed to print, as soon as practicable, three thousand
copies of the report of the Inspector of the Ohio Co-operative Topographic Survey,
comprising that information hitherto gathered by the survey and not published in
map form, and covering the work of the survey from its inception to January 1, 1908,
and that such copies be bound in English bucbram, in accordance with the recommen-
dation of the state supervisor of public printing.
TOPOGRAPHIC SURVEY. 97

That when said report is printed and bound, as aforesaid, the following disposition
and distribution shall be made thereof: To each member of the seventy-seventh
general assembly, five (5) copies; to the state library, for exchange, one hundred (100)
copies; to the governor or his representative on said survey, one hundred (100) copies;
and the remaining copies shall be deposited with the secretary of state for future distri-
bution, provided, however, that not more than fifteen hundred (1,500) copies, including
the copies to be distributed as aforesaid, shall be distributed within the first year after
the publication thereof.

Freeman T. EAGLeson,
Speaker of the House of Representatives.
James M. WILLIAMs,
Adopted May 9, 1908. President of the Senate.

AGREEMENT.

Between the Governor of Ohio and the Director of the United States Geological Survey
for the execution of the Co-operative Topographic Survey of the State of Ohio,

as provided for in An Act (H. B. No. 904) Passed April 16th, 1900.
(1) The preparation of the map shall be under the supervision of the Director of

the United States Geological Survey, who shall determine the methods of survey and
map construction.

(2) The order in which, in point of priority, different parts of the state shall be
surveyed, shall be agreed upon in detail by the Governor of Ohio and the Director of
the United States Geological Survey.

(3) The work shall be based upon the triangulation of the United States Coast
and Geodetic Survey, and the United States Lake Survey, and wherever such primary
control is deficient it shall be supplemented by the Co-operative Topographic Survey,
which shall permanently monument all important positions.

(4) The survey shall be executed in a manner sufficiently elaborate to prepare a
map upon a scale of 1:62,500 exhibiting the hydrography, hypsography and public
culture, and all town and county boundary lines and township land lines, as marked
upon the ground at the time of its completion in form similar to sheets already completed
in this state. The preliminary field maps shall be on such scale as the Director of the
United States Geological Survey may select to secure accuracy in the construction of
the final map. ;

(5) The bypsography shall be shown by contour lines with a vertical interval of
twenty feet.

(6) The heights of important points shall be determined and furnished to the
Governor of the state.

(7) The outlines of wooded areas shall be represented upon proofs of the engraved
map to be furnished the Governor of the State.

(8) For convenience the United States Geological Survey shall, during the prog-
ress of the field work, pay the salaries of the permanent employes engaged thereon,
while the traveling, subsistence and field expenses shall be paid for the same time by
the state. For office work on the map the salaries shall be divided between the two
agreeing parties in such a way as to equalize all expenses, provided that the total cost
to the State of Ohio of the field and office work shall not be more than twenty-five
thousand dollars ($25,000.00), and provided that the United States Geological Survey
shall expend an equal amount upon the work.

(9) During the progress of the work, free access to the field sheets and records of .
the topographers and draftsmen shall be afforded the Governor or his representative
for examination and criticism: and should the said Governor of Ohio deem that the
work is not being executed in a satisfactory manner, then he may, on formal notice,
terminate this agreement.

i—T. 8.
98 PROGRESS REPORT

(10) The resulting map shall fully recognize the co-operation of the State of Ohio.

(11) When the work is completed, the Governor of the State of Ohio shall be
furnished by the United States Geological Survey with photographic copies of the
manuscript sheets; and when the engraving is completed and at all times thereafter
when desired, he shall be furnished by the said survey with transfers from copper plates
of the map for use in printing editions of said maps.
, Geo. K. Nasu,
Columbus, Ohio, November 24, 1900. Governor of the State of Ohio.

Cuas. D. Watucort,

Washington, D. C., November 26, 1900. Director United States Geological Survey.

AGREEMENT.

Between the Governor of Ohio and the Director of the United States Geological Survey
for the continuation of the Co-operative Topographic Survey of the State of Ohio,
as provided for in An Act, Amended (H. B. No. aes Passed by the Seventy-
Seventh General Assembly of Ohio.

(1) The preparation of the map shall be under the supervision of the Director
of the United States Geological Survey, who shall determine the methods of survey
and map construction. :

(2) The order in which, in point of priority, different parts of the state shall be °
surveyed shall be agreed upon in detail by the Governor of Ohio and the Director of
the United States Geological Survey.

(3) The work shall be based upon the triangulation of the United States Coast
and Geodetic Survey and the United States Lake Survey, and wherever such primary
control is deficient, it shall be supplemented by the Co-operative Topographic Survey,
which shall permanently monument all important positions.

(4) The survey shall be executed in a manner sufficiently elaborate to prepare a
map upon a scale of 1:62,500, exhibiting the hydrography, hypsography and public
culture, and all town and county boundary lines, and township and section lines of the
public land survey (with proper marking of same) as marked upon the ground at the
time of its completion. The preliminary field maps shall be of such scale as the Directo,
of the United States Geological Survey may select to secure accuracy in the construction
of the final map.

(5) The hypsography shall be shown by contour lines with vertical intervals of
20 feet, except in such portions of the State as may be agreed upon, where the contour
interval shall be 10 feet.

(6) The heights of important pene shall be determined and furnished to the
Governor of the State.

(7) The outlines of wooded areas shall be represented upon proofs of the engraved
map to be furnished the Governor of the State.

(8) For convenience, the United States Geological Survey shall, during the prog-
ress of the field work, pay the salaries of the permanent employees engaged thereon,
while the traveling, subsistence and field expenses shall be paid for the same timc by
the state. or office work on the map, the salaries shall be divided between the two
agreeing parties in such a way as to equalize all expenses, provided that the total cost
to the State of Ohio of the field and office work shall not exceed twenty-five thousand
dollars ($25,000,00) for the year ending April 1, 1907, and, provided, that the United
states Geological Survey shall expend an equal amount upon same work.

(9) During the progress of the work, free access to the field sheets and records of
the topographers and draftsmen shall be afforded the Governor or his representative
for examination and criticism; and should the said Governor of Ohio deem that the work
TOPOGRAPHIC SURVEY. 99

is not being executed in a satisfactory manner then he may, on formal notice, terminate
this agreement. ,

(10) The resulting map shall fully recognize the co-operation of the State of Ohio.

(11) When the work is completed, the Governor of the State of Ohio shall be furnished
by the United States Geological Survey with photographic copies of the manuscript
sheets; and when the engraving is completed and at all times thereafter when desired
he shall be furnished by the said Survey with transfers from the copper plates of the
map for use in printing editions of said maps.

Columbus, Ohio, 1906. Governor of the State of Ohio.

Washington, D. C., 1906. Director of United States Geological Survey.
APPENDIX B
EXPENDITURES ON QUADRANGLES.
 

 

 

 

 

 

 
 

 

 

  

 

    

 
      

     

  

  

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103

TOPOGRAPHIC SURVEY.

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PROGRESS REPORT

104

 

 

 

 

 

  

 

 

 

  

 

  

   

 

 

 

 

 

 

 

 

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106

 
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PROGRESS REPORT

108

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PROGRESS REPORT

110

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111

TOPOGRAPHIC SURVEY.

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 
 

 
 

  

 

 

 

 

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112

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APPENDIX C

TOPOGRAPHIC MAPS ENGRAVED, IN PROCESS OF —
ENGRAVING, SURVEYED, AND PARTLY
SURVEYED, JANUARY 1, 1910.

8—T. S.
114

PROGRESS REPORT

Tn the column headed “Topographer’’ in the list following are given the names
of persons engaged in contour sketching on the quadrangles instanced.

TopocraPuic Maps ENGRAVED AND PRINTED.

 

 

 

Quadrangle. Counties. 8
5
nD
AKON. je sae cvs ease ee waacaay siete s 1903
: Portage, Stark, Columbiana, Ma-| 1906
Alliance. ....-.+-. A. HEE ao. iSaaahdanee cae: 1907
Andover ......... Ashtabula, Crawford............. 1905
Arlington ........ Hancock, Hardin, Wyandot ...... 1905
Ashland.......... Huron, Ashland, Richland..:..... 1906
Ashtabula ....... Ashtabula: 2 sis oe ews vars e caygmnd 1903
Athalia .......... Gallia, Lawrence ................ 1904
1906
Athens........... Athens, Morgan, Hocking ........ 1903
Belleville......... Athens, Washington, Meigs ...... 1903
Bellevue ......... Erie, Sandusky, Ottawa, Huron,
SONCCAL si e054 ae due k SAE eee 1901
Berea............ Cuyahoga, Lorain, Medina........ 1901
: 1902
Bidwell .......... Jackson, Gallia, Lawrence ........| 1905
1906
Blanchester....... Clinton, Highland, Warren ....... 1904
1905
Bluffton.......... Allen, Hancock, Hardin, Putnam. .| 1904
1905
Bowling Green ...| Wood, Lucas................... 1901
Bristolville....... PPM OULD sg sess ob d:ayps dosed ernae 8 acne 1905
Brookville........ Darke, Miami, Montgomery, Preble] 1904
1905
Cadiz ss i viendae sas Jefferson, Carroll, Harrison........| 1901
Cameron ......... Belmont <3 oc tgeieckivedeseeackas 1902
Canton........... Stark, Summit, Portage ......... 1901
Chagrin Falls ..... Cuyahoga, Summit, Geauga,Portage} 1905
1906
Chardon ......... Ashtabula, Geauga, Lake......... 1904
Chesterhbill........ Athens, Morgan, Washington ..... 1903
1904
Chillicothe........ Pickaway, Ross, Vinton.......... 1905
1906
Clarington........ Belmont, Monroe................ 1901
1903
Cleveland ........ Cuyahoga, Summit, Medina....... 1901
Cleveland and Vi-
cinity.......... CUyahoga ge itetac des Laue esas 1901
1902
Columbiana ...... Mahoning, Columbiana........... 1903
1906
1907
Columbus Grove ..| Putnam, Allen .................. be
1906
Conneaut......... Ashtabula. ose eycibenauansa cess 1904
Continental....... Defiance, Paulding .............. ine
0.
Dayton .......... Montgomery, Miami, Clarke, Greene] 1903
1904.
Def Defiance, Paulding, Williams, Hen-| 1906
SHE ie eatin Ty; Wultony sj: sc eahace pay eheats 1907

 

 

Topographer.

Hannegan, Goodlove.
\Goodlove, Flocker.

Sutton, Harrison.
Hackett.

Lovell, Birdseye.
Cummin, Coe.
Duke, Whitman,
Morey, Eberly,
McDonald.
Manning, Johnson,
Anderson.

Morrill.

Tyler, Jr.

Cummin.
McDonald,
Morey.
Griffin.

McKinney.
Cooke.
Harrison.

Goodlove.
Griswold.
Brown.

Munroe.
Hackett.
Whitman.
Morrill.
Harrison,
Burkland.
Goodlove, Miller,
Birdseye.

Bebb, Duke,
Bumstead, Birdseye.
Cummin.

Cummin.

Whitman, Clark.

Griffin.
Cummin, Morrill.

\McKinney.
Sutton, Griffin,
Berry, Sadler.

 

sCummin.
TOPOGRAPHIC SURVEY.

115

TopocrapHic Mars ENGRAVED AND PriINTED—CONTINUED.

 

 

 

 

*Publication scale 1

 

125,000.

 

a
Quadrangle. Counties. BS Topographer.
>
B
Delaware......... Delaware, Marion, Morrow, Union] 1901 | Duke.
Deshler.......... Wood, Hancock, Henry, Putnam. .| 1906 | Griffin.
Dublin........... Franklin, Delaware, Union, Madison| 1901 | Griffin.
East Cincinnati ...| Hamilton, Clermont ............. 1898 | Cooke.
East Columbus....} Franklin, Fairfield, Pickaway, Lick-
ATE seine erasen wasn OMG sek 1899 | Munroe
Elmore .......... Sandusky, Wood, Ottawa, Seneca..} 1901 | Cooke.
Buelid! sic4 e¢249 <5 Cuyahoga ................00000. 1901 | Cummin.
Findlay ..........] Hancock, Wood................. 1901 | Cooke.
Flushing ......... Belmont, Harrison, Guernsey ..... 1903 | Munn, Coe, Burkland.
Fostoria.......... Seneca, Hancock, Wood.......... 1901 | Cooke.
Fremont ......... Sandusky, Ottawa, Seneca........ 1901 | Tyler, Jr.
Garrettsville ..... Geauga, Trumbull, Portage ...... 1905 | McKinney,
Burkland, Morrey.
Glenwood ........ Galliak aie cada y sa indel Sam tmceieet nas 1905 | Eakin, Gayetty,
1906 | Hopkins.
Greenville.. .....] Darke ......0..0.0.0.0..00.0005. 1905 | Goodlove.
Guyandot........ Lawrence ..............0..00 eee 1901 | Morrill.
Hamilton ........ Butler, Hamilton................ 1903 | Griffin, Sadler, Wilke.
*Huntington...... Lawrence ..............0..0000. 1890 | Fletcher.
Tronton.......... Scioto, Lawrence ............... 1897 | Munroe, Smith.
“ 1898 | Munroe, Morrill.
Jefferson .........| Ashtabula, Trumbull ............ 1905 | Harrison.
@N0............ Athens, Meigs................... 1904 | Leopold, McDonald,
1905 | Eakin, Lloyd.
*Kenova......... Lawrence ...............0.000.. 1900
1901 | Morrill.
Kent ............ Portage, Summit ............... 1903 | Goodlove, Hannegan.
1904 | Sadler, Mory.
Kinsman ........ Trumbull, Ashtabula ............ 1905 | Burkland, Morey.
Lancaster........ Pickaway, Hocking, Fairfield ..... 1906 | Lovell, McKinney.
1907 | Cummin, Flocker.
DENA atin io'e eaatelaees Allen, Auglaize, Logan .......... 1904 | Hackett.
Lisbon .......... Mahoning, Columbiana........... 1906
1907 | Goodlove.
Logan ........... Perry, Fairfield, Hocking......... 1906 | Jennings, Daingerfield
1907 | Flocker, Monahan.
London .......... Madison.................00.000. 1905 | Griffin.
Macksburg ....... Washington, Noble, Monroe ...... 1903 | Goodlove, Hackett.
Marietta ......... Washington .................... 1902 | Morrill.
Marion........... Marion, Wyandot, Crawford...... 1903 | Hackett, Birdseye.
Mason ........... Butler, Hamilton, Warren ....... 1903
1904 | Sadler, Griffin.
Massillon......... Wayne, Summit, Stark, Medina...} 1901 | Munroe.
Maumee Bay .....| Lucas, Ottawa, Wood............ 1899 | Cooke.
McClure.......... ~Henry, Lucas, Wood............. 1906 | Cummin,
1907 | McKinney.
Medina .......... Lorain, Medina ................. 1904 | Morrill.
Mentor........... Lake, Geauga, Cuyahoga......... 1903 | Cummin, Coe.
1905 | Burkland.
Miamisburg....... Preble, Montgomery, Butler, War-| 1905
POD eesti thar San, Ae eres eae a 1906 | McKinney, Goodlove.
Mt. Sterling ...... Fayette, Madison, Pickaway, Ross.| 1904 | Goodlove, Morey.
Napoleon......... Fulton, Henry, Defiance ......... rane Cummin.
Newark .......... Licking, Knox.................. 1906 | Jennings, Daingerfield,
: 1907 | Monahan.
New London...... Ashland, Lorain, Huron.......... a \Hackett,
116

PROGRESS REPORT

TorograpHic Mars ENGRAVED AND Printep—CONTINUED.

 

 

 

Quadrangle. Counties. 8 Topographer.
>
3
New Martinsville..| Monroe ...............0000.000. 1903 | Morrill.
New Matamoras...| Monroe, Washington............. 1902 | Blair, Lloyd,
1903 | Sadler, Anderson.
Oak Harbor...... Ottawa, Lucas . 22.05 ¢0cea edge seas 1899 | Cooke.
Oberlin .......... DOrgint 3.4 eves ve peed Meade aee eres 1901 | Cummin.
Ottawa .......... Defiance, Henry, Putnam........ sane }McKinney.
Parkersburg ...... Washington, Morgan, Athens..... 1902 | Morrill.
Perry sc.ccnevne es Lake, Ashtabula ................ 1903 | Cummin.
Point Pleasant ...| Gallia, Meigs.................... 1905
1906 | Walker, Gayetty.
Pomeroy ......... Athens, Gallia, Meigs............ 1904 | Lloyd, McKinney,
. 1905 | Burkland, McDonald.
Put-in-Bay ....... Ottawa ese id ated Be ae 1901 | Tyler, Jr.
Ravenna .........| Portage, Mahoning, Trumbull..... 1905 :
1906 | Hackett, McKinney.
Ravenswood...... Meigs 3265534 ¢8.peccdeas teeorne 1905
1906 | Reineck.
St. Clairsville .....| Belmont, Harrison, Jefferson...... 1903 | Munn.
St. Henry ........ Mercer, Darke s,s: sc¢25ee4sGu9 4s 1906 | McKinney.
St. Marys ........ Washington ............-.-.045. 1903
1904 | Walker, McDonald.
Salineville ....... Columbiana, Carroll, Jefferson....| 1902 | Manning, Johnston,
1903 | McCoy.
Sandusky ........ Erie, Huron, Ottawa............. 1901 | Tyler, Jr.
SIO sc inaeamaaenns Harrison, Carroll ................ 1902 | Griswold, Johnston.
South Charleston. .| Clarke, Greene, Madison.......... 1904 ‘
1905 | McKinney.
Springfield ....... Clarke, Greene.................. 1903 | Griffin, Sadler,
1904 | Berry.
Steubenville......] Jefferson.............--...0000. 1902 | Cooke.
Sycamore ........ Wyandot, Crawdord, Seneca ..... 1903
1904 | Hackett, Birdseye.
Thornville........ Licking, Perry, Fairfield.......... 1906 | Morey, Flocker,
1907 | Jennings.
Thurston......... Fairfield, Licking................ 1906
1907 | Lovell, Jennings.
EVAR oda). cee aan ace DeMECA iis dy Menai s vemiadanaaaan 1903 | .
1904 | McKinney.
Toledo .......... Lucas, Wood ................... 1899 | Cooke.
Upper Sandusky . .| Hancock, Seneca, Wyandot, Hardin} 1904
1905 | Hackett.
Vermilion ........ Lorain, Erie, Huron ............. 1901 | Goodlove.
Warren.......... Trumbull, Mahoning............. 1906 | Harrison.
Waverly ......... Jackson, Pike, Ross, Vinton ...... tone }Meade, Jr., Birdseye.
Wellington ....... Ashland, Lorain, Medina......... 1904 | Morrill.
Wellsville ........ Columbiana, Jefferson............ 1901 | Manning, Sutton,
1902 | Forster.
West Cincinnati...}| Hamilton .................0006- 1898 | Cooke.
West Columbus ...| Franklin, Pickaway, Madison .....} 1899 | Munroe.
Westerville ....... Franklin, Delaware, Licking ...... 1902 | Griffin.
West Manchester. .} Darke, Preble................... 1904
1905 | Goodlove.
West Salem ...... Medina, Wayne, Ashland......... 1905
1906 | Hall.
Wheeling......... Jefferson, Belmont ....... oe .+| 1901 | Hall, Harper.
Wilkesville,...... Cea Gallia, Jackson, ae, Vin he \Burkland, Morey.

 

 

 

 
TOPOGRAPHIC SURVEY.

117

TopograpHic Mars ENGRAVED AND PRINTED—CONCLUDED.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Quadrangle. Counties. z Topographer.
>
5
n
Woodsfield....... Belmont, Monroe, Noble, Guernsey} 1903 | Hannegan, Sadler,
McCoy, Birdseye.
Wooster.......... Wayne, Medina ................. 1901 | Munroe.
Youngstown ..... Mahoning, Trumbull............. 1905 | Harrison, Jennings,
. 1906 | Roberts.
Zaleski........... Vinton, Hocking, Athens ........ 1904 | Goodlove, Lovell,
Morey.
Torocrapuic Mars ENGRAVED AND NoT PRINTED.
J
Quadrangle. Counties. 5 Topographer.
: :
mR
Granville......... PACING? ss. aictcc Abaca NS ag ee eo 1907
1908 | Renshawe, Hodgeson.
Zanesville ........ Muskingum, Morgan, Perry Licking] 1907
1908 | Jennings.
Bee
TopoGRAPHic SHEETS IN Procrss oF ENGRAVING.
3
Quadrangle. Counties. 5 Topographer.
Conesville........ Muskingum, Coshocton. . esineie 1908 | Graff, Jr., Nelson.
Frazeysburg ...... Licking, Muskingum, Coshocton...| 1907
1908 | Goodlove.
McConnelsville ...) Morgan ................000 0000) 1908 | Hartmann, Clarkson.
PHU cs secs ace gise'g « Muskingum, Morgan ............ 1907 | Jennings, Goodlove,
1908 |}Hodgeson, Clarkson,
{Hartmann, Jr.
QUADRANGLES CoMPLETELY SURVEYED.
2 3
Quadrangle. Counties. 5 Topographer.
>
3
a
Antrim .......... Guernsey, Harrison, Tuscarawas ..| 1908 | Graff.
1909
Caldwell ......... Washington, Morgan, Noble...... 1908
1909 | Duck, Hodgeson.

 

 

 
118

PROGRESS REPORT

QUADRANGLES CoMPLETELY SURVEYED—CONCLUDED.

 

 

 

 

os
Quadrangle. Counties. S Topographer.
> iS
Z
Covington ....... Miami, Shelby. Darke............ 1909 | Goodlove.
Cumberland ...... Guernsey, Noble, Muskingum.... . 1908 | Nelson, Sargent,
1909 | Ebert, Duck.
Delphos.......... Allen, Van Wert, Putnam........ 1909 | Goodlove, Nelson.
Eaton, Oxford ....| Preble, Butler .................. 1908 | Goodlove, Hain.
1909
Loramie.......... Shelby, Mercer, Darke, Auglaize...| 1909 | Hackett, Goodlove.
New Lexington ...| Perry, Hocking, Athens, Morgan . .| 1908 | Duck, Graff, Nelson.
Spencerville ...... Auglaize, Mercer, Allen, Van Wert | 1909 | Goodlove, Nelson.
Summerfield ..... Monroe, Noble, Guernsey......... 1908 | Hartmann, Duck,
1909 | Graff, Ebert.
Uhrichsville ...... Tuscarawas, Harrison, Carroll..... 1908
1909 | Jennings.
Cambridge ....... Coshocton, Guernsey, Muskingum .| 1907 | Jennings, Burkland,

 

 

1909

 

Graff, Johnson.

 
APPENDIX D
LIST OF PRIMARY TRIANGULATION STATIONS.
120 PROGRESS REPORT

CENTRAL SECTION OF TOPOGRAPHY.
OHIO.
TRIANGULATION STATIONS.

Positions in eastern Ohio published herewith result from the field
work of Messrs. W. T. Griswold in 1900, A. H. Thompson in 1901, and
G. T. Hawkins and 8. 8. Gannett in 1902.

Previous to the latter date positions depended upon Maryland
Heights and Sugar Loaf stations of the United States Coast and Geo-
detic Survey, near Harpers Ferry, W. Va., but during the season of
1902 Mr. Gannett extended a belt of triangulation from Wray-Gebhardt
stations in the transcontinental belt of United States Coast and Geodetic
Survey near Huntington, W. Va., up the Ohio River and connected with
previous work near Parkersburg, W. Va.

The discrepancy in latitude and longitude was distributed arbi-
trarily so as not to disturb figure adjustments, and has been applied so
as to reduce all positions to the (7. S. standard datum as derived from
Wray-Gebhardt.

BOND, ATHENS COUNTY. ;
On a flat ridge covered with fruit trees in Carthage township, 7
miles southeast of Guysville. Station is on eastern edge of summit,
about 4 feet lower and 200 feet east of highest point, cn land owned by
William Bond, who lives 300 yards south.
Station mark: A sandstone post 38 by 9 by 9 inches set 36 inches
in the ground, in the center of top of which is cemented a bronze triangu-
lation tablet, ‘‘Ohio.’’

[Latitude 39° 14’ 17.07”. Longitude 81° 51’ 10.74”.]

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.

Pt . an " Meters.
Fulton ....... : AnnGNoononle nantes 106 34 55.98 | 286 28 31.40 4.1818210
White: 2.226 fee ag desenteadhteacn .| 129 06 44.67 | 308 58 43.68 | . 4.3696920
Sotithland: ..c.sevesgeeinedades sa 179 06 54.47 | 359 06 47.89 42068403
Nola a.c4 niche oad adap eaatieeereks 226 08 49.91 | 46 14 13.62 +.2298152
Lyons! sg gu aserhaoaraa ty gaara ts 247 00 38.53 "67 02 55.00 3.7495497
Witals,'s casgasea sa tiuiGe eterna 290 51 25.79 | 110 58 02.69 4 2074866
Melhorn..............0-0055 eck aes 835 49 20.01 | 155 53 06.15 43227202

 

 

 

 

 
TOPOGRAPHIC SURVEY.

FULTON, ATHENS COUNTY.

121

A bare hogback ridge in Lodi township, 7 miles southeast of Athens.
Land owned by William Fulton.
Station mark: A sandstone post 36 by 12 by 12 inches, dressed 8
inches square on top, set 34 inches in the ground; in the center of top
is cemented a bronze triangulation tablet, ‘‘Ohio.’’

[Latitude 39° 16’ 37.29”, Longitude 82° Ol’ 18.477”.]

 

 

Log. distance,

 

To station— Azimuth. Back azimuth.
eat m me ee " Meters.
Townsend, (2). 23 ¢ess4s4eseetesee es 103 28 43.53 | 283 25 56.81 3.8121631
WHEE! 2.2 packs ahs susuthau fwd uscd Bags 160 49 23.38 | 340 47 47.32 4 0432222
Southland: ac vec s0nens4 saw cerwaricane 230 29 38.61 | 50 35 57.22 4 .2678598
Bonds 2 wich apa Sansa esas 286 28 31.40 | 106 34 55.98 4.1818210

 

 

 

 

LYONS, ATHENS COUNTY.

A bald hill in Troy township, 1 mile north of Latrobe postoffice

(Coolville station).
southeast of station.

northward, which is limited to 2 miles.
Station mark: A marble post 30 by 6 by 6 inches set 28 inches in
the ground, in the center of top of which is cemented a bronze triangu-

lation tablet, ‘‘Ohio.’’

[Latitude 39° 15’ 28.16”.

Longitude 81° 47’ 35.04”.]

Land owned by Eli Lyons, who lives 200 yards
A good view in nearly all directions excepting

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
oF ‘i Bt # Meters.
Bond ee sae iene pang HOM ane he Reo IY 67 02 55.00 | 247 00 38.53 3 .7495497
Nolan yvslnny cexeuretagresteueee s 216 30 09.55 | 36 33 16.71 4.0753794
Wigal icc sisi GGptouaiek! Ge oka dc eae oie 308 45 37.51 | 128 49 58.11 4.1032825
Melhor icGattcnsiiieietteteedes 350 53 46.66 | 170 55 16.63 43354363

 

 

 

 

NEBO, ATHENS COUNTY.

A small knob, in Dover township, 6 miles by road north of Athens,

owned by the Hibbard heirs.

Summit covered with a peach orchard

(trees mostly dead). A fine view can be had in all directions excepting
122 PROGRESS REPORT

eastward. The station was selected and occupied by the United States
Coast and Geodetic Survey in 1881.

Station mark: A marble post 30 by 6 by 6 inches set 30 inches in
the ground over a square earthen pyramid 5 inches high. Top of post

 

 

 

 

 

 

 

 

is marked, os

C.& |G.S,

[Latitude 39° 24’ 29.53”. Longitude 82° 05’ 13.90”.]

To station— Azimuth. Back azimuth. Log. distance.
ern g Ot & Meters.

Townsend (2)...............00000. 2 55 47.28 | 182 55 29.61 4.1162949
McDaniel .....................00. 83 24 56.70 | 263 16 04.46 4.3054151
IBTOOKS: scat. ceccad dante get ove an 124 00 23.75 | 303 54 52.42 4.1770814
"WiBiteoscia gn sale saat er eM aeauas £3 334 05 08.78 | 154 06 01.99 38 6620298

 

 

 

 

SOUTHLAND, ATHENS COUNTY.

On a flat cultivated ridge owned by W. A. Wagoner, 2 miles north-
east of Broadwell postoffice, in eastern central part of the county, one-
fourth mile west of the Washington county line.

Station mark: A sandstone post 44 by 8 by 8 inches set 40 inches in
the ground, just south of fence about 60 yards east of brick house and
on opposite side of road. In center of top of post is cemented a bronze
triangulation tablet, ‘‘Ohio.’’

[Latitude 39° 22’ 59.09”. Longitude 81° 51’ 21.12”.]

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
ck « or ae n Meters
PUG ORs Fe ik Ra ws eden Ra oaee mannan ded 50 35 57.22 | 230 29 38.61 42678598
WHE co iiwds tek decane eee densk 85 47 06.32' | 265 39 11.18 4:2546960
Nola arose deneea eh bes geese eae 289 09 05.68 | 109 14 36.48 4.1212888
Bond ic iaciee saw eatin taaine ees 359 06 47.89 | 179 06 54.47 4 2068403

 

 

 

 

TOWNSEND (2), ATHENS COUNTY.

In Athens township, 3 miles by road south of Athens, on a flat eul-
tivated ridge owned by Mary Townsend. Station about 50 yards east of
a north and south road and 32 feet west of line fence.

Station mark: A limestone post 30 by 6 by 6 inches set 28 inches in
the ground, in the center of top of which is cemented a bronze triangu-

lation tablet, ‘‘Ohio.’’
TOPOGRAPHIC SURVEY.

[Latitude 39° 17’ 26.25”.

Longitude 82° 05' 41.78”.]

123

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
ot a Boe ” Meters.
McKnight ...... Bigot ba W Rad aera cpcboe's 29 45 53.05 | 209 42 32.43 4 .1858081
Zaleski............ Danae nes 81 38 31.23 | 261 26 53.85 44264864
McDaniel. ccc cage sadeecuntanaacan 118 57 19.04 | 298 48 45.11 43458525
Nebot. 25 sai dgu sin pee Bieisek ee anee 182 55 29.61 2 55 47.28 - 4,1162949
White ss:4aenestsveewas tee ced 196 40 59.96 | 16 42 10.77 3.9691971
Pulton: c.cctae tiie? cle ele oet 283 25 56.81 | 103 28 43.53 3.8121631
GréenleP sic ccancagccaevas an eany 359 42 36.35 | 179 42 39.02 4.3021055

 

 

 

 

WHITE, ATHENS COUNTY.

On a small knob 4 miles northeast of Athens, near the corner of
The station is in Canaan
township, on land owned by D. C. White, 5.5 feet east of the southeast
corner of a private cemetery, which occupies the summit of knob.
Station mark: A sandstone post 36 by 14 by 7 inches set 34 inches
in ground. In center of top is cemented a bronze triangulation tablet,

Athens, Canaan, Ames, and Dover townships.

 

 

 

 

‘“Ohio.’’
[Latitude 39° 22’ 15.58”. Longitude 82° 03’ 50.06”.]
To station— Azimuth. Back azimuth. Log. distance.
° , ” ° y ” Meters.

Townsend (2).............0000000. 16 42 10.77 | 196 40 59.96 3 .9691971
MeDaniel s.iceducumsdeeeind seen ee 94 42 43.35 | 274 32 58.10 4.3453947
Ne@bO:snterebinstieuenoete case netics 154 06 01.99 | 334 05 08.78 3 .6620298
Southland... cscs) seg ee sacune es 265 39 11.18 | 85 47 06.32 4 .2546960
Ong a vocinie ie pigdk hake aka eve eesti 308 58 43.68 | 129 06 44.67 4.3696920
WMG OR Gites dees, Sad hoes aaa he sey 340 47 47.32 | 160 49 23.38 4 0432222

 

 

 

 

CENTENNIAL, BELMONT COUNTY.

(Secondary Station.)

Situated 214 miles northwest of the city of Bellaire, on land owned

by William Nichol.
124 PROGRESS REPORT
Station mark: <A lone pine tree on highest point of hill.

[Latitude 40° 02’ 19.01”. Longitude 80° 46’ 27.917.]

 

 

 

To station— Azimuth. Back azimuth Log. distance.
° t ” ° t n Meters
Myets agi eraiey cee y ieeee oes ka he4 31 55 37.0 211 54 17.4 3 7445933
Sherrardincs oie dace aaa meses 304 01 30.3 124 04 47.5 3 9432353

 

 

 

 

CLARKS HILL, BELMONT COUNTY.

Situated 1 mile east of Brannock station, south of the Cleveland,
Lorain, and Wheeling Railway, on the summit of a hill owned by the
heirs of Mr. Samuel Clark.

Station mark: A cut marble post 6 by 6 inches on top and extending
to 6 by 12 inches at bottom. It is 24 inches long, sunk 25 inches in the
ground, and set in cement. In the center of the top is cemented a bronze
triangulation tablet, ‘‘Ohio.’’

{Latitude 40° 06’ 18.28”. Longitude 80° 57’ 45.02”.

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
° t ” ° ‘ a Meters.
GBTAWAYs, uid eidinlel gms hank ea nce eee eae 4 07 10.89 | 184 06 50.55 40183310
Cad Ih onc cnguedatere Bee Mees Ga wna G aes 170 13 03.93 | 350 11 27.43 43177623
Mount Pleasant ................... 257 20 13.51 77 26 58.01 4,1827579

 

 

 

 

GALLAWAY, BELMONT COUNTY.

Situated 4 miles southeast of Belmont and 2 miles south of Lewis
Mills, on the summit of bare hill owned by Mr. Gallaway.

Station mark: A cut marble post 40 by 6 by 6 inches set 36 inches
in the ground, in the center of top of which is cemented a bronze trian-

gulation tablet, ‘‘Ohio.’’
TOPOGRAPHIC SURVEY.

125

 

 

 

 

[Latitude 40° 00’ 40.94”. Longitude 80° 58’ 16.52”,]
To station— Azimuth. Back azimuth. | Log. distance.
Sat e Or ae a Meters.
Beallsville ..............000000 00 2 29 55.83 | 182 29 34.33 42612655
Clarks Hill coscccsaeoxeee een eneane 184 06 50.55 4 07 10.89 4.0183311
Mount Pleasant ................... 228 38 05.78 | 48 45 10.24 4 .3180322
MYefs: us ce, ced ons we eoa oan iwa gees 276 53 33.03 96 59 49.03 4.1453970
JACODSDUEE 25) Git ocadids ae eacebee es 299 35 16.63 | 119 38 37.92 39318086
NGWCAStIE osc edits ow eas Rew a maees 82 41 30.82 | 212 37 30.44 42166459
Bryan siercawaias ceiciicnn wee aS 60 34 11.06 | 240 30 53.45 39231502

 

 

 

 

JACOBSBURG, BELMONT COUNTY.

Situated on the top of Mr. Robert C. McKelvey’s house.

Signal -

was placed on roof within railing. The center comes at edge of second
layer of tin from south railing and in center of cupola east and west.

[Latitude 39° 58’ 24.01”.

Longitude 80° 53’ 03.37”.]

 

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
ost - OA ” Meters.
Beallswillé cea ccee saab scdines « 30 28 36.52 | 210 24 54.13 4.2108474
Gallawayccsticccuamd acc paesai cane | 119 38 37.92 | 299 35 16.63 3 9318086
MYErs: swiewievoian dcudien s GARE ge ws 4 248 31 07.18 | 68 34 01.77 3. 8405264

 

 

MOUNT PLEASANT, BELMONT COUNTY.

Situated near Morningview postoffice, on the north end of a bare
hill on the west side of the Wheeling and Mount Pleasant pike, on land

owned by Mr. Goff.

Station mark: A cut marble post 40 by 6 by 6 inches set 30 inches
in the ground, in the center of top of which is cemented a bronze triangu-

lation tablet, ‘‘Ohio.’’
126

[Latitude 40° 08’ 06.07”.

PROGRESS REPORT

Longitude 80° 47’ 16.28”.]

 

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
oil n ae * Meters.
MYOTIS) ain cieienes waeareond atau eans 6 32 00.56 | 186 31 12.65 4.1908702
GallaWay cies seam sinaey Seas see 48 45 10.24 | 228 38 05.78 43180322
St. Clairsville os. dcevvaswe' yee ehuaus 58 03 07.29 | 237 58 45.00 4.0555471
Clarks Hill wae cs ceaycs des ca ces nes 77 26 58.01 | 257 20 13.51 4.1827579
Cadiz Court-house ................ 130 39 47.88 | 210 31 40.34 43715300
CAGE 2125 un ek nine daha ad sexs 133 05 59.66 | 312 57 37.85 4.4004381
Hopedale iis isn vsrnnweciarn meron 165 20 26.93 | 345 17 50.68 4 3534510
New Alexandria................... 207 17 14.17 | 27 21 07.51 4.2700856
Independence...................05. 238 17 59.54 | 58 27 33.56 43938130
West Liberty ................0000. 252 09 09.19 | 72 16 23.96 42241846
Shertard: s.gacuieatite des ata eienals gels 331 35 42.42 | 151 39 31.51 42492017

 

 

 

 

MYERS, BELMONT COUNTY.

Situated 4 miles southwest of the city of Bellaire, on a cleared knob
on land owned by Mr. P. B. Myers.
Station mark: A cut marble post 48 by 6 by 6 inches set 40 inches
in the greund, in the center of top of which is cemented a bronze triangu-

lation tablet, ‘‘Ohio.”’

[Latitude 39° 59’ 46.16”.

Longitude 80° 48’ 31.67”.]

 

 

 

To station— Azimuth. . Back azimuth. Log. distance.
oe . ee * Meters.
Beaillsvills «sais s sees gal ee ewe be 41 39 03.80 | 221 32 26.97 43447990
Jacobsburg ...... 00... cece eee eee ee 68 34 01.77 | 248 31 07.18 3 8405264
Gallawayieas o2 ccs dea genwen deere ses 96 59 49.03 | 276 53 33.03 4.1453970
Mount Pleasant ................... 186 31 12.65 6 32 00.56 4.1908702
Centeninialts).ss ii stgie siewulere eedavecintoactn 211 54 17.38 | 31 55 36.99 3.7445900
Clinton: csaxtecaesrcneenaeeasda 4 224 11 47.70 | 44 17 52.97 4 ..2850900
Sherrard) sssccennea pete ae alo oke tome 271 04 45.82 | 91 09 22.42 40090858
Riggs: 23 su2eveeeeedes sep vie edie ds 344 41 46.06 | 164 43 47.81 4 2327314

 

 

 

 
TOPOGRAPHIC SURVEY. 127
BARNESVILLE SCHOOLHOUSE, BELMONT COUNTY.

(Not occupied. )

High school in village of Barnesville, Warren township.
Station mark: Center of cupola.

[Latitude 39° 59’ 21.42”. Longitude 81° 10’ 45.33”.]

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
De, a8 4 " Meters.
Steclénnsevecwaveceweneng Garces ee vay 80 40 36.44 | 260 38 36.77 3.6510482
Neweastle ....... 6. ce cece es 3822 02 20.19 | 142 06 20.66 4.1604334

 

 

 

 

BRYAN, BELMONT COUNTY.

Situated on a high, partially cleared hill in Goshen township, about
2 miles north of Hunter postoffice and 4 miles a little east of south of
Bethesda. Land owned by Mr. Patterson.

Station mark: A stone post 40 by 6 by 6 inches set 36 inches in the
ground, in the center of top of which is cemented a bronze triangulation
tablet, ‘‘Ohio.’’ ‘

Reference mark: The tall dead signal tree on highest part of hill.
Distance from station mark, 6 feet; true azimuth 355° 13’.

[Latitude 39° 58’ 27.33”. Longitude 81° 03’ 23.94”.]

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
ot a at ® Meters.
Neweastle isc cocneccetas giantess 9 15 31.48 | 189 14 48.57 3.9944416
Steele: 24 vase huidede As qnedad an ae 93 389 27.39 | 273 33 44.12 4.1738583
Gallaway:sscesscgeuss sevesaudess 240 30 53.44 | 60 34 11.06 3 9231502
Baailavilles; .asiSaaenSeeue se veckex, 335 13 05.87 | 155 16 01.67 4.1914760

 

 

 

 

FLUSHING, BELMONT COUNTY.

(Not occupied. )

In village of Flushing, in township of same name.
Station mark: Center of cupola on Dr. Burraclough’s house.
128

[Latitude 40° 08’ 58.90”. Longitude 81° 03’ 50.24”.}

PROGRESS REPORT

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
oy fe ala 43> Ge ” Meters.
Sewellsville.................-.045. 65 25 32.21 | 245 19 39.26 4.1542888
Prospect: Hillis cc csc28 cnne pawns 126 53 21.86 | 306 47 57.45 4.1720159

 

 

 

 

NEWCASTLE, BELMONT COUNTY.

Situated on a high, cleared hill in Wayne township, about one-half
mile southeast of the village of Newcastle. Land owned by Benjamin

Pitman.

Station mark: A stone post 30 by 6 by 6 inches set 30 inches in the
ground on solid rock, in the center of top of which is cemented a bronze

triangulation tablet, ‘‘Ohio.’’

Reference mark: The tall poplar signal tree; distance from station
mark, 8.15 feet; true azimuth 67° 49’.

[Latitude 39° 53’ 11.37”.

Longitude 81° 04’ 30.75".]

 

 

 

To station— Azimuth. Back azimuth. | Log. distance.
a ot * at g. - Meters.
Wied an i366 ti5-o canis Gaede es 61 08 38.37 | 241 04 21.24 4.0370559
SteGle wuieiey pet ne epee waked eas 128 47 53.71 | 308 41 53.72 4 2323159
BYYaly; sie) yx Sebo Se ESR Gs Ae RSS 189 14 48.57 9 15 31.48 3.9944416
Galle way. 5 asst ieldwe demas snes 212 37 30.44 | 32 41 30.82 42166459
Beallsville .........0......00000005 298 18 11.29 | 118 21 49.78 3 .9639688

 

 

 

 

SEWELLSVILLE, BELMONT COUNTY.

Situated on the summit of a high, sharp hill in the village of Sew-
ellsville, Kirkwood township. Land owned by J. R. Shepherd.

Station mark: A stone post 40 by 6 by 6 inches, set 36 inches in the
ground, in the center of the top of which is cemented a bronze triangula-

tion tablet, ‘‘Ohio.”’
TOPOGRAPHIC SURVEY.

[Latitude 40° 05’ 46.19”.

Longitude 81° 12’ 57.88”.]

129

 

 

 

To station—. Azimuth. | Back azimuth Log. distance.
Sp ” ore ig Meters.
SLCC oc pce cee eats ain Geos ase 5 46 28.38 | 185 45 53.85 4.1023371
Warehime: ios cacsdedegianeaekedn eo 43 11 35.43 | 223 05 20.85 4 .3052324
MGBHd@secen 2245 res bas yeeaenunds 112 07 52.73 | 292 03 17.71 4.0377941
TippeGanoe: «cng aye eeeas Sauna eee 167 35 87.71 | 347 33 48.12 4.2714644
Prospect Hill.............-.-2.--. 184 05 36.80 4 06 05.81 4.1729676
Deersville ............0 0000200000 186 18 29.97 6 19 40.88 4.3730446
Cadigvs2 sass add ahecwane Bevnmeaeann 219 59 50.71 40 08 03.66 4.448227]

 

 

 

 

STEELE, BELMONT COUNTY.

Situated on a high, cleared hill in Warren township, about 3-.miles
west of Barnesville and a few feet east of the Guernsey county line.

Land owned by Isaae Steele.

Station mark: A stone post 36 by 6 5 by 6
ground and resting on solid rock. In center of top of post is cemented
a bronze triangulation tablet, ‘‘Ohio.’’

[Latitude 39° 58’ 57.84”.

6 inches set 30 inches in the

Longitude 81° 13’ 51.50”.]

 

 

 

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
Po ” OF ah * Meters.

Calland i Sisids eee Ruch tisedae a ae er 21 39 25.88 | 201 35 53.45 43293954
DUCKer: soy sas ewes ema meen et poste $ 46 59.57.57 | 226 53 52.54 4 .2667725
Warehime: ... pa csaskeessosayoaves 80 21 27.72 | 260 15 48.06 4.1047692
McBride: yi sec4veus- aur oaceaees eee 152 07 18.16 | 332 03 18.01 4 .2763262
Sewellsville ...................... 185 45 53.85 5 46 28.38 4.1023371
BEY AD iecccknanibes tee uoaree Ss Dee ee 273 33 44.12 | 93 40 27.39 41738583
Beallsville sees Ne ten he nae Pek bisleee 305 01 44.45 | 125 11 13.00 4.4179181
Newcastle .............00 eee eee 308 41 53.72 | 128 47 53.71 4 .2323159
WIEdMAD ics aoadsauoe cine Aedes Ps 346 36 44.38 | 166 38 26.80 4.2146469

9—T. S. Jou
130 PROGRESS REPORT
ST. CLAIRSVILLE COURT HOUSE, BELMONT COUNTY.
(Not occupied.)
Station mark: Center of cupola on court house.

[Latitude 40° 04’ 50.90”. Longitude 80° 54’ 04.27”.

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
oe ef " Cree m Meters.
Mount Pleasant ............-.-.55- 237 58 45.00 58 03 07.29 4.0555471
Sherrard c2ce30 seen Shee ye aula 297 53 05.27 | 118 01 16.04 4.3112543

 

 

 

CARROLLTON, CARROLL COUNTY.

Situated 214 miles east of the town of Carrollton, on the Scrovgesfield
road, on land owned by Mr. Campbell.

Station mark: A cut marble post 40 by 6 by 6 inches set 30 inches
in the ground, in the center of top of which is cemented a bronze triangu-
lation tablet, ‘‘Ohio.’’

[Latitude 40° 34’ 35.51”. Longitude 81° 01’ 47.82”.]

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
° , ” ° t ” Meters.
Kensington .s.265 025 4 decxy Bad eee 204 06 05.89 | 24 09 27.05 42491471
GSTS Aussies os wade aa digaoan opiate 262 50 29.70 82 57 51.91 4 .2070630

JeersOd visi jcg visions awe wae veanese 4 ae 340 45 32.78 | 160 48 24.64 4 2772402

 

KENSINGTON, CARROLL COUNTY.

Situated 1 mile south of Kensington on the highest point of a wooded
hill. A county road passes over the south side of the hill.

Theodolite elevated 60 feet.

Station mark: A cut marble post 48 by 6 by 6 inches, sunk 36 inches
in the ground, in the center of top of which is cemented a bronze triangu-
lation tablet, ‘‘Ohio.”’
TOPOGRAPHIC SURVEY.

[Latitude 40° 43’ 20.61”.

Longitude 80° 56’ 39.07”.

131

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
° t a °° t a Meters.
Carrollton 5.04424 28 pee ya See ee sey 24 09 27.05 | 204 06 05.89 4.2491471
Hammond... 20550888023 ee s04 were 283 34 21.24 | 103 44 59.61 4.3739205
POTS: soe e eas aoe eRe hete eae 328 26 39.02 | 148 30 40.69 4..2218375

 

 

 

PERRYVILLE, CARROLL COUNTY.

(Not occupied. )

Station mark: Center of church spire.

[Latitude 40° 27’ 54.90”. Longitude 81° 05’ 53 .49”.]

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
Bw Bot: oe Meters.
JOHErsON: ss 45 ex ete wea Pelee ee 294 32 31.88 | 114 38 03.15 4.1217691
Cadiz. Givcce saiaasg ke card ema eae S 337 39 22.36 | 157 43 02.21 4 .3238587

 

 

 

EAST LIVERPOOL CHAPEL, COLUMBIANA COUNTY.

, (Not occupied.)

Memorial Chapel in the cemetery at Hast Liverpool, Ohio.
Station mark: Cap on monument of soldier.

[Latitude 40° 38’ 15.

62”.

Longitude 80° 34’ 22.707.]

 

 

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
SoM ” eee im Meters.
HamMmMongs4ccadsiornaercie awa s 24 114 30 16.57 | 294 26 23.76 3.96492
Allison. ca daeag ee dienes aoe 353 41 30.73 | 173 41 45.23 3.67712

 

HAMMOND, COLUMBIANA COUNTY.

Situated 2 miles east of the village of Glasgow on the highest point
of a knob, known locally as Hammonds Knob.
132

PROGRESS REPORT

Station mark: A cut marble post 40 by 6 by 6 inches set 36 inches
in the ground, in the center of top of which is cemented a bronze triangu-

lation tablet, ‘‘Ohio.’’

[Latitude 40° 40’ 19.50”.

Longitude 80° 40’ 20.06”.]

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
oF ” LN " Meters.
Wintersville ..4 4.0: .ce5rea veers cas 9 29 54.97 | 189 27 36.41 44836287
WI GGTS: seals as dds oe Bliverheead et weeds 58 57 24.93 | 238 50 48.93 4 .2224370
Kensington... Li tpibticcariced wusgne eS 103 44 59.61 | 283 34 21.24 4 .3739205
Allison. Raiden ease nine ge teei en a4 313 44 30.76 133 48 37.93 4.0918031

 

 

 

 

WIDDER, COSHOCTON COUNTY.

On land owned by Mr. Charles Widder, 21% miles nearly south of
Newcomerstown, 50 feet west .of north and south road, 114 miles west
of Baptist church, and 600 feet southwest of White schoolhouse.

Station mark: A sandstone post 36 by 6 by 6 inches set 36 inches
in the ground, in center of top of which is countersunk and cemented a
bronze triangulation tablet, ‘‘Ohio.’’

[Latitude 40° 14’ 09.67”.

Longitude 81° 36’ 54.11”.]

 

 

 

To station— Azimuth. Back azimuth. | Log. distance.
pase ” ae 4 Meters.
Kennedy ilsa a Gh Gan aie be Sc Ss 32 21 19.42 | 212 17 49.89 4.1574000
WaSOR xc. cuinataded Lees nes endo c ate 184 22 07.82 4.22 43.79 4 .2359074
Stone: Creek 4 oon scone sar see aes 198 41 15.69 18 43 44.26 4.2281117
Port Washignton.................. 226 23 39.00 46 27 45.00 4 .0942600
GUMOTE S44 ele a Su nae oe 245 08 36.06 65 15 18.37 4.2095562
Booth acto iwnia eae sates Sa eee 283 15 05.76 | 103 17 39.33 3.7615799
Midway. su xe%se. edges absense 2S 337 39 01.10 | 157 42 44.98 4 3353514

 

 

 

 

BUCK, FAIRFIELD COUNTY.

On the farm of Noah Seifert, 7 miles east-southeast of Lancaster, in
the southwest part of section 153, Berne township, on a small mound in
a cleared field 100 feet north of the east and west road which ecrosse

summit of hill,

Timber obstructs view to the southwest.
TOPOGRAPHIC SURVEY.

133

Station mark: A marble post 30 by 6 by 6 inches set 28 inches in
the ground, over an earthenware pyramid.

[Latitude 39° 40’ 44.49”.

Longitude 82° 30’ 07.18”.]

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
On AE ? me Ue ” Meters.
BRO WHY 34S ce Shes aeaas eaetan ta aE 84 23 53.61 | 214 20 02.08 41858328
B.I.S. chimney .................. 68 40 43.74 | 248 35 57.26 4.0607701
B.S. water tower <6 wins ecan ks on fone oe aial's aaateallegates Pewee Bae 4 0605764
Pleasant: (2) veccenisns emulate vey awe ¢ 122 42 18.23 | 302 38 44.12 3.9771162
Cookers: capt s seemeges caek ewsde +s 318 30 42.80 | 138 36 43.24 4.3091667
Schultg. i crgka ta ahs has adaeaaewneaa 338 54 01.46 | 158 57 18.49 4.3120770

 

 

 

 

PLEASANT (2), FAIRFIELD COUNTY.

On summit of a bluff, locally called Mount Pleasant, about 300 feet
above and 1 mile north of Lancaster, Ohio. Immediately east of fair
grounds, on land owned by F. J. Buschmeyer.

Station mark: Center of iron windmill near western end of summit.

Reference mark: A A _ cut in sandstone ledge, with arrows cut on
edge of bluff pointing to station.

Azimuth from A _ to center of windmill, 148° 23’; distance, 228 feet.

 

 

 

6.2feet N
Westammmme 0.2.5.2... A
. US
S
0
8s.
[Latitude 39° 43’ 30.56”. Longitude 82° 35’ 42.36”.]
To station— Azimuth. Back azimuth. Log. distance.
een a oo Ng a Meters.
B.1.8. chimney ..............-... 16 17 55.39 | 196 16 42.49 3. 9867933
Bis 8: water toweétien caw es scam dd lees Pew Ren clade gee wane eee 3 .9820877
Bu Che shew seis aw seca eiceeg os ead oa oT 302 38 44.12 | 122 42 18.23 3.9771162

 

 

 

 

GRAHAM, GALLIA COUNTY.

A flat, partly timbered ridge 9 miles by road,

Gallipolis, 114 miles east of Evergreen postoffice.

north-northwest of
134

PROGRESS REPORT

View eastward obstructed by timber, but in all other directions an
extensive view can be had. Land owned by Charles Graham and rented

by Mr. Sparrows.

Station mark: A marble post 30 by 6 by 6 inches, set 28 inches in the
ground 7 feet east of signal tree and on south side of rail fence. In
center of top is cemented a bronze triangulation tablet, ‘‘Ohio.’’

Reference mark: The oak signal tree on fence line on south side of
road, azimuth from mark, 99° 11’; distance, 7 feet.

[Latitude 38° 54’ 07.25”.

Longitude 82° 15’ 07.55”.]

 

 

 

To station— Azimuth. Back azimuth. | Log. distance.
Qt e poe Meters.
Houck... «ysis, ceaavery red soe ees 15 43 53.36 | 195 40 54.83 4.4049004
Warner: 25 oi galassuectdansaadece 57,07_05.39 | 236 58 47.15 4.3584636
DAVSicciaucavaciaaadana. paid x 114 12 13.18 | 294 03 37.74 4.3352839
HOONard ie sara aQemese ioeeedpadina 186 38 36.75 6 39 15.03 4.1024633
Binlayoesveededees aeltes aa kee syeles 285 15 10.50 | 105 26 39.74 44386594

 

 

 

 

 

HOUCK, GALLIA COUNTY.

In Harrison township, on a bare hill owned by Noah Houck, 3 miles
south of Lincoln and one-fourth mile north of Ruby postoffice. <A
few locust trees still standing near summit of hill.

Station mark: A sandstone post 30 by 8 by 8 inches set 28 inches in
the ground, in the center of top of which is cemented a bronze triangu-

lation tablet, ‘‘Ohio.’’

Reference mark: The locust signal tree, true azimuth from mark,

268° 05’; distance, 21.2 feet.

[Latitude 38° 40’ 54.17”. Longitude 82° 19’ 52.51”.]

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
Ce. EN ee) oe Meters.
WDA aaios cecal hu ato ba late aed odd Raden 49 35 13.48 | 229 30 22.22 4.1709604
RM pega act et aire asa k 134 25 23.87 | 314 20 05.14 4..2358550
detested s/s oa oauas sea ua sane toe 195 40 54.83 | 15 43 53.36 44049004
WAY sed cron uci eure Rdg aatao ose Dae 242 38 56.49 62 53 22.49 4.5747505
Metin Sencnraes hese steguenenRs 363 24 39.30 | 83 33 45.05 4 3270505
Gebhardt........0c0cceeeeseeeeees 338 02 32.74 | 158 05 28.36 4..2608573

 

 

 

 
TOPOGRAPHIC SURVEY. 135
WAGNER, GALLIA COUNTY.

A bald hill in Greenfield township, 114 miles northwest of Cadmus
postoffice; one-half mile south of the Gallia-Portsmouth pike, at a point
17 miles west of the former, on land owned by Jacob Wagner. A bunch
of small locusts on southwest side of hill interferes with view in that
direction ; in all other directions an extended view can be had.

Station mark: A sandstone post 30 by 15 by 15 inches, set 28 inches
in the ground; top dressed 9 by 9 inches, having cemented in its center
a bronze triangulation tablet, ‘‘Ohio.’’

[Latitude 38° 47’ 24.58”. Longitude 82° 28’ 21.88”.]

 

 

 

To station— auatinith Back azimuth. | Log. distance.
oo ” oe Gs ” Meters.
ID BVIS 3 ancien aes Da eee BSR 178 19 50.05 | 358 19 33.89 4 3278387
Leonard sy a3 he coae ey os wacies ence 219 25 58.48 39 34 55.56 4.5104457
Graham; s.ces satess oe aes see ees oe 236 58 47.15 | 57 07, 05.39 4 .3584636
Houtks. 40a canes kataes asa aaa eee 314 20 05.14 | 134 25 23.87, 42358550
WEY: ic dcdtwndsnamseeauewcansen 857.15 02.72 | 177 15 29.58 4.3360952

 

CLAYSVILLE, GUERNSEY COUNTY.

On a bald knob one-fourth mile northwest from village of Claysville.
Station mark: A bottle of ashes 24% feet below surface, above which
is a tile 30 by 4 by 4 inches set 30 inches in the ground.

[Latitude 39° 56’ 25.33”. Longitude 81° 40’ 43.04”.]

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
or a oY ” Meters.
Sagove viekawieyeeoteven ves rapaees 131 54 42.28 | 311 50 42.87 40746717
Colleges: sexes oee was datas 193 42 02.84 | 13 43 15.84 40557460
Mid WAY > ces dures ene eew weed aee ew ° 226 49 26.89 | 46 55 37.28 42725062
Wearehime). sic osswee age e siege den 264 12 48.08 | 84 24 23.41 44121452
Groene cide ae ats ead eee a 290 24 08.88 | 110 31 13.35 4 2245402

 

 

 
136 PROGRESS REPORT
COLLEGE, GUERNSEY COUNTY.

In a field about 400 feet southeast from white schoolhouse, on what
is known locally as College Hill, 2.5 miles northwest of Cambridge.

Station mark: A limestone post 40 by 7 by 7 inches set 39 inches in
the ground, in center of top of which is countersunk and cemented a
bronze triangulation tablet, ‘‘Ohio.’’

[Latitude 40° 02’ 23.47”. Longitude 81° 38’ 49.47”.]

 

 

 

To station— Azimuth. Back azimuth. | Log. distance.
a oY ae i Meters.
Claysvillewvse cuca Gea were Wee ae 13 43 15.84 | 198 42 02.84 4.0557460
Salo: rns eres he wees Meneses Tees 74 54 42.29 | 254 49 29.58 4.0771353
Mentiedy gsi atanG5 8 Sak anthesis alow 152 47 17.23 | 3382 45 02.42 4.0350419
MIGWAY: sod ed supe nae nena oe bare 260 51 24.41 80 56 22.09 4.0455896

 

 

 

 

KENNEDY, GUERNSEY COUNTY.

On east slope of hill, in field owned by Mr. Kennedy, about 5 miles
west of Kimbolton and 3 miles northwest of Hopewell village.

Station mark: A sandstone post 40 by 7 by 7 inches set 36 inches in
the ground, in center of top of which is countersunk and cemented a
bronze triangulation tablet, ‘‘Ohio.’’ ,

{Latitude 40° 07’ 36.01”. Longitude 81° 42’ 18.85”.]

 

 

 

To station-— Azimuth. Back azimuth. Log. distance.
Bok ” 2 ” Meters.
BEHG ct ipeetoganecseracedaaarens| @e LR STL | BOT 11 Baeo 41566993
Widder san duuyabwnged ewes coe der: 212 17 49.89 | 32 21 19.42 4.1574000
Danili?.h..ddwene Mebane peacoat 230 51 07.97 | 50 57 10.87 4 2342578
Mite V5. ci eae pdacaseaaeesees 296 16 48.49 | 116 24 01.27 42495411
Oeiletees a olnatcse ,anidniae Ione 332 45 02.42 | 152 47 17.23 40350419

 

 

 

 

MIDWAY, GUERNSEY COUNTY.

About 6 miles northeast of Cambridge and 11% miles southeast of
village of Midway, 200 feet west of north and south road and 300 feet
northwest of schoolhouse, on a prominent bald hill.
TOPOGRAPHIC SURVEY.

137

Station mark: A limestone post 36 by 6 by 6 inches set 30 inches in
the ground, in center of top of which is countersunk and cemented a
bronze triangulation tablet, ‘‘Ohio.’’

[Latitude 40° 03’ 20.47”.

Longitude 81° 31’ 06.84”.]

 

 

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
ad " On fe Meters.
Claysvilles icoxhiay dex eiw'seegesees ey 46 55 37.28 | 226 49 26.89 4 .2725062
Colleges saan caved gence diet gy ade ed 80 56 22.09 | 260 51 24.41 4.0455896
Kennedy a sivmiia cee eth eee; 116 24 01.27 | 296 16 48.49 4.2495411
Widde® fais ss nees cea toads apes eens 157 42 44.98 | 337 39 01.10 4.3353514
BOOtH i yeanee aca ed aa Pel sey 172 07 03.12 | 352 05 52.54 4.2759110
Warehime: xs+2ossnexee dso eeanes eee 310 23 54.26 | 130 29 19.95 4 .1983205
GLOBE: 20 viele tat yits ohana a Ge eens ee 353 48 09.85 | 173 49 04.63 4.2735701

 

HALL’S KNOB, GUERNSEY COUNTY.

(Not occupied.)

A high knob in northern part of Millwood township, locally known

as Joe Hall’s knob.

Station mark: Center of tobacco barn on highest part of knob.

[Latitude 39° 59’ 57.14”.

Longitude 81° 17’ 15.25”.]

 

 

 

To station— Azimuth. Back azimuth. | Log. distance.
° F au” ° , uu Meters.
Sewellsville ................02000. 209 31 02.83 29 33 48.43 4.0925218
Steele.) c.es vas de eee eae oe eRe 290 41 37.89 | 110 43 48.80 3 .7132089

 

 

 

McBRIDE, GUERNSEY COUNTY.

Situated on a cleared hill about 2 miles northeast of the village of
Antrim, in Londonderry township. Land owned by J. E. McBride.

Station mark: A stone post 40 by 6 by 6 inches set 36 inches in the
ground, in the center of top of which is cemented a bronze triangula-

tion tablet, ‘‘Ohio.’’
138

_ PROGRESS REPORT

[Latitude 40° 07’ 59.22", Longitude 81° 20’ 04.72”.]

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
ea, vs op oat " Meters.
Warehime: o2cssuccui tae acd apes 11 05 17.55 | 191 03 37.47 4 .2832082
Tippecanoe 2190425 sees ea hoes as 203 13 59.21 | 23 16 45.07 4.1873542
Prospect Hill..................... 226 O01 54.41 | 46 06 58.83 4.1902726
Sewells ville 2.s-cvgeracsenntaewnens 292 03 17.71 | 112 07 52.73 4.0377941
Sheclesasche taunted ears seer 332 03 18.01 | 152 07 18.16 42763262

 

 

 

 

WAREHIME, GUERNSEY COUNTY.

Situated on a high cleared hill in Richland township, about 214

miles southeast of Gibson station.

Land owned by Albert Warehime.

Station mark: A stone post 40 by 6 by 6 inches set 36 inches in the
yround, in the center of top of which is cemented a bronze triangula-

tion tablet, ‘‘Ohio.’’

[Latitude 39° 57’ 48.36”. Longitude 81° 22’ 40.22”.]

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
CoN a oo ” Meters.
DUC Ressc-aici vis. bedava ae odsictid cakes Daa 5 11 30.20 | 185 11 04.50 4 0219463
PlOASant<sccc ce eran ee Gama h yeaa 17 43 25.93 | 197 40 49.35 4 2799538
GLEE ES await Baas cures Seema rek ae 49 56 24.57 | 229 51 54.19 " 4.1165523
McBride. veaecsvavt vem encaeee ee ose 191 03 37.47 | 11 05 17.55 4 2832082
Sewellsville .................00005 223 05 20.85 | 43 11 35.43 43052324
Pléel@y sc iawceae vn see eee eee kee 260 15 48.06 | 80 21 27.72 41047692
WiedManiiniay ces asa2s Heees vee seae 301 06 46.06 | 130 14 07.62 4 3304252
Caan | oicrspars sas dceustt Giant ese a cranes 345 08 11.50 | 165 10 18.15 4 .2628296

 

 

 

 

CADIZ, HARRISON COUNTY.

Situated 114 miles north of the town of Cadiz on a hill locally known
as the sand lot, on land owned by Louis Rider, at forks of road to Han-

over and Rumley.
TOPOGRAPHIC SURVEY.

Theodolite elevated 52 feet.

139

Station mark: A cut marble post 48 by 6 by 6 inches sunk 36 inches
in the ground, in center of top of which is cemented a bronze triangu-

lation tablet, ‘‘Ohio.’’

[Latitude 40° 17’ 22.36”.

Longitude 81° 00’ 14.58”.]

 

 

Back azimuth.

 

To station— Azimuth. Log. distance.
ret u Se i Meters.
Jefierson . «dsm eucc ae ss sacuse seh ies 196 06 28.74 | 16 08 19.68 4.1631951
Hopedale..... Pe See cesesacrs ai See aes 249 40 19.70 | 69 46 06.04 4.1295800
Mount Pleasant ................... 312 57 87.85 | 133 05 59.66 44004381
Clarks Hill ....... eit d ae Ra Seen es 350 11 27.43 | 170 13 03.92 4.3177623
Sewellsville ...................02. 40 08 03.66 | 219 59 50.71 4 .4482271
Deeraville: caeicss eeu eevee ress 4 ont 97 22 22.94 | 277 15 19.98 4.1923301
Bowerston............... 00.0000. 124 38 35.25 | 304 31 25.13 4.2799048

 

 

 

 

CADIZ COURT-HOUSE, HARRISON COUNTY.

(Not occupied.)

Station mark: Center of cupola on court house.

[Latitude 40° 16’ 22.397.

Longitude 80° 59’ 52.62.”]

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
ot id oo " Meters.
Hopedale.......... 0.0. c cece eee eee 241 40 48.88 | 61 46 20.94 41388232
Mount Pleasant ................... 310 31 40.34 | 130 39 47.88 4.3715307

 

 

 

 

JEFFERSON, HARRISON COUNTY.

Situated on a bare hill one-fourth mile northwest of the town of
Jefferson, between the forks of ‘the New Philadelphia and Carrollton
roads, on land owned by Samuel Meed.
140 PROGRESS REPORT

Station mark: A cut marble post 42 by 6 by 6 inches sunk 36 inches
in the ground, in center of top of which is cemented a bronze triangu-
lation tablet, ‘‘Ohio.’’

[Latitude 40° 24’ 55.88”. Longitude 80° 57’ 23.13”.]

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
Ore v ee i Meters.
Cadiz. iweucek yy eaeeen vers dex aed 16 08 19.68 | 196 06 28.74 4.1631951
Carrollton, jc. eeundis keg qeteeaen: 160 48 24.64 | 340 45 32.78 42772402
HIGCrs enact anata eee aban: 206 09 16.01 | 26 13 45.61 4 3452306
Wintersville...................0.. 274 33 35.99 | 94 42 21.10 42824762
Hopedale: svc vce guvesvenyenaeees 317 18 11.04 | 137 22 06.82 41028039
Deers ville sivas os ssi dean ee ne espace 58 24 40.31 | 288 15 45.68 4 3594835
Bowerston...........2.-.02e eee eee 80 54 37.31 | 260 45 35.42 43003187

 

 

 

 

BOWERSTON, HARRISON COUNTY.

Situated on a cleared hill in section 25, Monroe township, ahout 2
miles south of the village of Bowerston, on land owned by J. E. Brown.

Station mark: A stone post 40 by 6 by 6 inches set 36 inches in the
ground, in the center of top of which is cemented a bronze triangula-
tion tablet, ‘‘Ohio.’’

[Latitude 40° 23’ 13.23”. Longitude 81° 11’ 18.71”.]

 

 

 

To station— | Azimuth. Back azimuth. Log. distance.
oy owt “ er ot ” Meters.
Tippecanee: osavavusy ss pexte eds 24 24 21 54.23 | 204 19 00.04 41880466
Jefferson ...... Bets is tds Gimaasnch Srasane ted 260 45 35.42 | 80 54 37.31 4 3003187
CADIZ cays We Ob eS LPR ARES 304 31 25.13 | 124 38 35.25 4.2799048
Deersville osc eesedew ocrinaaas vas 358 23 14.06 | 178 23 20.87 3 .9461666

 

 

 

DEERSVILLE, HARRISON COUNTY.

Situated in the village of Deersville, Franklin township. Station
is the spire or center of cupola of publie school building in the eastern
part of the village.

Station mark: Center of cupola.
TOPOGRAPHIC SURVEY. 141

(Latitude 40° 18’ 26.93”. Longitude 81° 11’ 08.13”.]

 

 

 

To station— Azimuth. | Back azimuth. Log. distance.
i i" el e Meters.
Sewellsville 222: axcigusege avec < 6 19 40.88 | 186 18 29.97 4 .3730446
PrOSspOCb isa. ates eet daa uad canes Bee 10 06 05.78 | 190 05 23.84 3.9417489
Tippecanoe ...............2220-.. 51 43 47.10 | 231 40 46.25 3 9252612
Bowerston... 0.0.0.0... 0000 cece eee ee 178 23 20.87 | 358 23 14.06 3.9461666
Jefferson itis cinio hia ee BAe aes oe SINS 238 15 45.68 | 58 24 40.31 4.3594835
CAdIZ:s ce ueas ey Xen 2 ewY Se REE ts Fe 277 15 19.98 | 97 22 22.94 4.1923301

 

PROSPECT HILL, HARRISON COUNTY.

Situated on the summit of a sharp hill, about 4 miles northeast of
Freeport and just east of the Freeport and Cadiz road. The hill is
known locally as Prospect Hill and is the highest point for miles around.
Land owned by Robert Moore.

Station mark: A stone post 40 by 6 by 6 inches set 36 inches in the
ground, in the center of top of which is cemented a bronze triangulation
tablet, ‘‘Ohio.”’

[Latitude 40° 13’ 47.80”. Longitude 81° 12’ 12.96”.]

 

 

 

 

 

 

To station— Azimuth. Back azimuth. | Log. distance.
2 " et ” Meters.
Sewellsville ...................... 4 06 05.81 | 184 05 36.80 4.1729676
MeBrid@svsi.4 4s eersey eee eee 46 06 58.83 | 226 01 54.41 4.1902726
Tippecanoe ..............2..0005. 123 45 44.31 | 303 43 25.52 3 .7857938
Deersville “.......0..000.00 00000 es 190 05 23.84 | 10 06 05.78 3.9417489
Flushing ........ peed Coheeee ees 306 47 57.00 | 126 53 22.00 4.1720159

 

RUMLEY, HARRISON COUNTY.

(Not occupied.)

Station mark: Spire of Methodist Episcopal Church.

 
142 PROGRESS REPORT

[Latitude 40° 24’ 14.72”. Longitude 81° 02’ 04.54”.]
|

 

 

 

To station— | Azimuth. Back azimuth. | “Log. distance.
° t ” ° , u Meters.
Jefferson ...... 0... ee eee 259 02 14.82 79 05 17.47 3 8303382
CBG wis etki coed eecaeiesemanes 348 24 50.50 | 168 26 01.90 4.1130606

 

TIPPECANOE, HARRISON COUNTY.

Situated on the summit of a high, cleared hill in Washington town-
ship, about 2 miles southeast of the village of Tippecanoe. Land owned
by William Welch.

Station mark: A stone post 40 by 6 by 6 inches set 36 inches in the
ground, in the center of top of which is cemented a bronze triangula-
tion tablet, ‘‘Ohio.’’

{Latitude 40° 15’ 37.77”.

Longitude 81° 15’ 47.797.]

 

 

 

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.

ae id et £ Meters.
10S (e |; ee 23 16 45.07 | 203 13 59.21 4.1873542
Bowerston.... 0.0.0.0... 0 cece eee 204 19 00.04 24 21 54.23 4.1880466
Deersville ...... 0.0. cece eee cece 231 40 46.25 51 43 47.10 3 .9252612
Prospect) ss ciesxs seyge ee atee ese es 803 43 25.52 | 123 45 44.31 3 .7857938
Sewellsville ........ 0.0.20. eee eeee 347 33 48.12 | 167 35 37.71 4.2714644
B BARTON, HOCKING COUNTY.

On a flat cultivated ridge, in section 18, Washington township,
owned by William Barton, who lives one-fourth mile west of station.
Selected and occupied by the United States Coast and Geodetic Survey

in 1884-85.

Station mark: A marble post 30 by 6 by 6 inches set 28 inches in the

eround over an earthenware pyramid. Top of post marked,

 

Uz 8.
&C.| GS.

 

 

 

 

 

Reference marks: Three marble posts 30 by 4 by 4 inches, set as

follows:
TOPOGRAPHIC SURVEY. 143

(1) True azimuth, 99° 53’; distance, 140.25 feet.

 

 

 

(2) True azimuth, 54° 41’; distance, 175.8 feet.
(8) True azimuth, 338° 12’; distance, 437.75 feet.
[Latitude 39° 26’ 22.32”. Longitude 82° 29’ 46.50”.]
To station— Azimuth. Back azimuth. Log. distance.
° a un" ° , ua Meters.
BI OWHGs danny tsa clalakaausea enue ces 146 40 36.24) 326 36 32.15 4 2220318
Schults os2ocges esGee souaves tarsus 222 46 20.65 42 49 24.02 4.0063768
COO eee ea Seek avagemoane at 228 57 23.90 49 03 10.28 42366543
IBTOOKB S948 tig Sud biied Alas 257 42 22.62 77 52 27.11 4.3666779
MeDaniel so: iscacccene en wae vnete ice 290 56 26.59 | 111 03 09.10. 4.2107237
TiBNGS Na sso e a ery iia le areca tas ate Reich 338 05 36.66 | 158 09 14.12 43433070

 

 

BOYS’ INDUSTRIAL SCHOOL CHIMNEY, FAIRFIELD COUNTY.

(Not occupied.)

In section 35 and 36, Hocking township, 6 miles south of Lancaster.
Station mark: Center of tall brick chimney.

[Latitude 39° 38’ 28.64”.

Longitude 82° 37’ 36.53”.]

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
oe m ts o Meters.
Pleasant: (2) isch ce sae es sien ted os 196 16 42.49 16 17 55.39 3 .9867933
BUCKS ora. laserdrd dence uel deeg isaac dues 248 35 57.26 68 40 43.74 4.0607701
SChUlts acc. as esi ont + See ee eae 309 29 26.62 | 129 37 29.82 4.3707116
BrOWN sus so Seadoo ss wees nee mbes 346 20 02.87 | 166 20 57.88 3 .9405008

 

 

 

 

BOYS’ INDUSTRIAL SCHOOL WATER TOWER, FAIRFIELD COUNTY.

(Not occupied.)

In sections 35 and 36, Hocking township, 6 miles south of Lancaster.
Station mark: Center of large white water tower.
144 PROGRESS REPORT

[Latitude 39° 38’ 32.48”. Longitude 82° 37’ 38.20”.]

 

 

 

To station— | Azimuth. Back azimuth. | Log. distance.
or ee Sv ° Meters.
Plessanti(2)i i saise edn uihenatdes a> Sbewaaaakat dh fey se wahee Bat 3 .9820877
Buck csecestasaperaiedamneceneda) Winsaged igen YW aensecadears 4.0605764
Schultz jason ghia aeepeaen 309 39 00.95 | 129 47 05.22 43726735
Brown ............:.-...+++...++..| 346 15 44.39 | 166 16 40.48 3 .9466564

 

 

BRCOKS, HOCKING COUNTY.

A station of the United States Coast and Geodetic Survey, on a
wooded ridge near the northern line of section 19, Ward township, about
3 miles north of Nelsonville.

Station mark: A marble post 29 by 6 by 6 inches, set 22 inches in
the ground, above a square earthenware pyramid 5 inches high. Top

 

of post marked Be

 

 

 

 

c.& | GS.

Reference marks: (1) A marble post 30 by 4 by 4 inches set. 28
inches in the ground; azimuth from mark, 74° 11’; distance, 110.75 feet.
(2) A marble post 30 by 4 by 4 inches, set 28 inches in the ground;
azimuth from mark, 336° 18’; distance, 275 feet. (3) A marble post
30 by 4 by 4 inches, set 28 inches in the ground; azimuth from mark,
200° 35’; distance, 185.4 feet.

 

Latitude 39° 29’ 01.86”. Longitude 82° 13’ 55.39”.]

 

 

 

To station— | Azimuth. | Back azimuth. | Log. distance.
eet " pe @ Meters.
McDaniel 24 oscay au sens dee hans 35 15 15.27 | 215 11 53.84 4.1188828
Barton: Bo veeus haces y haben ka wanek b 77 52 27.11 | 257 42 22.62 4 .3666779
DCMUNGA senccscg cern qh megan tenes Ree 99 O07 21.22 | 279 00 19.77 4 .2050498
Cook: Jee aee ca aicen waa death 123 23 44.62 | 303,19 26.03 4 0653816
NEDO) iscaste ms cata ae Gate 303 54 52.42 | 124 00 23.75 4.1770814

 

BROWN, HOCKING COUNTY.

On the property of Isaac Brown, in the southeast quarter of section
30, Good Hope township, 13 miles by road west of Logan, 13 miles
south of Lancaster, 5 miles west of Rockbridge. Station is just east
TOPOGRAPHIC SURVEY. 145

of a cemetery which occupies summit of hill and has a good view in
nearly all directions.

Station mark: A marble post 30 by 6 by 6 inches, set 28 inches in
the ground, over an earthenware pyramid.

[Latitude 39° 33’ 53.90”. Longitude 82° 36’ 10.23”.]

 

 

 

To. station— > Azimuth. Back azimuth. Log. distance.
> as. Mf ey G ” Meters.
B. I. 8. water tower...............-| 166 16 40.48 | 346 15 44.39 3.9466564
B. 1.8. chimney .................. 166 20 57.88 | 346 20 02.87 3.9405008
Bue key detts-n a gos. 3 echonsed beaters tree te 214 20 02.08 34 23 53.61 4.1858328
COOK Gy sci curiam sete erases 276.38 41.55 | 96 48 32.74 43486753
pBchltZ was veneers ed ose eves vee de es 291 55]133.81 | 112 02 41.69. 4 2383235
IBS TUON i, 3) ce Qs Seecdaal wastage aE ene eS he 826 36,382.15 | 146340 36.24 42220318

 

 

 

COOK, HOCKING COUNTY.

On the estate of John Cook in the northeast quarter of section 238,
Green township, 4 miles east of Logan. A good view can be had in
all directions excepting north 0° east to north 30° east, which is inter-
fered with by timber at north end of ridge. This station was also occu-
pied by the United States Coast and Geodetic Survey in 1881.

Station mark: A marble post 30 by 6 by 6 inches, set 28 inches in the
ground, immediately above an earthenware pyramid. Top of post

 

 

 

 

 

 

 

 

 

 

 

marked rege

C.& | G.8,

Latitude 39° 32’ 29.14”. Longitude 82° 20’ 41.83”.]
To station— Azimuth. Back azimuth. Log. distance.
ceed Me coed m Meters.

BATON 2k ow el oars Maaco ancon ene acts 49 03 10.28 | 228 57 23.90 4.2366543
Schultgectwanitaterdeboagsaaewien 57 44 19.75 | 237 41 36.70 38596674
Brow sisces Gea kab eewien, apie oe 96 48 32.74 | 276 38 41.55 43486753
Buchs gccs ge aha S duled Hamas Sves des 138 36 43.24 | 318 30 42.80 4.3091667
Brooks 4 arducd ade Ache ade e ees 803 19 26.03 | 123 23 44.62 4.0653816
MeDaniel: -s.a3¢5 eee ebiessa eens 352 53 21.32 | 172 54 18.10 4 .2371864

 

 

 

10—T. 8.
146 PROGRESS REPORT
M’DANIEL, HOCKING COUNTY.

Situated in the southern edge of the southwest quarter, section. 7,
Starr township, on the estate of George McDaniel, 8 miles southwest of
Nelsonville postoffice, 15 miles southeast of Logan, and 2 miles east of
Starr. The knob is quite prominent and has only a few trees on its
southwest side to interfere with view. Selected and oceupied by the
United States Coast and Geodetic Survey in 1882-83.

Station mark: A marble post 26 by 6 by 6 inches, set 25 inches in the
ground immediately above a square earthenware pyramid. Top of post

 

 

 

 

 

 

 

 

 

 

s. 7

marked

C.& | G.S.

{Latitude 39° 23’ 13.57”. Longitude 82° 19’ 12.52”.]
To station— Azimuth. Back azimuth. Log. distance.
° , n ° , ” Meters

TiGNOSNS 64 sion alin pee SERRA Ree 25 29 15.51 | 205 26 11.15 42098137
Barton. 26 see eees Ob ree ety eae see g 111 03 09.10 | 290 56 26.59 4.2107237
SGhULtiais oerhacsne Ree see hone See sie 148 07 04.09 | 328 03 24.55 41939372
COOKE: aide otes thee answers seReeaeasd 172 54 18.10 | 352 53 21.32 4 .2371864
Brooks! 4 gist dae eee eee os nae 215 11 53.84 35 15 15.27 4.1188828
NEDO wkicent ees see Wa eeeer ee ee ere 263 16 04.46 83 24 56.70 4.3054151
Whiter iassciens Wea leeo eon as hae 274 32 58.10 94 42 43.35 4.3453947
Townsend \(2)24.2:60ed1-eiveceee ces 298 48 45.11 | 118 57 19.04 4.3458525

 

 

 

 

 

SCHULTZ, HOCKING COUNTY.

A prominent knob 3 miles south of Logan, on the estate of Daniel
Schultz, in the west half of the northeast quarter of section 26, Falls
township. Summit has apple and peach trees which interfere somewhat
with the view. “This station was occupied by the United States Coast
and Geodetic Survey in 1885.

Station mark: A marble post 30 by 6 by 6 inches, set 28 inches in
the ground immediately above an earthenware pyramid. ‘Top of post

 

 

S.
marked

 

 

C.&|G.S.

 

 

 
TOPOGRAPHIC SURVEY.

Latitude 39° 30’ 23.76”.

Longitude 82° 24’ 58.05”.]

147

 

 

 

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
o a ” ard m Meters.
Barton, oc eee steeseGheek aevee se . 42 49 24.02 | 222 46 20.65 4 0063768
Brown <4 234 iceqsacteeeanees cares 112 02 41.69 | 291 55 33.81 4 .2383235
B. I. 8. chimney ........... anak 129 37 29.82 | 309 29 26.62 4.3707116
B. I. S. water tower ............... 129 47 05.22 | 309 39 00.95 4.3726735
BUCK: suc ceessaeeyateadaargis inne 158 57 18.49 | 338 54 01.46 4.3120770
OOK a5 53s sae FAs de eh sae SS 237 41 36.70 | 57 44 19.75 3.859667 4
BrOOKS: sy 333M ce ied estate eins 279 00 19.77 | 99 07 21.22 4.2050498
MeDaniel: yea) 52). Beh cages sae ns 328 03 24.55 | 148 07 04.09 4.1939372

 

DAVIS, JACKSON COUNTY.

On a cultivated hill in Bloomfield township, 12 miles eastward from
Jackson, 114 miles north of Orpheus postoffice, 3 miles east of Winchester
(Rocky Hill postoffice). Land owned by Evan D. Davis, who lives about

500 feet west, southwest of station.

An unobstructed view can be had

for many miles toward the north, northwest and west, and comparatively
few trees obstruct view southwest.

Station mark: Center of wild cherry signal tree about 500 feet east-
northeast of Mr. Davis’ residence and 13 feet south of an east and west

 

 

 

 

fence.
[Latitude 38° 58’ 54.17”. Longitude 82° 28’ 47.63”.]
To station— Azimuth. Back azimuth. Log. distance.
°o - u“ Oo , n Meters.
Lawler. scale sends Reed | pace eae an 200 26 28.47 20 28 23.27 4.0984524
Grahamtiescciwceien Wee hacnd ee Aiioe 294 03 37.74 | 114 12 13.18 4 3352839
Waener sion sane dess es ass 2b eee 358 19 33.89 | 178 19 50.05 43278387

 

 

 

ELDERS, JEFFERSON COUNTY.

Situated one-half mile south of the village of Monroeville on land

owned by Mr. Elder.
148

PROGRESS REPORT

Station mark: A cut marble post 48 by 6 by 6 inches set 40 inches in
the ground, in the center of top of which is cemented a bronze triangula-

tion tablet, ‘‘Ohio.’’

[Latitude 40° 35’ 40.04”.

Longitude 80° 50’ 28.10”.]

 

 

 

To station— Azimuth. Back azimuth. | Log. distance.
oan f ey ee . Meters.
DOMETSOD alos att eke ace vounagieeans ica 26 13 45.61 206 09 16.01 4 3452306
Carrollton icccedonee nce 24 aay 82 57 51.91 | 262 50 29.70 4 .2070630
Kensington. <4 eeece ne ee ess eaa ries 148 30 40.69 | 328 26 39.02 4 2218375
Hammon .. 3.4. se0cee ye Saranceey 238 50 48.93 58 57 24.93 4 .2224370
PMISOM 2 GA oe Pe R a eauhd Wa Gis Parco 269 43 49.10 89 54 31.77 4.3659427
Wintersville.............0: Pechydhet 336 29 21.40 | 156 33 37.87 4.3683786

 

 

 

 

HOPEDALE, JEFFERSON COUNTY.

Situated 2 miles west of Bloomingdale on the north side of the
Bloomingdale and Hopedale pike, on the highest point of hill in cleared
field belonging to Mr. 8. N. Beall.

Station mark: A cut marble post 24 by 4 by 4 inches sunk 24 inches
in the ground. ‘‘U. 8. G.S.’’ marked on top of post.

(Latitude 40° 19’ 53.80”. Longitude 80° 51’ 19.20”.]

 

 

 

To station— Azimuth, Back azimuth. | Log. distance.
Ee aw. Sh Us Meters.
Cadiz Cy wexccgaves kas ecem sane 61 46 20.94 | 241 40 48.88 41388232
CBIR: 0p Fe cehdaiidaess Bodies he ene es 69 46 06.04 | 249 40 19.70 4.1295800
JOM ELSON sass see chee we nee yaa den 137 22 06.82 | 317 18 11.04 41028039
Wintersville .................2004. 233 31 31.07 | 53 36 19.99 4,1166735
New Alexander .................4. 290 17 09.61 | 110 23 39.92 4.1817202
Mount Pleasant ............-....6. 345 17 50.68 | 165 20 26.93 4.3534510

 

 

 

 

NEW ALEXANDER, JEFFERSON COUNTY.

Situated 1 mile southwest of the village of New Alexander in a
cleared field on west side of county road one-fourth mile beyond point at

which it leaves the New Alexander and Bloomingdale pike.
TOPOGRAPHIC SURVEY. 149
Station mark: A cut marble post 24 by 6 by 6 inches sunk 2 feet
under surface of the ground, in the center of top of which is cemented
a bronze triangulation tablet, ‘‘Ohio.’’
Reference marks: A large tree, true bearing N. 53° 20’ E.., distant
272 feet. A small tree, true bearing S. 1° 36’ W., distant 131 feet. An
old stump in field, true bearing N. 68° 36’ W., distant 14.7 feet.

[Latitude 40° 17’ 02.55”. Longitude 80° 41’ 15.83”.]

 

 

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
Cot ap Fe Meters.
Mount Pleasant ..........0.0.0.00. 27 21 07.51 | 207 17 14.17 4 .2700856
oped sae aconeiuarsneaae: 110 23.39.92 | 290 17 09.61 41817202
Wintersville .......................] 164 08 12.73 | 344 06 30.92 4.1325490
Tnilenetideneeys <tnessevevacverer 286 01 22.01 | 106 07 03.27 41133566
West Malet a6 Sse os oes casas, 327 04 20.90 | 147 07 42.89 41338982

 

WINTERSVILLE, JEFFERSON COUNTY.

Situated 2 miles northwest of the village of Wintersville on a cone-
shaped hill on land owned by Mr. Mayo. The Wintersville and New
Richmond pike passes over east side of hill.

Station mark: A cut marble post 40 by 6 by 6 inches sunk 36 inches
in the ground, in the center of top of which is cemented a bronze trian-
gulation tablet, ‘‘Ohio.”’

[Latitude 40° 24’ 05.70”. Longitude 80° 43’ 53.11”.]

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.

Onn e Bet ” Meters.
Hopedale: a esa te ienseeeeeeeGe ss 53736 19.99 | 233 31 31.07 4.1166735
JOHETSON 6545 ie woh a dnaeea-tadda aliens 94 42 21.10 | 274 33 35.99 42824762
Hilde? occ. cea auien esa Sea es 156 33 37.87 | 336 29 21.35 4.3682786
Hammond: eee. ss viaaesoaas aeades 189 27 36.41 9 29 54.97 4.4836287
New Alexander ................... 344 06 30.92 | 164 08 12.73 4.1325490

 

 

 

WRAY, LAWRENCE COUNTY.

A station in the transcontinental belt of the United States Coast
150 PROGRESS REPORT

and Geodetic Survey on Johnson Ridge, 214 miles east of Marion (Aid
postoffice). Summit nearly cleared, giving a good view in all directions.
Station mark: A pottery pyramid buried 3 feet under ground (no
surface mark 1902).
Reference marks: Drain tile pipes 4 inches in diameter, 2 feet long,
filled with concrete and buried 22 inches in ground—one north, 5.93 feet
distant ; one south, 5.99 feet; one east, 5.98 feet; one west, 5.92 feet.

[Latitude 38° 35’ 42.24”. Longitude 82° 27’ 38.91”.]

 

 

 

To station— | Azimuth. | ’ Back azimuth. | Log. distance.
° , ” ° , ” Meters.
Wiener sce gett Ge eh ee aes 177 15 29.58 | 357 15 02.72 4 3360952
HIGUCEZ A. aii-on ndigtunadadawakoeaaees 229 30 22.22 49 35 13.43 4.1709604
GeDhatdt «ss gecasgasasceseuiedases 291 52 47.45 | 112 00 33.64 4.2904979

 

GREENLER, MEIGS COUNTY.

On a cultivated ridge in Scipio township, 214 miles southeast of
Tlarrisonville and 9 miles northwest of Pomeroy. Land owned hy the
widow Greenler. An extended view can be had in all directions.

Station mark: A stone post 30 hy 8 by 8 inches set 28 inches in the
ground, in the center of top of which is cemented a bronze triangula-
tion tablet, ‘‘Ohio.”’

[Latitude 39° 06’ 36.10”. Longitude 82° 05’ 37.56”.]

 

 

 

To station— Azimuth. Back azimuth. Log. distance.

oo ON 7 Se . Meters.
Leonard ...... Fis ts, Gases Coos es he eee eg 49 22 32.39 | 229 17 11.56 42078401
McKnight Anchen rahe ene setiecaaes 131 06 34.33 | 311 03 11.43 40103602
Townsend (2). -ccauneencheaniee gents 179 42 39.02 | 359 42 36.35 4 3021055
Bond” axeursveseesphiesiydaererc| teresa dsen@ | ebaicertedee 44013817
Mel Orig 53.4.0 tea op aiocu akaademhe 279 28 14.79 | 99 41 07.07 44750063
DOITIAY casas Pde Poe Bed kn baad | 337 13 28.07 | 157 19 00.37 45174129

 

LEONARD, MEIGS COUNTY.

On a partly timbered ridge in Salem township, 12 miles by road
west of Middleport, 4 miles north of Eno postoffice. Timber interferes
TOPOGRAPHIC SURVEY.

151 -

with view northeast and southeast, but in other directions the view is
particularly good. Land owned by W. H. Leonard, who lives 300 yards

north.

Station mark: A sandstone post 36 by 8 by 8 inches set 34 inches in
the ground, in the center of top of which is cemented a bronze trian-

gulation tablet, ‘‘Ohio.’’

Reference mark: The poplar signal tree at roadside.
from station mark, 322° 19’; distance, 128.1 feet.

[Latitude 39° 00’ 55.06”.

Longitude 82° 14’ 06.67”.]

True azimuth

 

 

Back azimuth. | Log. distance.

 

To station— | Azimuth.
oe z or | ot t Meters.

Grahiatiie. 163s ese oe poke aha teaasns 6 39 15.03 | 186 38 36.75 4.1024633
Wagner gag ig. eset PASGes Bega gay 39 34 55.56 | 219 25 58.48 4.5104457
Dawlefe: segesdar ese Bee RS eR eR ES 115 35 43.20 | 295 28 23.01 4.2699658
Waleski. sexs? aay pas wad oe Ses ee 151 46 12.85 | 331 39 56.21 4 .4807510
McKnight ..................00000, 194 38 18.41 14 40 16.75 4.2510681
Greenler sic ene cess ke take meee yes 229 17 11.56 49 22 32.39 42078401
Pinay... cea saseeeseszadseseaacs Ae 308 21 37.63 | 128 32 29.47 4.5039347

 

 

 

 

M’KNIGHT, MEIGS COUNTY.

A cleared ridge in the northwestern part of Scipio township, 2

miles east of Carpenter postoffice and 5 miles south of Albany.

owned by Thornton McKnight.

Land

Station mark: A bluestone post 40 by 8 by 8 inches set 38 inches
in the ground, in the center of top of which is cemented a bronze triangu-

lation tablet, ‘‘Ohio.”’

[Latitude 39° 10’ 14.34”.

 

Longitude 82° 10’ 59.00”.]

 

To station— Azimuth. Back azimuth. | Log. distance.
oe ut ee ie Meters.
Heonared. hivewusesea ves evar sever ss 14 40 16.75 | 194 38 18.41 42510681
DiC SI hd aie ise Soa days ods hrce genes sa 116 35 39.29 | 296 27 23.36 4 .3229316
Townsend (2).............002--00 209 42 32.43 | 29 45 53.05 4.1858081
Greenler 311 03 11.43 | 131 06 34.33 4 .0103602

 

 
152

PROGRESS REPORT

BEALLSVILLE, MONROE COUNTY.
Situated 3 miles east of the town of Beallsville on the highest point

of a bare hill on the farm of the Gale brothers.

Station mark: A cut marble post 48 by 6 by 6 inches set 40 inches
in the ground, in the center of top of which is cemented a bronze trian-

gulation tablet, ‘‘Ohio.”’

[Latitude 39° 50’ 49.76”. Longitude 80° 58’ 49.99”.]

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
eS oe t Meters.
Gallaway. padi ee uo wha eason "...{ 182 29 34.33 2 29 55.83 42612655
Jacobsbutiijas dacunes oan ee ease ae 210 24 53.13 | 30 28 36.52 42108474
Myers’ sa 3s 288 tes Gide ee eseeaves 56 221 32 26.97 | 41 39 03.80 4,3447990
RAB BS ison ey Jeeta Gi ais ta aane opel cakes 269 45 19.11 | 89 53 56.89 4 2835700
Wiednian: 4. cused selene caren hie 87 09 57.20 | 267 02 01.79 42471021
Newcastle: cui cuinecn stint anata 118 21 49.78 | 298 18 11.29 3. 9639688
Dbeeleis sa405 Hares es ea Greas aeees s 125 11 13.00 | 305 O01 44.45 4.4179181
BEV AD g45 Hegiske SiaE oe Gee ed ee 155 16 01.67 | 335 13 05.87 4.1914760

 

 

 

 

CALLAND, MONROE COUNTY.

Situated on a high cleared hill in Seneca township, about 2 miles
northeast of village of Summerfield, near the Noble-Monroe county line.
Land owned by Mrs. Martha Calland.

Station mark: A stone post 40 by 6 by 6 inches set 36 inches in the
ground, in the center of top of which is cemented a bronze triangula-
tion tablet, ‘‘Ohio.’’

[Latitude 39° 48’ 14.31”. Longitude 81° 19’ 22.61”.]

 

 

 

 

 

To station— Azimuth. Back azimuth. | Log. distance.
ht Oe Ge 4 Meters.
Ul ais soe dec whiguaige Yn wise in aadeaees 53 35 25.20 233 32 02.90 3.9709420
Pleasant iy cwieaics tered Gea ee ee 87 36 24.91 | 267 31_42.37 4.0215172
PUCK GR? cc's 2 hela AABIA Roane pears 142101 12.68 | 321 58 40.51 3.9625705
Warehime sscisicacve degen ne cena 165 10 18.15 | 345 08 11.50 4 2628296
Stéeléscaviasevus veces Gavea serena 201 35 53.45 21 39 25.88 4.3293954
Wiéediitan 5 4-ccnge:iend Sees Ravers 251 29 17.30 71 34 31.64 4.0901708

 

 
TOPOGRAPHIC SURVEY. 153

JERUSALEM SCHOOLHOUSE, MONROE COUNTY.
(Not oceupied. )

Schoolhouse in Jerusalem, Sunbury township.
Station mark: Center of cupola.

[Latitude 39° 50’ 54.00”. Longitude 81° 06’ 06.45”.]

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
° ‘ un” ° , u Meters.
Wied marl eexy pares sen ease Reet tess 81 59 06.96 | 261 55 51.27 3 8653255
Newcastle ...............00 0c cea 208 14 14.47 28 15 15.85 3 .6820293

 

 

 

ST. JOHNS, MONROE COUNTY.
(Not occupied. )

St. John’s Church, situated about one-half mile west of village of
Miltonsburg.
Station mark: Center of church spire.

[Latitude 39° 50’ 15.20”. Longitude 81° 10’ 32.48”.]

 

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
pe} , nw ° ‘ nn ; Meters.
Steclevs yw eeuee ewes ae week 163 40 24.15 | 343 38 16.46 4 .2252598
Newcastle ...................0005. 237 40 56.39 57 44 48.27 4.0073924
Wieclaieit adnan teasers oneasons tases aaa s ean l wkend ae es 2.9781631

 

 

 

DILLON, MONROE COUNTY.

Station mark: The chimney on Mr. J. D. Dillon’s residence, 1 mile
south of Way postoffice.

[Latitude 39° 37’ 40.67”. Longitude 81° 10’ 31.26”.]

 

 

 

 

 

 

To station— : Azimuth. Back azimuth. Log. distance.
ar e Ge «oh ” Meters.
MOORE ie08 ye ga danny Sih HEE eae Se el oes 19 50 50.56 | 199 47 41.01 4.3215874
Laws ctiedeacaegewn acacia kedeoas 65 40 13.26 | 245 36 29.65 3 .9630466
PAM a9 kana eis wag Ae RO eS aa 216 55 13.70 86 57 28.00 3 .9554300
High Knob ........-....2-- 050555 282 34 05.00 | 102 39 53.00 4.1253100

Glass actcs 2eniesd cee ape eee 332.17 56.67 | 152 19 54.03 3 .9758125

 
154 PROGRESS REPORT
HIGH KNOB, MONROE COUNTY.

A high peak near Sisterville on Ohio side of Ohio river, having 2

red tanks on summit.
Station mark: Wocden projection on southeast side of eastern tank.

[Latitude 39° 36’ 05.63”. Longitude 81° 01’ 26.40”.]

 

 

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
7 oe oll oo SR Meters.
GIASS? igs soe ac tis SR ESR LEK ES 57 43 14 237 39 23 4.00930
Dil GMs sctela da sed ac otibda we hae seende 102 39 53 282 34 05 4.12531

 

TANK, MONROE COUNTY.

On the highest knob 6 miles south of Woodsfield and 5 miles north-
east of Graysville. There are two tanks on top of the knob. The one
located is the farthest west and is painted white.

Station mark: Center of tank.

[Latitude 39° 41’ 34.6”. Longitude 81° 06’ 43.7]

 

 

 

| 1
To station— Azimuth. Back azimuth. | Lag. distance.
2 , un ° # u” Meters.
Glassy avec se rdev aun cae fess sa 3 48 12 183 47 44 4.19380
Dine 13 ses co tad te eee a eee 36 57 28 216 55 14 3.95543
AWS ics cqunace eh aiaeantda daveb aa ue s 51 27 48 231 21 39 4.24646

 

 

WIEDMAN, MONROE COUNTY.

Situated on a cleared hill in Malaga township, about 2 miles south-
west of village of Miltonsburg. Land owned by Mr. Wiedman.

Station mark: A stone post 40 by 6 by 6 inches set 36 inches in the
ground, in the center of top of which is cemented a bronze triangula-

tion tablet, ‘‘Ohio,’’
TOPOGRAPHIC SURVEY.

[Latitude 39° 50’ 20.74”.

Longitude 81° 11’ 11.82”.]

155

 

 

 

To station— Azimuth. Back azimuth. | Log. distance.
ee m, oo ee im Meters.
Calllaind:2.i20-ne.d Soesek Sete a se Ron 71 34 31.64 | 251 29 17.30 4.0901708
PBuckernc see ga senande kee yes ae teed 100 57 09.79 | 280 49 22.91 42463136
Warehime: see vscwitag cnehde Sh dds 130 14 07.62 | 310 06 46.06 4.3304252
Dbl: gs ace Uae er eadioan remade 166 38 26.80 | 346 36 44.38 4.2146469
Neweastle ............0..02.020005 241 04 21.24 | 61 08 38.37 4.0370559
‘Beallgville: 2 Jac Views ckdews wee ser 267 02 01.79 | 87 09 57.20 4.2471021

 

 

 

 

 

WOODSFIELD COURT-HOUSE, MONROE COUNTY.

(Not occupied.)

Station mark: Center of court house cupola.

(Latitude 39° 45’ 53.10”.

Longitude 81° 07’ 04.01”.]

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
°° , wn ° ae Ww Meters.
Wiedman ,...0). fi jek, oelelne peed ¢ 144 29 15.26 | 324 26 36.62 4.0061831
Beallsville ..............000 eee e ee 232 04 06.58 52 09 22.97 4.1730814

 

 

 

SAGO, MUSKINGUM COUNTY.

On a bald hill 4 miles southwest of the village of Sago, on land

owned by J. W. Carnes.

Station mark: A limestone post 40 by 7 by 7 inches set 39 inches in
the ground, in the center of top of which is countersunk and cemented a
bronze triangulation tablet, ‘‘Ohio.’’

[Latitude 40° 00’ 42.40”.

Longitude 81° 46’ 55.70”.]

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
o + ” o 7 a Meters.
Kennedy: 25 sesct eu tec ea te esse Hee 207 11 33.69 27 14 31.91 4 .1566993
COME RE iis. Sedeuiiea dus baw au ing ha snk 254 49 29.58 74 54 42.29 4.0771353
Clayevilléserccs2c-neickeaedauins 311 50 42.87 | 131 54 42.28 4.0746717

 

 

 
156 PROGRESS REPORT

COFFEY, NOBLE COUNTY.

Situated in Jefferson township, about 2 miles east of Macksburg
and near the Noble-Washington county line. It is on a knob at the
southern end of what is locally known as Coffey Ridge. Land belongs
to the Coffey Brothers. A house surrounded by a peach orchard occu-
pies the whole summit of knob.

Station mark: A stone post 15 by 6 by 6 inches set 15 inches in the
ground, with a cross cut on upper surface.

Reference mark: The south chimney of house; distance from sta-
tion 69 feet; azimuth 121° 43’.

Subsurface mark: An aluminum bolt buried 2 feet below surface
underneath station mark.

[Latitude 39° 38’ 20.51”. Longitude 81° 25’ 56.23”.]

 

 

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
Oe, ue oy aH Meters.
Dovenbecker ............-...-.-4. 21 34 03.43 | 201 32 41.16 3 .9232258
COTO. aise dna andi a ato been 134 02 58.60 | 313 58 36.21 4.1340788
Hulda i.caiaatascaoues abeeesedecs 188 13 57.47 8 14 46.99 4.1102507
Baws eects apes Given wawes Bars 290 04 00.35 |110 10 06.45 4.1639102

 

CORREY, NOBLE COUNTY.

Situated in Olive township on summit of hill known locally as
Correy Knob. Land belongs to John Hughes and is covered with a
peach orchard. : .

Station mark: A stone post 40 by 6 by 6 inches set 36 inches in the
ground, in the center of top of which is cemented a bronze triangula-
tion tablet, ‘‘Ohio.’’

[Latitude 39° 43’ 27.31”. Longitude 81° 32’ 47.22”.]

 

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
oa u 7 4 & Meters.
Grégy 568 Gk Gees eae ey bee 193 41 15.25 | 13 43 14.30 42709766
Pleasant ........... Sustesendaventico are atthe @ 225 47 16.75 | 45 51 09.15 4.0813436
Bulda.cssxceems abet 254 08 13.79 | 74 13 26.06 4 0823867
COMCW 58 HEN ae AR SE ea Sates 313 58 36.21 | 134 02 58.60 41340788
Dovenbecker.......... 0.00 eevee 338 41 35.73 | 158 44 36.15 4.2675872
Fulda Church............. sea ae 270 09 40.00 | 90 14 41.00 4 0496191

 

 
TOPOGRAPHIC SURVEY.

FULDA, NOBLE COUNTY.

157

Situated on a cleared hill in Enoch township about 2 miles north
of Fulda postoffice. Land owned by Mr. Bates.
. Station mark: A stone post 40 by 6 by 6 inches set 36 inches in the
ground, in the center of top of which is cemented a bronze triangulation

tablet, ‘‘Ohio.’’

[Latitude 39° 45’ 14.16”. Longitude 81° 24’ 38.75”.]

 

 

 

To station— Azimuth. ' Back azimuth. | Log. distance.
So ae is ee f Meters.
CORCY” d3.6 gceisaauratiatelaahs ee inte e sates 8 14 46.99 | 188 13 57.47 4.1102507
Dovenbecker..................004- 13 29 38.34 | 193 27 26.49 4 3249454
COL Y i538 Eok Sea Tee eae ee 74 13 26.06 | 254 08 13.79 4.0823867
Pleasant sess ice sialslnes male ck ates 149 46 36.80 | 329 45:16.75 3.7718484
Tuck? 4 gaceekeraa dey ed e cg nes 188 18 59.48 8 19 49.89 4.1112795
Callanid) fsinieli s eon na diay deg dueare ated 233 32 02.90 53 35 25.20 3 .9709420
TR WSisico Hae ate hte acta thea ges eee 326 17 40.64°| 146 22 57.69 4.3294759

 

 

 

 

FULDA CHURCH SPIRE, NOBLE COUNTY.

(Not occupied.)

Tn, village of Walda,

Station mark: Center of church spire.

[Latitude 39° 43’ 26.01”.

Longitude 81° 24’ 56.52”.]

 

To station— Azimuth. Back azimuth. Log. distance.
fe] , ” ° , ” Meters.
Cottey wessas ec desc teens eessehees 90 14 41.03 | 270 09 40.22 4.0496191
PUG 5.5 ots Sah Sat de Gea eens wre evel 187 13 47.17 7 13 58.53 3 .5265941

 

GREGG, NOBLE COUNTY.

Situated on a cleared hill in Wayne township about 4 miles south

of Senecaville and near the Noble-Seneca county line.

ered by an orchard. Land owned by Walter Gregg.

Till partly cov-
158

PROGRESS REPORT

Station mark: A boulder 20 by 10 by 8 inches set in the ground,
and having a cross (++) cut on its upper surface.
Subsurface mark: A bronze triangulation tablet buried 2 feet below
surface immediately underneath cross on boulder.

(Latitude 39° 53’ 15.23”.

Longitude 81° 29’ 41.50”.]

 

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
te ee M ot u Meters.
CORFE! 223 8s Gass Geociaaint Sh enw 13 43 14.30 | 193 41 15.25 42709766
Warehimeé: <4. caus danas ooaieusees 229 51 54.19 | 49 56 24.57 4.1165523
Wuckeha sah ee Wek eet ae Rea eS 282 43 32.96 | 102 47 37.40 3.9679631
Pléasantiitvrss Saye Gea evens eh yes es 336 31 55.44 | 156 33 49.16 4.0254160

 

 

 

PLEASANT, NOBLE COUNTY.

Situated on a high hill, with a few scattering trees on its summit,

in Center township, about 2 miles southeast of Sarahsville.

Station mark: A stone post 30 by 6 by 6 inches set 30 inches in the
ground, in center of top of which is cemented a bronze triangulation

tablet, ‘‘Ohio.”’

[Latitude 39° 47’ 59.84”.

Longitude 81° 26’ 43.92”.]

 

 

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
Bt a Diy Xe Ms Meters.
COrrey oh een tote al nies puny wae 45 51 09.15 | 225 47 16.75 4.0813436
GREP i kid aeyeeaye ten gianna 156 33 49.09 | 336 31 55.44 4.0254160
Warehime: saci edgy vatiersedageas 197 40 49.35 | 17 43 25.93 4 .2799538
TUCK. op vtec es Hotes Ghee ee ee OSs 212 14 38.28 | 32 16 48.80 3.9579200
Calland:je58 aaiicc aN a iy aan eee: 267 31 42.37 | 87 36 24.91 40215172
DO Cs «tats ep ated tee OR Sree anne thes 329 45 16.75 | 149 46 36.80 3.7718484

 

 

SUMMERFIELD SCHOOLHOUSE, NOBLE COUNTY.

(Not occupied. )

Station mark: Center of schoolhouse in village of Summerfield.
TOPOGRAPHIC SURVEY.

[Latitude 39° 47’ 55.47”.

Longitude 81° 20’ 16.71”.]

159

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
° z uw ° y u Meters.
TUCKER .tky ah ole heads Ameladn iar 150 49 58.53 | 330 48 01.02 3 .9516327
Calland scacsdvan di aecace dace. 245 41 23.24 65 42 07.87 3.1498794 —

 

 

 

 

 

TUCKER, NOBLE COUNTY.

Situated on a partly cleared hill in Seneca township, about 3 miles

northeast of Mount Ephraim postoffice.

Land owned by John Tucker.

Station mark: A stone post 40 by 6 by 6 inches set 36 inches in the
ground, in the center of top of which is cemented a bronze triangula-

tion tablet, ‘‘Ohio.’’

[Latitude 39° 52’ 08.72”.

Longitude 81° 23’ 20.21”.]

 

 

 

To station— Azimuth, Back azimuth. Log. distance.
Bolt ie ore u Meters.
Pleasants Kesogs ake ane BA Sees 32 16 48.80 | 212 14 38.28 39579200
GEEES 6 syed oats se gioilda yaw sales 102 47 37.40 | 282 43 32.96 3.9679631
Warehime .2444803e¢aheesnaausaas 185 11 04.50 5 1 30.20 4 .0219463
DlCClOk na se We oyu He ine le ae aheae fiat 226 53 52.54 | 46 59 57.57 4 .2667725
Calland... .ce2ye2 ease sho bea Seses ee 321 58 40.51 | 142 01 12.68 39625705
et eae a aduadetas anadeg Glens. b dase inka 8 19 49.89 | 188 18 59.48 41112795

 

 

 

 

BALDWIN, TUSCARAWAS COUNTY.

About 7 miles northeast from Uhrichsville, on a bald hill 100 yards
east of ridge road, on land owned by David Baldwin.
Station mark: A sandstone post 36 by 6 by 6 inches set 33 inches
in the ground, in the center of top of which is countersunk and cemented
a bronze triangulation tablet, ‘‘Ohio.’’

[Latitude 40° 27’ 01.37’.

Longitude 81° 17’ 28”.]

 

 

|
To station—

Azimuth.

 

Back azimuth.

Log. distance.

 

Wainwright..................20065
Bowerston........-..0 000000 scenes

Uhrichsville ..... 2.5 cee cece

° t u

° , u

75 00 27.85 | 254 54 15.71

308 57 08.21
355 40 02.51

129 01 07.70
175 40 20.53

 

Meters.
4.1462651
40493365
3 .9386187

 
160

PROGRESS REPORT

BOOTH, TUSCARAWAS COUNTY.

On a sharp, bald knob, 5 miles southeast from New Comerstown,
one-fourth mile south from Booth postoffice, and 400 feet southeast of
Mr. Walter’s residence, on iand owned by him.

Station mark: A sandstone post 36 by 7 by 7 inches set 34 inches
in the ground, in center of top of which is countersunk and cemented
a bronze triangulation tablet, ‘‘Ohio.’’

[Latitude 40° 13’ 26.69”.

Longitude 81° 32’ 56.37”.]

 

 

Back azimuth. | Log. distance.

 

To station— Azimuth.
fe oe v ee “ah i Meters.
Kennedys ssaesseaee ve She sedes dan 50 57 10.87 |230 51 07.97 42342578
Wide sos os dal aah negn bee minatne 103 17 39.33 | 283 15 05.76 3.7615799
Waser iA csc argo ened schkee bas eo 166 55 12.11 | 346 53 04.26 42784021
Stone Creek ...............0000005 179 22 08.98 | 359 22 03.72 42391088
GUMOLe: ayes es tie eee Bde DRE a 228 11 04.90 | 48 15 13.50 40860014
MIG WAY. < sc cscustiirgads-3 Wadia eens 352 05 52.54 | 172 07 03.12 4.2759110

 

 

 

GILMORE, TUSCARAWAS COUNTY.

On a bald knob one-third mile north of the village of Gilmore, 300
feet from where road elbows to east going from Gilmore.
Station mark: A sandstone post 36 by 6 by 6 inches set 33 inches in
the ground, in the center of top of which is countersunk and cemented
a bronze triangulation tablet, ‘‘Ohio.’’

[Latitude 40° 17’ 50.02”.

Longitude 81° 26’ 31.76”.]

 

 

 

To station— Azimuth. Back azimuth. | Log. distance.
ae m oot m Meters.
Widdel wisn cu wangwaned eG ersaw ede 65 15 18.37 | 245 08 36.06 4 .2095562
Port Washington.................. 107 14 03.00 | 287 11 28.00 3 .7758800:
Stone Creek 445 ss.4seeseves senses a 134 52 35.59 | 314 48 21.35 4.1164240
"WA WHIEIG acc, coecduse ole sideaue! ea nck a ou 176 58 27.78 | 356 58 08.37 4.1267768
Uhrichsville sicsc. nei ceueiornnseane 238 12 02.93 | 58 18 12.91 4.2004975
Tippecanoe: aavsaceicawse sd ovens ae 284 58 09.52 | 105 05 05.88 4.1973700
BOOtHnws te dunsaiun dene ete ea teee 2 48 15 13.50 | 228 11 04.90 4.0860014

 

 

 

 

 

 

 
TOPOGRAPHIC SURVEY. 161
PORT WASHINGTON, TUSCARAWAS COUNTY.

(Not occupied. )

A lone tree on prominent bald mound about 2 miles south of the
village of Port Washington, on east side of river.
Station mark: Center of lone tree.

[Latitude 40° 18’ 47.30”. Longitude 81° 30’ 33.18”.]

 

 

 

To station— Azimuth. Back azimuth. | Log. distance.

Oe Ae SS Meters.

Widder (5 :fsuns eg cetetwesedd. oe Gate se sane 46 27 45 226 23 39 4.09426
WASED fos bse ranuhlee gales ee Gai ad aude 138 16 26 318 12 55 4.06184
Stone Creek ........... Dawn cas 154 24 37 334 22 59 3.91720
Giltnore> osesc veereoe eee eens 287 11 28 107 14 03 3.77588

 

 

 

 

STONE CREEK, TUSCARAWAS COUNTY.
On a bald mound 114 miles southeast of the village of Stone Creek,
100 yards east of road.
Station mark: A sandstone post 36 by 6 by 6 inches set 34 inches
in the ground, in center of top of which is countersunk and cemented a
bronze triangulation tablet, ‘‘Ohio.’’

[Latitude 40° 22’ 48.92”. Longitude 81° 33’ 04.48”.]

 

 

 

 

 

 

 

To station— Azimuth. Back azimuth. | Log. distance.
Ro % Ss im Meters.
Widder bayeees igh saa mtie Ay Slag Eara eas ae 18 43 44.26 | 198 41 15.69 4.2281117
Wasell. cs 3 sande Se kate 2 oo 105 39 23.20 | 285 37 30.42 3 .6297872
Wainwright.................00000- 244 04 51.38 | 64 08 46.51 3.9781630
GilmOre® sacs ieiseiersiy see eee en nie ene a 814 48 21.35 | 184 52 35.59 4.1164240
Port Washington...............55. 334 22 59.00 | 154 24 37.00 3 .9172000
BOO EDS, sss isseii schaseuds dies Sa ae ea ees BRS 359 22 03.72 | 179 22 08.98 4 .2391088

 

UHRICHSVILLE, TUSCARAWAS COUNTY.

On a bald hill about 4 miles nearly east from Uhrichsville, 200 feet
west of Ridge road, on land owned by Mr. Cox, and 200 yards north
of his residence.

11—T. 8S.
162 PROGRESS REPORT

Station mark: The lone white oak signal tree 14 inches in diameter.

Reference mark: A sandstone post 36 by 6 by 6 inches set 30 inches
in the ground, in center of top of which is countersunk and cemented a
bronze triangulation tablet, ‘‘Ohio.’’ Distance oe tree, 26.6 feet; true
azimuth 56° 10° 30”.

[Latitude 40° 22’ 20.70”. Longitude 81° 17’ 00.20”.]

 

 

 

 

 

To station— Azimuth. Back azimuth. | Log. distance.
ee ” bt ” Meters.
Gilmore .. - OE ee eee eee re 58 18 12.91 | 238 12 02.93 4.2004975
Wailnwrightsaneccsdcs sate sene eee 109 32 49.03 | 289 26 19.17 4.1775531
Baldwit..s<seeoe de on exes s ad vere 175 40 20.53 | 355 40 02.51 3 .9386187
Bowerston........-0.2-2+ eee ee eres 258 40 32.66 78 44 13.95 " 3.9146861

TIppeCanoe: vic. scenes inva auuees ot 352 09 53.49 | 172 10 40.33 4 0986574

 

WAINWRIGHT, TUSCARAWAS COUNTY.

In a field owned by the Wainwright Coal Company, and about 114
miles west of the mine and postoffice of same name.

Station mark: A sandstone post 36 by 6 by 6 inches set 34 inches
in the ground, in the center of top of which is countersunk and cemented
a bronze triangulation tablet, ‘‘Ohio.’’

[Latitude 40° 25’ 03.52”. Longitude 81° 27’ 01.78”.]

 

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
mo Ou a a ae a Meters.
Stone Creek ss. cicada ve veneeni nes 64 08 46.51 | 244 04 51.38 3.9781630
“WIESEM eaceies nse f fice: is. tycahted. bead aE pases 76 42 24.37 | 256 36 36.39 4.1142974
Bald Wil eanc aie Cn ae oes on. oe raed es 254 54 15.71 75 00 27.85 4.1462651
Uhrichs¢ille’.scaxsisevesneveseeves 289 26 19.17 | 109 32 49.03 4.1775531
Gilmore: 0.0 caine Palen uled es 356 58 08.37 | 176 58 27.78 4.1267768

 

 

 

WASEN, TUSCARAWAS COUNTY.

About 21% miles nearly west from the village of Stone Creek on high
knob in field 400 feet southeast from Mr. Wasen’s residence.
TOPOGRAPHIC SURVEY. 163

Station mark: A sandstone post 36 by 6 by 6 inches set 36 inches
in the ground, in center of top of which is countersunk and cemented a
bronze triangulation tablet, ‘‘Ohio.’’

[Latitude 40° 23’ 26.19”. Longitude 81° 35’ 58.61”.]

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
Doct m ey te " Meters.
Widder vaistcn inde ee Pay ay ee ee eee ek 4 22 43.79 | 184 22 07.82 4.2359074
Wainwright............ Seta 256 36 36.39 | 76 42 24.37 4.1142974
Stone Creek .................-.00. 285 37 30.42 | 105 39 23.20 ” 3.6297872
Port Washington.................. 818 12 55.00 | 138 16 26.00 4.0618400
Boothe 2gniexegeamenpeeitew wetlaes 846 53 04.26 | 166 55 12.11 4.2784021

 

LAWLER, VINTON COUNTY, NEAR JACKSON COUNTY LINE.

A secondary station on a flat, partly timbered ridge 8 miles by road
east-southeast of Wellston postoffice, land owned by Frank Lawler, but
rented by Jim Kennison.

Station mark: South chimney on two-story house with red tin roof.

(Latitude 39° 05’ 15.32”. Longitude 82° 25’ 45.35”.]

 

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
oF 4 en a Meters.
CDR VISt imi iy saute aren eRe ane he 20 28 23.27 | 200 26 28.47 4 .0984524
Léonard... 6. .c¢isaessaaeieawases 295 28 23.01 | 115 35 43.20 4.2699658
Graal. . asc aod Mica eindob we hanes 323 15 25.71 | 143 22 07.04 4.4097687

 

 

 

ZALESKI, VINTON COUNTY.

A knob locally well known as the Pinnacle, 114 miles south of Zaleski
railroad station. Nearly all timber was cut down and one chestnut
tree left for signal. An extended view, can be had in all directions,
excepting nocth 30° east to north 55° east. which is limited by a flat
timbered ridge 2 miles distant.

Station mark: A marble post 30 by 6 by 6 inches set 20 inches in
the ground, top marked.

Uys

C&GIsS
164 PROGRESS REPORT

Reference mark: The chestnut signal tree; azimuth from station
mark, 237° 08’; distance, 32.8 feet.

(Latitude 39° 15’ 18.96”. Longitude 82° 24’ 03.47”.]

 

 

 

To station— | . Azimuth. | Back azimuth. Log. distance. ~

oo ee “ Vy VE ” Meters.
Bartonciat ieee naa ees 158 09 14.12 | 338 05 36.66 43433070
McDaniel.........06.0 0000 eee ee ees 205 26 11.15 | 25 29 15.51 42098137
Townsend (2)........0.000e ce cues 261 26 53.85 | 81 38 31.23 4 4264864
McKnight .......000...0000002 000s 296 27 23.36 | 116 35 30.29 43229316
Leaman Ga viae Siiinieetnandee 331 39 56.21 | 151 46 12.85 44807510

 

DOVENBECKER, WASHINGTON COUNTY.

Situated about 5 miles southwest of Macksburg in pasture field on
a high, cleared hill. Land owned by William Dovenbecker.

Station mark: A sandstone post 48 by 6 by 6 inches, set 48 inches
in the ground, in the center of top of which is cemented a bronze triangn-
lation tablet, ‘‘Ohio.’’

[Latitude 39° 34’ 07.79”. Longitude 81° 28’ 05.23”.]

 

 

 

 

 

 

To station— Azimuth. Back azimuth. | Log. distance.
Pt “ hana ” Meters.
COREY ok ia ea see REAR GIRLS RH 158 44 36.15 | 338 41 35.73 4.2675872
Mulldlais eects vast oe veg en dlnceyae eae 193 27 26.49 13 29 38.34 43249454
Coffey. 4s cecus wee sSe tek e bse 201 32 41.16 21 34 03.438 3 .9232258
TWIST: capac eee eA topbiann, ey etreeits 260 32 30.54 80 39 58.60 42307093
MoOreyaidc Sami eaas tee aes eee mes 306 00 36.00 | 126 08 37.09 43492957

 

 

LAWS, WASHINGTON COUNTY.

Situated on a high, cleared, flat-topped hill in Liberty township,
about three-quarters of a mile south of the village of Lebanon. Land
owned by Mr. Laws.

Station mark: A dead oak tree.

Reference mark: A stone post 40 by 6 by 6 inches set 36 inches in
the ground, in the center of top of which is cemented a bronze trian-
TOPOGRAPHIC SURVEY. i 165

gulation tablet, ‘‘Ohio.’’ Distance to center of tree, 1.4 feet; true azi-
muth, 170° 43’.

[Latitude 39° 35’ 37.83”. Longitude 81° 16’ 21.98”.]

 

 

 

 

To station— Azimuth. Back azimuth. | Log. distance.
oot a“ a & Meters.
Pinkerton .............. cece eee 50 51 42.70 | 230 41 51.34 44572810
Dovenbecker.............0.00e00ee 80 39 58.60 | 260 32 30.54 4 .2307093
Colley wsdl cue een os Be ee es 110 10 06.45 | 290 04 00.35 4.1639102
Palais 2s tie seeds ce tease nee nes 146 22 57.69 | 326 17 40.64 4.3294759
Moore PMN OES Syahid LANG bmuaNe cents 855 27 25.12 | 175 27 58.83 4 .2038199

 

GLASS, WASHINGTON COUNTY.

On north end of ridge, 0.5 mile east of Glass postoffice and 100 feet
south of road.

Station mark: A sandstone post 36 by 8 by 8 inches set 36 inches
in the ground, with cross cut in center of top.

Reference mark: Chimney on a small frame house owned by John
Newel, 14 feet south of station mark.

[Latitude 39° 33’ 09.09”. Longitude 81° 07’ 27.10”.]

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
ot " 23 14 if Meters.
MOP: co.cc owas ee deed guided Sess 45 26 59.54 | 225 21 53.00 . 4.2086840
A WSisyedaonh ce Me kdwknga Maeeasanes 109 48 40.00 | 289 42 59.25 4.1324413
Dillons ciated fetes betea pewes aes § 152 19 54.03 | 332 17 56.67 3 .9758125
Tank sacs aero sane cue hes hikes wes 183 47 44.00 83 48 12.00 4.1938000
High Knob .............. Badia 237 39 23.00 | 57 43 14.00 4.0093000

 

 

MOORE, WASHINGTON COUNTY.

Situated 4 miles north of Newport, Ohio, on a high cleared knob
owned by Mr. Moore and known locally as Moore’s Hill.

Station mark: A sandstone post 48 by 8 by 8 inches set 48 inches
in the ground, and in the center of top of which is cemented a bronze
triangulation tablet, ‘‘Ohio.’’
166

[Latitude 39° 27’ 00.99”.

PROGRESS REPORT

Longitude 81° 15’ 29.00”.]

 

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.
ae ” Ort a Meters.
PIN BCE ese d neces waeraca mee 24 47 56.51 | 204 48 50.23 43462483
Detlens y's se Maru sie er Sudeweacde 64 45 45.97 | 244 33 51.52 4 .4743073
Pinkerton oi4de dated danscieecd acne des 84 46 38.67 | 264 36 14.56 4 .3728093
Dovenbecker Lachue palela epee es naa e a 126 08 37.09 | 306 00 36.00 43492957
MSA WA ci siguec eas aires etiea Hinata atm aA ane 175 27 58.83 | 355 27 25.12 4.2038199
Owlshead: esi cso2sceeereusdaasacen 272 39 24.48 92 50 53.05 4.4140545
MoColloughi. sii. ocak ecadiu ain ne 308 27 51.47 | 128 34 48.44 4 3030833
Gritith, 2 scoenieiw ahi ie Sa ees 354 57 28.03 | 174 57 55.01 4.0637096

 

 

 

 

NOLAN, WASHINGTON COUNTY.

Situated in Durham township, about 2 miles west of Veto postoffice
and 4 miles southwest of Vincent railroad station. Summit of hill occu-
pied by house surrounded by shade and fruit trees. Land owned by
R. E. Sutton.

Station mark: A stone post 40 by 6 by 6 inches set 36 inches in the
ground, in the center of top of which is cemented a bronze triangulation
tablet, ‘‘Ohio.”’

Reference mark: Chimney on north end of house; distance from
station mark, 34 feet; true azimuth from station mark, 142° 29’ 20”.

[Latitude 39° 20’ 38.11”. Longitude 81° 42’ 39.55”.]

 

 

 

 

 

To station— Azimuth. Back azimuth. | Log. distance.
eas " Oe UE ” Meters.
Tey ONS a.4-ela wae Gas eRe ea ta 36 33 16.71 | 216 30 09.55 4.0753794
Bondy song, pore eee eee a 46 14 13.62 | 226 08 49.91 4 2298152
Southland .2:0v<9 seta Goona Gees 109 14 36.48 | 289 09 05.68 4.1212888
GOW cc aie Oe ads Si eoe WE eIGG, Bees 314 58 46.74 | 1385 04 44.31 4 .2822068
Witalisiveverats Stn tamad tameechn 350 54 54.61 | 170 56 08.43 4 2486674

 

PINKERTON, WASHINGTON COUNTY.

Situated about 4 miles northwest of Marietta and 2 miles south of
Churchtown on Pinkerton farm, 600 feet west of Pinkerton residence.
TOPOGRAPHIC SURVEY.

167

Station mark: A sandstone post 48 by 8 by & inches set 48 inches
in the ground, and in the center of top of which is cemented a bronze

triangulation tablet, ‘‘Ohio.’’

[Latitude 39° 25’ 50.23”.

Longitude 81° 31’ 51.42”.]

 

 

 

 

To station— Azimuth. Back azimuth. |’ Log. distance.
Soy vi Oh ee a Meters.
GOEt x tee ees be eid Seale va Alem wmet Ss 4 55 52.16 | 184 54 59.34 4.3666186
NeHeNnS : Vewghc nig nue gales oes LAOS 17 59 25.94 | 197 57 54.99 4.0458915
Noite wing acwanae deen eae tanec ss 58 13 59.25 | 238 07 08.00 4.0836942
Dovenbecker Seman aide mapa den ie ea 199 23 14.85 | 19 25 38.76 4.21137385
Laws vs cgay e4 eee verse ne eeeeens 230 41 51.34 | 50 51 42.70 4.4572810
MOORES: Skis sine Parl andaal skins c 264 36 14.56 | 84 46 38.67 4.3728093
GEG Hee pais pA as Ha eee 290 46 50.36 | 110 57 40.75 4.4191325
PINNACle® 5 ssw ae Pukey Hee eee EES 321 34 57.99 | 141741 14.67 4.3601976

 

 

 

 

 

SEFFENS, WASHINGTON COUNTY.

Situated on the summit of a cleared hill in Dunham township about
1 mile west of Constitution railroad station. Land owned by William

Seffens.

Station mark: A stone post 30 by 8 by 8 inches set 30 inches in the
ground, in the center of top of which is cemented a bronze triangulation

tablet, ‘‘Ohio.”’

Reference mark: The southern one of three trees which occupy the
extreme summit of hill; distance from station mark, 3.1 feet; true azi-
muth from station mark, 46° 22’.

[Latitude 39° 20’ 07.43”.

Longitude 81° 34’ 14.77”.]

 

 

 

 

To station— Azimuth. Back azimuth. Log. distance.

Ot eM ame a, Meters.
IN OMAN. sick Space tits wend Dore ee sgt 94 31 08.23 “ova 25 48.26 4 0836942
PIN KGhtOW ss nce s ers oy BRI AAAS wae 197 57£54.99 17 59 25.94 4 .0458915
Moore oly a Baieidae pM R Gee a REE 244 33 51.52 64 45 45.97 4.4743073
Pinhaelé ssc 4oxsace ses ee ges eee eas 292 39 17.80 | 112 47 04.89 4 .2822967
GOfh tc con ah Ooh ek es SESS ears 353 29 10.61 | 173 29 48.59 4.1032735

 

 

 

 
APPENDIX E

LIST OF GEOGRAPHIC POSITIONS FROM PRIMARY
TRAVERSE.
170 PROGRESS REPORT

.

PRIMARY TRAVERSE, 1899.

The following geographic positions were determined by Mr. George
T. Hawkins during the field season of 1899 from primary traverse be-
ginning at St. Mary’s Church in Toledo, the latitude and longitude of
the church spire having been determined by the United States Lake Sur-
vey. Lines were extended from this position to control the Toledo, Oak
Harbor, and Maumee Bay quadrangles.

Lines follow Lake Shore and Michigan Southern Railway from
Toledo to State line northwest of Sylvania, and from Toledo to State line
northeast of Alexis; Toledo, St. Louis and Kansas City Railroad from
Toledo to Waterville; Hocking Valley Railway from Toledo to Lemoyne;
Lake Shore and Michigan Southern Railway from Toledo to eastern edge
of Oak Harbor quadrangle.

Geographic positions in Ohio.

 

 

 

 

 

Station. Latitude. Longitude.
° , ” ° t au"
St. Mary’s church spire .......0 00000 ececeeeees ..| 41 39 33.02 | 88 32 03.71
Park, Lake Survey station............... 00500005, 41 39 57.95 | 83 30 37.24
Summit avenue and Wheeling and Lake Erie Rail-

TORO CROBSIND ac fis hV Gis pccniea sald Son Skane vibiare auntsee 41 40 41.8 | 83 £9 49.8
Michigan and Ash streéts, corner Of................ 41 40 04.8 83 31 00.2
Tronville station, crossing at ...............000005. 41 40 19.0 83 29 05.3
Booth station, crossing east Of .............-. 0006. 41 38 16.9 83 24 50.8
Curtice, crossing 1,000 feet east Of ................. 41 37 04.7 83 22 07.0
Trowbridge, crossing 150 feet east of .............. 41 34 46.8 83 16 51.3
Trowbridge, 414 miles southeast of; crossing 900 feet

west Of head DOE s0s205 nein eared ee kee vain Ohm 41 33 00.3 83 12 46.8
Oak Harbor station, crossing 700 feet east of...... 41 31 11.8 83 08 44.4
Lacarne, crossing 234 miles east of............. ---| 41 31 09.0 82 59 36.2
Lacarne, crossing 1,000 feet east of station.......... 41 31 09.9 83 02 22.
Bancroft street, Michigan Central Railroad crossing] 41 39 48.9 83 34 22.4
Bancroft street, Lake Shore Railway crossing...... 41 39 48.7 83 34 38.2
Ottawa Park, forks of road at southwest corner of..| 41 39 47.2 83 36 28.8
Central avenue, crossing at...............0.00000. 41 40 36.0 83 40 17.5
Sylvania, crossing 400 feet west of................. 41 42 30.8 83 42 06.6
State line, crossing’ Of: v0 ..s 22.988. ea va eee yee x 41 43 30.8 83 42 34.7
State line, crossing one mile north of.............. 41 44 21.2 83 43 27.0
West Poledo Station: <.d0c5 gee sck dat ciwie aed Wied aod 41 41 25.7 83 33 24.5

 

 

 
TOPOGRAPHIC SURVEY. 171

Geographic positions in Ohio—Continued.

 

 

 

Station. Latitude. Longitude.
|
° , ” ° , ”

Lake Shore Railway, crossing of pike............... 41 41 59.9 83 32 55.0
State line and Lake Shore Railway crossing ......... 41 43 52.3 83 31 18.2
Schoolhouse, crossing at .......-....0 ccc cc ee ee eee 41 44 23.6 83 30 51.2
Michigan Central and Toledo, St. Louis and Kansas

City railroads crossing ....... MOS Aa ka 41 37 34.4 83 34 24.4
Crossing 2 miles southwest of last ................. 41 36 16.7 83 35 52.6
Maumee, crossing 320 feet northeast of station ...... 41 33 56.5 83 39 20.3
Waterville, crossing 214 miles north of ............. 41 32 11.3 83 42 36.2
Waterville station, first crossing south of............ 41 30 01.3 83 43 30.9
Fassett street, crossing at ........ 0.0. c cece eee eee 41 37 43.8 83 31 41.3
Walbridge, first crossing south of ................5. 41 34 36.4 83 29 38.2
Lemoyne, crossing 2 miles north of................. 41 31 19.5 83 28 50.8
Lemoyne, crossing of pike at .............0.000000 41 29 45.2 83 28 27.0
Toledo, St. Louis and Kansas City and Wabash rail- :

roads, crossing Of ....... 0.0.0.0... ccc eee eee 41 37 18:0 83 34 48.2
Crossing 2 miles southwest of Michigan Central Rail-

TOACICTOBSING. 6. ise cars yn ee Ge adheres See Faye ERS 41 36 44.3 83 35 37.2
Michigan Central and Lake Shore railroads crossing ..| 41 38 20.9 83 34 25.6
Long Bridge, at east end of truss ...............04 41 37 53.2 83 32 21.6

 

 

 

PRIMARY TRAVERSE, 1900.

One hundred and ten geographic positions in northeastern Ohio
were determined by primary traverse during October, November and -
December, 1900, by Mr. E. L. McNair, and based upon three stations of
the United States Lake Survey—Claridon, Warrensville, and Grafton.

Circuits were completed as follows: JI. Southward from Warrens-
ville triangulation station to Hudson; thence to Ravenna; thence by high-
ways northward to Claridon triangulation station. IJ. Southward from
Hudson, located by first traverse, to Arkon; westward to Sterling; thence
northward to Grafton triangulation station. III. Westward from Ster-
ling to the eighty-second meridian; thence southward to Wooster, east-
ward to Canton; thence northward, closing on Akron. <A spur line was
run from Wooster southwestward 4 miles to Millbrook. IV. Southward
from Ravenna to Bayard; thence westward to Canton. V. Eastward
from Bayard to Kensington triangulation station which was located
through a series of triangles 270 miles in axial length, based upon Mary-
land Heights, Sugar Loaf stations, and on United States standard datum
of the Coast and Geodetic Survey.

The position of Kensington triangulation station, as computed
through the traverse from the Lake Survey stations compared with that
computed through the triangulation upon the United States standard
datum, shows a discrepancy of 23 feet in latitude and 15 feet in longi-
172 PROGRESS REPORT

tude, the latter giving a location north and west of the former. As this
is a connection between two entirely different systems of triangulation
the discrepancy is very small and is partly attributable to station error
and partly to errors in the traverse lines and triangulation. This error,
was distributed in the traverse line between Bayard and Kensington. ©

Geographic positions between Warrensville triangulation station, United States Lake
Survey, and Bedford, via highways.

 

 

 

Station. Latitude. Longitude.
: o ofr ° o ”
Warrensville triangulation station................+. 41 28 39.24 | 81 30 12.88
Randall station, Erie Railway, about one-fourth mile
west of, road crossing near post-office............. 41 25 42.6 81 32 12.0
Bedford station, Cleveland and Pittsburg Railway ...| 41 23 24.1 81 32 09.8

 

 

 

Geographic positions along Cleveland and Pittsburg Railway, between

Bedford and

 

 

 

Kensington.
Station. Latitude. Longitude.
° , a ° t ”

Macédonis Statin a. scc-c2 astcoaee toned eian ses os 41 18 48.3 81 30 37.3
Hudson, Western Reserve Academy Observatory ....| 41 15 37.6 81 26 14.9
Portage and Summit county line .................. 41 12 45.3 81 23 33.2
Earlville station 202. dvcss dese sued and ay eevee nae ee 41 11 21.0 81 20 42.8
Erie Railway crossing ............ 0600s cece eee eee 41 10 18.4 81 18 40.7
Ravenna, Main street crossing .................0.. 41 09 28.0 81 14 52.5
Ravenna, Pittsburg and Western Railway crossing...| 41 08 56.4 81 14 44.6
Rootstown station, road crossing 150 feet north of....| 41 06 18.4 81 12 52.7
Road crossing 15 feet south of milepost 45 .......... 41 04 38.2 81 11 40.5
Road crossing 655 feet north of milepost 48 ......... 41 02 21.2 81 10 20.6
Atwater station, road crossing 295 feet south of...... 41 O1 25.4 81 09 50.8
Portage and Stark counties, road crossing on county

WMG cto data dee es See ewans Roam aay ae 40 59 17.4 81 08 41.2
Road crossing 1,695 feet south of milepost 55 ....... 40 56 27.5 81 06 57.0
Alliance, Alliance and Northern Railway crossing....| 40 55 33.0 81 06 04.4
Alliance, Pittsburg, Fort Wayne and Chicago crossing] 40 55 18.6 81 05 45.0
AMMSH Ce StAHON 4a.5 ates Sans Ree a Se ete REISS 40 55 17.1 81 05 43.2
Stark and Mahoning counties, road crossing on county

Viti: Series yeriech aoe cent Atel 4 Sow ed 4 Bes OH WANA HORE Rca 40 54 44.1 81 05 13.8
Road crossing 1,070 feet north of milepost 61........ 40 52 20.4 81 04 08.3
Homeworth station, road crossing 55 feet south of....) 40 50 14.8 81 04 04.4
Moultrie station, road crossing 255 feet south of...... 40 47 47.8 81 04 14.3.
Bayard station 20. 02206 devas dw ues dats eRe eee es 40 45 02.7 81 03 58.4
East Rochester station, road crossing 700 feet east of] 40 44 41.8 81 02 06.3
Hanover-West township line ..................000. 40 44 00.5 80 58 32.2
Kensington station, road crossing 150 feet west of....| 40 44 05.3 80 57 23.3
Kensington triangulation station................... 40 43 20.6 80 56 40.5

 

 

 
TOPOGRAPHIC SURVEY. 173

Geographic positions along Cleveland, Akron and Columbus Railway, Hudson to

 

 

 

: Akron.
Station. Latitude. Longitude.
° t “u ° , ”
Flag station, road crossing at 1,770 feet south of mile-| !

POSE Sevag nee ersee eee he MEN a eatin aan. oe 41 11 52.4 81 27 53.8
Road crossing 1,370 feet north of milepost 6......... 41 09 50.3 81 28 10.8
Cuyahoga Falls station ...................0 0020 ane 41 08 06.9 81 28 52.0
Road crossing 1,925 feet south of milepost 10........ 41 06 08.1 81 29 23.0
Cleveland Terminal and Valley Railway crossing,

Stone aTClijus Re. Gi nslance kaa Seu wae wes eed Sums 41 05 05.5 81 29 24.3
Akron, Union Station ..........0... 00.0: e eee en eens 41 04 58.7 81 30 34.8
Akron, court house grounds, south meridian mark....| 41 04 44.3 81 31 05.0
Akron, court house grounds, north meridian mark....| 41 04 47.8 81 31 05.0

 

 

 

Geographic positions along Erie Railway, Akron to Burbank.

 

 

Station. Latitude. Longitude.

 

Akron, Erie station, 27 miles west of, old canal

CTOSSING cian ta ea Ses MEW tae ey ee ROR Tee lew eho ee 41 02 46.1 81 32 35.7
Road crossing (Baltimore & Ohio Railway) 2,200

feet southwest of milepost 18................4.. 41 01 56.4 81 34 52.1
Barberton station........-.. 00.00 eee cence eee eee 41 01 13.2 81 36 36.5
Sherman station ..cc.ccccccsaa ced enceawenns vanes 41 00 50.4 81 40 05.0
Wadsworth station.............0.00- 0c eee e eee ee 41 01 02.7 81 43 46.6
Road crossing one-half mile west of milepost 217..... 40 59 46.5 81 44 55.5
Rittman Station... cseae verde vsasevewnevreaer sa 40 58 06.4 81 46 55.2
Sterling, Cleveland, Lorain and Wheeling crossing....| 40 58 10.9 81 50 52.7
GreStOn: SUatIOM: cee Knees aon e Sop eco hardue eae ae 40 58 56.6 81 53 33.2
Road crossing 370 feet east of water tank .......... 40 59 22.8 81 57 30.2
Burbank station: sas. aa cog di cad as aa rine sels core eae 40 59 24.2 81 59 50.1

Baltimore and Ohio crossing (Lodi and Wooster
branch) sc cccaiccs ua erent eREcate nse eee RSE 40 59 19.4 82 01 33.7

 

 

 
174 PROGRESS REPORT

Geographic positions along Cleveland, Lorain and Wheeling Railway, from Sterling to
Grafton triangulation station (United States Lake Survey).

 

 

 

 

 

 

 

 

 

 

 

Station. Latitude. Longitude.
° t a“ ° , ”
Sterling, Erie Railway crossing ................000. 40 58 10.9 81 50 52.7
Seville station ............. Es eeteidecoine MCA RIeeew 41 00 30.5 81 51 50.5
Road crossing 2,340 feet south of milepost 39........ 41 02 39.8 81 53 04.0
Flag station 400 feet south of milepost 37........... 41 04 37.6 81 53 39.8
Road crossing 250 feet north of milepost 34 ......... 41 07 16.1 81 53 03.3
Me dita: Stations: isai'sca dures den toga ewsaeees auues 41 08 18.8 81 52 24.3
Road crossing 2,150 feet south of milepost 29........| 41 01 01.9 81 55 13.2
Lester Station 334 gis ivk cade a ucts baueualon awd ah ealeaa 41 10 48.2 81 56 31.5
HrhartiStation: < oi acvhasnesweweean dele cd daw baeeis ea 41 11 55.2 81 58 21.1
Grafton triangulation station (United States Lake
BUPVEY). a.banAtuaw Gacees sa-bBa tes Ulin oa ederoaiees 41 12 44.21 | 81 59 37.85
Geographic positions along Lodi and Wooster Branch of Baltimore and Ohio rail-
road, from Erie crossing to Wooster.
Station. Latitude. Longitude.
° , ” , ”

Pirie CrOSSIN Roa laierns es Bedud pases ace ahhh due Banu xie ae 40 59 19.4 82 O1 33.7
Road crossing at flag station ..............0.e0 eee 40 57 08.3 82 01 27.7
Armstrong flag station.......00.. 0.0.0 cece cence 40 54 42.0 82 00 34.0
Overton flag station. ...... 06.0... ccc eee eee eee ee 40 51 51.0 82 00 32.3
Road crossing 600 feet south of water tank.......... 40 48 38.1 81 58 51.0
Wooster fair grounds, south meridian mark ......... 40 47 50.3 81 57 03.5
Wooster fair grounds, north meridian mark ......... 40 47 55.6 81 57 03.5
Wooster station, Baltimore & Ohio Railroad ........ 40 47 43.6 81 56 55.1

 

Geographic positions along Pittsburg, Fort Wayne and Chicago Railway, from

Millbrook to Orrville.

 

 

 

 

 

Station. Latitude. Longitude.
° , a” ° , ”
Bridge 121, northwest corner of, copper bolt in bridge
ABDUCTED GC site cee o dgaataiarsibon tae Searles Gav taal eck dead 40 43 59.9 81 58 24.6
Road crossing 100 feet east of bridge 121 ........... 40 44 00.7 81 58 23.8
Overhead road crossing ........ cece cess ee eee ene 40 44 51.8 81 57 41.4
Baltimore and Ohio overhead crossing ............. 40 46 32.6 81 56 47.7
Wooster’ station «os. sssceaeyss es os de eae wee ties 40 47 57.0 81 55 54.8
Stone arch culvert, 1,040 feet north of milepost 132..] 40 49 09.8 81 53 19.6
Smithville station........ 0.6... cece cee eee eee 40 50 25.5 81 51 40.9
Road crossing about one-third mile east of water tank} 40 49 46.0 81 48 35.0
Orrville, Pittsburg, Fort Wayne and Chicago and
Cleveland, Akron and Columbus Railway........ 40 50 22.1 81 46 05.8

 

 

 
TOPOGRAPHIC SURVEY.

175

Geographic positions along Wheeling and Lake Erie Railway, between Orrville and

Massillon.

 

 

 

Station. Latitude, Longitude.
° t a” ° , a”

Burton City station .......... 2 cece eee eee eee 40 50 36.5 81 42 12.1
Dalton statiOnsss.25 os cog en eek pavenvedesveng canes 40 48 02.0 81 41 15.2
Pocock mine jumction.............00 0.0. cee eae 40 48 20.7 81 38 43.9
Sippo station, road crossing 325 feet west of......... 40 48 56.4 81 36 05.9
Sherwood flag station, road crossing at ............. 40 48 19.8 81 33 17.9
Massillon, crossing of Wheeling and Lake Erie and

Cleveland, Lorain and Wheeling Rwys............ 40 47 43.5 81 31 47.3

 

 

 

Geographic positions along Pittsburg, Fort Wayne and Chicago Railway between Mas-

sillon and Canton.

2

 

 

 

 

Station. Latitude. Longitude.
o r a” ° , ao
Massillon, East street crossing .................05. 40 47 32.4 81 31 01.2
Road crossing 2,150 feet east of milepost 107 ....... 40 47 11.6 81 27 57.6
Road crossing 700 feet west of milepost 104 ........ 40 46 54.1 81 25 11.8
Canton, Pittsburg, Fort Wayne and Chicago Rwy.
and Cleveland Terminal and Valley Rwy. crossing | 40 47 24.2 81 23 02.1

 

 

Geographic positions along the Cleveland Terminal and Valley Railway, between Canton

 

 

 

 

 

and Akron.

Station. Latitude. Longitude.

° t a” O° t uw”
CantOm StatiOl. nce ee.gds 26. Golds patie tps ds pal ee eae 40 48 01.5 81 23 16.1
Road crossing 1,525 feet south of milepost 54 ....... 40 51 16.8 81 24 49.2
New Berlin station, road crossing 65 feet north of....| 40 52 54.0 81 25 32.3
Greentown station, road crossing 245 feet north of ...| 40 55 42.5 81 25 10.8
Myersville station, road crossing 215 feet north of....) 40 58 34.0 81 25 36.7
Road crossing 280 feet north of milepost 44 ........ 40 59 41.9 81 26 44.5
Krumroy station, road crossing 225 feet south of ....| 41 00 55.3 81 28 42.8
Overhead road crossing 425 feet south of milepost 39 | 41 03 07.2 81 28 37.0

 
176 PROGRESS REPORT

Geographic positions along Wheeling and Lake Erie Railway, between Canton and

 

 

 

 

 

Minerva.
Station. Latitude. Longitude.
° t ” ° ' “a
Canton, crossing of Pittsburg, Fort Wayne and Chi-

CABO RW ys ciipltsied stlurs weeex ety es sue eve veo 40 47 43.8 | 81 22 07.3
Road crossing 1,820 feet west of milepost 63 ........ 40 46 26.4 81 19 17.9
Osnaburg station road crossing, 425 feet east of...... 40 47 03.7 81 16 59.6
Road crossing 1,650 feet east of milepost 67 ........ 40 45 58.0 81 14 51.9
Robertsville station, road crossing 90 feet west of ...| 40 45 38.9 8i 11 21.6
Road crossing 180 feet south of milepost 73 ........ 40 44 54.2 81 09 24.0
Road crossing 450 feet south of milepost 75 ........ 40 43 09.5 81 09 11.8
Minerva crossing of Cleveland and Pittsburg Rwy.

(new Philadelphia branch) along Cleveland and

Pittsburg RWY 22. pas de alards ae wa Daemons Haas 40 43 31.5 81 06 26.2
Minerva station, Cleveland and Pittsburg Rwy., road

crossing, about 2,200 feet northeast of ...... aban 40 43 40.3 81 06 09.9

 

 

 

Geographic positions along highway from Ravenna northward to Claridon triangulation
station (United States Lake Survey).

 

 

 

Station. Latitude. Longitude.
° t ” J ° , u”
Shalersville, 214 miles south of, 4 corners ........... ‘| 41 12 07.4 81 14 47.1
Shalersville, intersection of roads at ............... 41 14 19.8 81 13 53.6
Mantua station, Erie Railway crossing near ......... 41 16 52.8 81 13 28.8
Mantua postoffice, road intersection at ............. 41 18 37.3 81 13 19.2
Julia postoffiice, county line between Portage and
Geauga: County” x2 s.cssc0e seeds ease aes eens ene 41 20 50.8 81 13 27.3
Auburn, road intersection at store ................. 41 23 14.0 81 13 00.2
South Newberry post-office, 2,000 feet south of, and 4
mile south of creamery, electric railway crossing ..| 41 25 58.4 81 12 32.9
Burton, 234 miles southeast of, 4 corners ........... 41 26 59.7 81 10 53.4
Burton, street intersection, north side of park ....... 41 28 21.4 81 08 43.9
Burton, about 154 miles north of, corners........... 41 29 49.5 81 08 43.8
Claridon triangulation station (U. 8. Lake Survey) ..| 41 30 39.61 | 81 07 06.27

 

 

 
TOPOGRAPHIC SURVEY. 177

PRIMARY TRAVERSE.

The following geographic positions were determined from primary
traverse in 1900 by Mr. George T. Hawkins, topographer.

Starting from United States Coast and Geodetic Survey astronomic
pier at Mount Lookout, Cincinnati, the line follows the Baltimore and
Ohio Southwestern and Baltimore and Ohio railroads to Columbus, Ohio,
thence along the Hocking Valley Railroad to Toledo, Ohio, where it was
tied to St. Mary’s church spire (United States Lake Survey station) ;
thence back to Columbus, following line of Toledo and Ohio Central Rail-
way, and connected with original line. Meridian lines were established
at Bowling Green, Delaware, Findlay, Kenton, Marysville, Upper San-
dusky, and Washington Court House.

Geographic positions along Baltimore and Ohio Southwestern and Baltimore and Ohio
__ Yailroads from Cincinnati to Columbus. —

Sree range es

 

 

 

 

Station. Latitude. Longitude.
° ‘ ” o c ”

Cincinnati, Mount Lookout astronomic pier ......... 39 08 21.93 | 84 25 21.52
Madisonville station.......... 0.00.00 ee eee este] 89 09 26.0 84 23 49.0
East Madisonville station ............---e eee eee 39 09 35.3 84 23 10.0
Madeiratation jscc00. 0655 oe te bass eases See bee alee 39 11 17.0 84 21 45.9
Allatidaleé Stati... ee cea sae eee ee Ee Bes a 39 11 49.2 84 20 34.4
Remington station ........... 00. beeen eee 39 13 35.8 84 19 26.7
Symmes Statin, sis ca can sod awead anne heh wa ee eens 39 14 50.0 84 17 45.8
Camp Ground station ........ 00... e cece ee eee eee 39 15 18.2 84 16 47.5
Loveland, crossing of Pennsylvania and Baltimore

and Ohio Southwestern railwayS ..........-++.-- 39 16 00.6 84 15 31.9
Hills station, crossing 350 feet west of.............. 89 15 18.7 84 11 17.7
Cozaddale station, crossing 80 feet west of .......... 39 16 15.2 | 84 09 39.9
Pleasant Plain station, crossing 110 feet west of .....| 39 16 47.5 84 06 43.6
Windsor station, crossing 40 feet west of............ 39 17 04.6 84 02 59.5
Blanchester station, crossing 320 feet east of ........ 39 17 31.4 83 59 14.2
Midland station, crossing 310 feet west of .......... 39 18 13.7 83 54 35.4
Midland Station. ais cisnea gonad ea eas See ease Rees 39 18 14.4 83 54 31.5
Cuba station, crossing under railway 300 feet south of | 39 21 41.0 83 51 58.1
Milepost 52, crossing 450 feet north of ............. 39 23 59.4 83 51 17.8
Wilmington, Baltimore and Ohio station at ......... 39 26 36.6 83 49 25.2
Blind siding, crossing 450 feet west of head block at..| 39 27 56.2 83 45 05.3
Melvin station, crossing 200 feet east of............. 39 28 24.8 83 43 01.2
Reesville, crossing at 2.0.0... eee eee eee eens 39 28 57.1 83 40 41.2
Sabina station, crossing 100 feet west of ............ 39 29 33.6 83 38 07.4
Milepost 69, crossing 800 feet west of.......-...---. 39 30 12.2 83 35 19.4
Rattlesnake, crossing over railroad at .............. 39 30 41.8 83 33 09.4

 

 

 

12—T. S.
178 PROGRESS REPORT

*

Geographic positions along Baltimore and Ohio Southwestern and Baltimore and
Ohio railroads from Cincinnati to Columbus—Continued.

 

 

 

 

Station. Latitude. Longitude.
oor ” or ”
Jasper Mills, crossing At vss c+. vay xcs setadere nes 39 31 08.0, | 83 31 14.4

Washington Court-House, south azimuth stone 1,400
feet southward from Baltimore and Ohto station,
near coal chutes 6 feet east of main track, 11 feet
from end of bulkhead leading to elevated tracks. A
limestone post, 36 by 8 by 8 inches, set 33 inches in
the ground, in the center of top of which is cemented
a bronze meridian tablet. Distant mark is a copper
bolt cemented in east abutment of wagon bridge.
Azimuth 218° 12’ 45”. Distance from south stone
TjOO9 feeb ace a gone eengd Lae oa Pye h.a Nplewelera dae & oe 39 32 04.0 83 26 53.7

Washington Court-House, crossing of Baltimore and

Ohio and Cincinnati, Hamilton and Dayton railways} 39 32 13.3 83 26 43.4
Fayette station ........ 0... e cece eee eee reece 39 34 09.9 83 25 13.7
Bloomingburg station, crossing 300 feet east of ...... 39 36 22.7 83 23 17.4
Madison Mills station, crossing 30 feet east of ....... 39 39 13.5 83 20 21.4
Cook station, crossing 200 feet east of .............. 39 40 59.4 83 18 24.3
Mount Sterling station, 300 feet east of Main street

CHORSING ara dnic's cae es Tee ENO Aas wee 39 43 17.6 83 16 03.7
Era, station, crossing 480 feet west of .............. 39 44 23.2 83 14 38.1
Derby station, crossing 350 feet west of............. 39 46 08.4 83 12 20.5
Morgan station, crossing 100 feet west of ........... 39 48 17.8 83 09 19.5
Pleasant Corners station, crossing 100 feet southwest

OR since arash OI dae RS B Sunt ateags oere hunes ascestatr ouaye aaats 39 50 37.5 83 07 41.1
Grove City station, crossing 100 feet southwest of....] 39 52 59.7 83 05 44.3
Urbancrest station, crossing 100 feet northeast of ...| 39 53 53.2 83 05 00.4
Briggsdale station, crossing 50 feet northeast of...... 39 55 36.0 83 03 36.1
United States Geological Survey triangulation sta-

tion, north bases ¢ss.0c 0. sec ee aee se how ees sews es 89 55 57.3 83 03 18.6

Columbus, crossing Baltimore and Ohio Railway and
BrOad Street... es eee eee ence we wees ee-| 39 57 31.9 83 01 54.4

 

 

 

 
TOPOGRAPHIC SURVEY.

Positions along Hocking Valley Railway from Columbus to Toledo.

179

 

 

 

 

 

 

 

Station. Latitude. Longitude.
oO i ” oO , ”
Crossing Hocking Valley Railway and pike road east

aid WESE cdr chide rake Gat ae ae a ceaek rey 39 49 16.8 83 01 37.1
Columbus, Lane avenue station, crossing 150 feet

sOuth Of... ca2ceaek Sodvade reas aoe ca Gen tes awe 3% 40 00 24.3 83 01 55.5
Olentangy station, crossing under railway 550 feet

DOECH, OF ses2.cdiduttianstgevscta false Muth me dae as Wag tae Bok 40 03 48.5 83 02 48.1
Elmwood station, crossing 200 feet south of .........] 40 05 25.2 83 03 09.4
Milepost 113, crossing 850 feet north of ............ 40 07 01.8 83 03 30.7
Powell station, crossing 160 feet south of ........... 40 09 29.6 83 04 42.3
Milepost, 107 crossing 170 feet south of ............ 40 11 44.5 83 05 22.7
Hyatts station, crossing 1,200 feet south of ......... 40 12 58.3 83 05 17.6
Milepost 103, crossing 340 feet south of ............ 40 15 12.6 83 05 08.5
Crossing telephone line ....................0020005 40 17 18.3 83 04 59.8
Delaware, south azimuth stone, 30 feet southeast of

“Big Four’ and Hocking Valley railways. A lime-

stone post, 28 by 6 by 6 inches, set 28 inches in the

ground, in the center of top of which is cemented a

bronze meridian tablet. Azimuth 185°10’........ 40 17 34.5 83 04 58.4
Delaware, north azimuth stone, 105 feet north of cen-

ter of street and 72 feet east of railroad. <A lime-

stone post, 36 by 6 by 6 inches, set 30 inches in the

ground; in center of top is cemented a copper bolt.

Azimuth 52 10" occ .2n22 secure ce vaaawes yewiaa es 40 17 47.0 83 04 56.9
Delaware station, crossing 50 feet north of ... .. .| 40 17 58.7 83'04 57.4
Siding, crossing 150 feet south of south end of ...... 40 20 00.3 83 06 03.3 |
Milepost 95, crossing 200 feet north of ............. 40 21 51.6 83 07 15.9
Radnor station, crossing 160 feet north of........... 40 23 09.6 83 08 06.0
Mileposts 90 and 91, crossing halfway between ...... 40 25 22.7 83 09 39.1
Prospect station, crossing at ................000 00, 40 27 06.1 83 10 45.7
Crossing, four corners ...... 00... 40 29 28.0 83 09 59.3
Owen station, crossing 600 feet north of ............ 40 31 13.2 83 09 28.6.
Mileposts 79 and 80, crossing halfway between ...... 40 34 31.3 83 08 30.8
Marion station, 140 feet south of Main street crossing | 40 35 19.2 83 08 28.0
Marion, south azimuth stone, 225 feet north of “‘ Big

Four” crossing and 45 feet north of tool house, be-

tween Y tracks and main line of Hocking Valley

Railway. A limestone post, 4o by 7 by 6 inches, set

40 inches in the ground, in the center of top of which

ts cemented a bronze meridian tablet. Distant

mark is spire of Catholic Church. Azimuth of

SOMES 259° TP 20 on weg d omiona cwusadie aca wh 40 35 25.0 83 08 30.1
Crossing under railroad .................00.0..000. 40 38 01.5 83 10 25.1
Morral station, crossing 160 feet north of ........... 40 41 12.4 83 12 45.6
T.38., R. 14 E., 14 corner between secs. 33 and 34..| 40 44 17.6 83 14 44.8

 
180 PROGRESS REPORT

Positions along Hocking Valley Railway from Columbus to Toledo—Continued.

 

 

Station.

Latitude.

Longitude.

 

Flarpster Station: 2 s.cisace sca cceanece derma ba a hauelns date bos Stee
Milepost 63, crossing 1, 180 feet north of.:..........
Upper Sandusky, south azimuth stone, 9 feet east of
railway and 1,395 feet distant from north stone. A
limestone post, 30 by 5 by 5 inches, set 30 inches in
the ground, in the center of top of which ts cemented
a bronze meridian tablet. Azimuth 180° 18’ 30”..
Upper Sandusky, north azimuth stone, 55 fect south
and 150 feet east of crossing of Pittsburg, Fort
Wayne and Chicago Railway and Hocking Valley
Railway, 11 feet cast of Hocking Valley Railway.
A limestone post 38 by 6 by 6 inches, set 34 inches
in the ground, im center of top is cemented a cop-
Per OO caves has 4 og eee Se SAG SORE EES re wes
Upper Sandusky station .....................0000.
T.25S., R. 14.E., west corner of secs. 19 and 30 .....
Crossing at flag station ........ 0... cece eee eee eee ee
Crawford station, crossing at ..............0..00005
Carey station, crossing south of...............0000.
Carey, south azimuth stone. A copper bolt sunk and
cemented in south abutment of bridge north of sta-
tion, on second stone and 4 feet east of east rail.
Azimuth 151° 40’ 20” to north mark ..............
Carey, north azimuth stone, 339 feet north of “ Big
Four” crossing, 8 feet southeast of Northern Ohio
crossing and 31% feet east of east rail on Hocking
Valley Railway. A marble post 24 by 8 by 8 inches,
Set 24 inches in the ground, in center of top is ce-
mented a copper DOlt. 0. cece cece eee nees
14 corner north of sec. 5 on base line, range 13 E ....
Milepost 45, crossing 900 feet north of .............
Alvada station, crossing 100 feet north of ...........
Siding, crossing 190 feet south of south end of ......
Crossing of telephone line .........................

Fostoria, south azimuth stone, 7 feet east of east rail
on Hocking Valley Railway, in arch culvert east of
Fostoria Bulb and Bottle Co.’s works. A bronze
meridian tablet cemented in culvert. Azimuth
TSE S O25 nine nce auc en a @intals weno patentee

Fostoria, north azimuth stone 500 feet south of Balti-
more and Ohio and Hocking Valley crossing, and 7
feet east of east rail of Hocking Valley Railway.
A sandstone post 36 by 8 by 8 inches. set 34 inches
in the ground, in the center of top is cemented a
COP PEN DOLE Ns isi -crtea tate 5 Seearaaaustacesa au tuk Ace aN

 

°

,

a”

40 44 20.4
40 47 19.8

40

40
40
40
40
40
40

40

40
40
41
41
41
41

4l

4

49

49
49
50
53
55
57

57

57

59°

01
03
05
07

08

09

28
30.
49.
26.
05.
04.

22
31.
43
00
38
23

38.

Ol.

NRNUOD

Naweine

 

°

83
83

83

83
83
83
83
83
83

83

83
83
83
83
83
83

83

83

15
17

17
17
18
19
21
22

22
23
24
24
24
24

24

a)
Noe
me to

31.4

32.6

24.6

24.8

 
TOPOGRAPHIC SURVEY.

181

Positions along Hocking Valley Railway from Columbus to Toledo—Concluded.

 

 

 

Station. Latitude. Longitude.
° ’ ” ° ‘ ”
Fostoria, Hocking Valley Railway, and Toledo and

Ohio Central Railway, and street-car crossing .....| 41 09 13.0 83 24 25.6
Fostoria station, Hocking Valley Railway........... 41 09 40.7 83 24 37.1
Milepost 33, crossing 1,300 feet north of ............ 41 12 11.9 83 25 02.2
Longley station, crossing 320 feet north of .......... 41 13 20.6 83 25 14.3
T.3.N., Rs. 12 and 13 E,, cor. sec. 7, 18,13, 12...... 41 13 29.6 | 83 25 13.7
Risingsun station, crossing 130 teet south of......... 41 16 06.8 83 25 43.4
T.4N., R. 12 E., corner secs. 11, 12, 18, 14......... 41 18 48.5 83 26 14.6
Bradner station, crossing 150 feet north of .......... 41 19 22.6 83 26 17.8
Milepost 21, crossing 840 feet south of ............. 41 22 12.1 83 26 47.5
Pemberville station, crossing 80 feet north of ....... 41 24 28.6 83 27 11.3
T.5 N., R. 12 E., corner secs. 2, 8, 10, 11........... 41 24 49.6 83 27 16.7
Milepost 16, crossing 480 feet south of ............. 41 26 33.2 83 27 39.9
Lemoyne station... icy sack eae is saws auld eerie 41 29 39.6 83 28 25.7
PIG CKOSSING: a5 dese ga sarin tatels enandy ge geanaas BOs 41 29 45.2 83 28 27.0

 

 

 

 

 

Positions along the Toledo and Ohio Central Railway between Toledo and

 

 

 

Columbus.
Station. Latitude. Longitude.
° , wn ° , n”
Lime city, crossing of telephone line road at......... 41 32 06.2 83 34 01.8
Crossing of telephone line road ................005: 41 29 50.4 83 35 15.5
Dowling station, crossing 250 feet northof ......... 41 28 40.4 83 35 53.6
Dowling, 114 miles southeast of, cor. secs. 20, 21, 28,29] 41 27 27.8 83 36 35.4
Telephone line road .... 0.2... eee eee ee eee 41 25 13.3 83 37 46.2
Bowling Green station, 200 feet north of, telephone

TOAGSCLOSSIDD? (ee. Fad wnat sotdueds teoteandg arondeo wee aM 41 22 33.2 83 38 40.8
Corner Ts. 4and 5 N., Rs. 10 and 11E............. 41 20 31.3 83 39 02.4
Portage station, crossing 150 feet south of .......... 41 19 35.9 83 388 44.8
Mermill station, crossing 200 feet north of .......... 41 17 51.0 83 38 44.3
Corner Ts. 3 and 4.N., Rs. 10 and 11 E............. 41 15 14.0 83 39 00.6
Cygnet station, crossing 270 feet north of .......... 41 14 23.5 83 38 43.3
Milepost 32, crossing at...... 0... cece eee 41 12 40.0 83 38 42.8
West corner secs. 30 and 31,T.3N.,R.11E....... 41 10 55.8 83 38 57.6
Galatea, Baltimore and Ohio, and Toledo and Ohio ;

Central crossing 5 sissy cana keane eye ceed 41 10 40.8 83 388 42.8
Vanburen station, crossing 120 feet south of......... 41 08 17.5 83 38 42.8
Mortimer, crossing 465 feet south of railways ....... 41 06 33.4 83 38 42.9
Mortimer station ....... 0... cece cece eee eee 41 06 38.0 83 38 42.9

 

 

 
182 PROGRESS REPORT

Positions along the Toledc and Ohio Central Railway between Toledo and

 

 

 

 

Columbus —Continued.
Station. Latitude. Longitude.
9° ¥ u ° t ”

Corner Ts. 1 and? N., Rs. 10 and 11 E............. 41 04 49.9 83 38 58.3
North Findlay, crossing of Lake Erie and Western

RU Ways das chiens 22 tonite a Gacews eee am Oy TSE eae 41 02 50.7 83 38 42.2
Findlay, north azimuth stone at 790 feet north of “ Big

Four’ crossing, 320 feet north of street, and 5 feet

east of east rail of Toledo and Ohio Central Railway.

A limestone post 36 by 7 by 5 inches, set 34 inches

in the ground. A copper bolt is cemented in iop..| Al 02 23.4 83 38 38.9
Findlay, south azimuth stone, 268 feet south of ‘* Big

Four’ crossing, 4 jeet north of sidewalk on Main

street, and 17 feet west of west ratl of Toledo and

Ohio Central Railway, A limestone post 4o by 7 by

5 inches, set 36 inches in ground, in center of top of

which is cemented a bronze mertdian tablet. Azimuth-

170° 02' 30” to north stone 11... ee 41 02 15.0 83 38 38.5
Pindlay station: 2:34 see.eeewe gerghr acide eco w ...| 41 02 11.0 83 38 37.9
Findlay, crossing of Toledc and Ohio Central Railway

and Findlay, Fort Wayne and Western Railway 41 01 20.4 83 38 32.2
Milepost 46, crossing 250 feet south of ............. 41 00 28.2 | -88 38 28.1
Bape: Me GrOssIn BE onsy6 c4u mie agae USA AAD on ted 4 on 40 59 36.6 83 38 27.9
Milepost 49, crossing 130 feet south of ............. 410 57 53.4 83 38 33.5
Milepost 51, crossing 200 feet south of ............. 40 56 08.2 83 88 32.4
Corner Ts. land28., Rs. 10 and11E............. 40 44 23.3 83 39 03.7
Northern Ohio Railway crossing ...............00. 40 53 56.8 83 38 48.7
Arlington station, crossing 180 feet north of ......:. 40 53 34.9 83 38 48.9
Milepost 56, crossing 470 feet south of ............ 40 51 46.2 83 38 49.6
Williamstown station, crossing 70 feet south of ...... 40 AO 01.6 83 38 49.8
Corner Ts. 2-and 3. 8., Rs. 10 and 11 E............. 40 49 09.7 83 39 04.6
Dunkirk station, crossing 900 feet north of ....... -| 40 47 24.5 83 38 49.8
Pittsburg, Fort Wayne and Chicago Railway crossing.| 40 47 17.9 83 38 49.9
Milepost 64. crossing 910 feet south of ............. 40 44 46.5 83 38 34.9
Blanchard station, 150 feet north of; telephone line

TOA, CIOSSING. vig ei eeeeee cp Gb iaeae setae pean as 40 43 54.2 83 38 35.6
Milepost. 67, crossing 500 feet south of ............. 40 42 14.0 8&3 88 36.1
Milepost 69, crossing under railway 450 feet south of | 40 40 30.3 83 38 35.1
Pik@ CHOGSING: * 22 ceawalne Radio k Sans. eo AA Tees SBE. 40 39 19.2 83 37 59.9
Kenton, northwest azimuth stone 9 jcet south of south

rail on Toledo and Ohio Central Railway and 12 feet

northwest of switch block, A sandstone post 30 by

6 by 6 inches, set 28 inches in ground, in center of

lop of which is cemented a bronze meridian tablet.

Azimuth 273° 48’ 22” to southeast stone ........... 40 38 40.8 83 36 58.1
Kenton, southeast azimuth stone on middle picr of

“Big Four” Railway bridge over Scioto River and

Toledo and Ohio Central Railway; 15 feet south of

Toledo and Ohio Central Railway and 31 feet west

of west rail of ‘Big Four’ Railway. A copper bolt :

tin top of stonework ...... 6... cece ee eee 40 38 40.0 83 36 42.2

 

 
TOPOGRAPHIC SURVEY.

Positions along the Toledo and Ohio Central Railway between Toledo and

Columbus—Concluded.

183

 

 

 

Station. Latitude. Longitude.
° , ” ° , ”
Kenton station, street crossing 140 feet east of ...... 40 38 36.9 83 36 29.2
Erie Railway crossing ......... a Rae ne tihcee eas WR 40 38 00.6 83 35 47.2
Siding, crossing 70 feet north of north end of ....... 40 34 35.9 83 34 29.9
‘Big Four” Railway crossing................-.006s 40 31 09.6 83 33 47.6
Ridgeway station, crossing 175 feet south of ........ 40 30 57.9 83 33 46.1
Mileposts 83 and 84, crossing halfway between 1,450
fect morth Of creele s. gig ciswiiiieg sats oye en ce mee o 40 29 21.1 83 33 33.6
Milepost 86, crossing 480 feet north of ......... ...| 40 27 11.0 83 33 16.9
West Mansfield, main road running north from ......| 40 24 34.3 83 32 46.7
Milepost 91, crossing 830 feet south of ............. 40 22 59.3 83 31 24.0
Lunda station, crossing 400 feet south of ........... 41 21 59.2 83 30 31.7
Raymonds station, crossing 180 feet northwest of ...) 40 19 56.2 83 28 11.5
Peoria, Erie Railway crossing at ................-- 40 18 39.2 83 27 04.0
Milepost 98, crossing 1,340 feet south of ............ 40 18 05 4 83 26 34.9
Siding, crossing 120 feet north of north endof ...... 40 16 28.9 83 25 11.7
Marysville station, crossing 100 feet east of ......... 40 14 25.7 83 22 13.5
Marysville, north azimuth stone at 940 feet north of
‘Big Four’ crossing, 450 feet north of north end of
Y 200 feet north of east and west road, and 16 feet
east of east rail of Toledo and Ohio Central Railway.
A sandstone post 30 by 6 by 6 inches, set 26 inches
an ground, in center of top is cemented a copper bolt. . 40 14 12.8 83 21 15.7
Marysville, south azimuth stone at 613 feet south of
crossing of “Big Four’ Railway, 6 feet east of east
rail of Toledo and Ohio Central Railway. A sand-
stone post 30 by 6 by 6 inches, set 28 inches in ground,
tn center of top of which is cemented a bronze meridian
tablet. Azimuth 139° 43’ 20” to north stone ....... 40 14 01.1 83 21 02.8
Milepost 106, 330 feet south of pike and telephone line
CIOSSING vi sek eeeeduss RECN SARE T EEN EE Se AS ERE ES 40 13 36.3 83 20 36.1
Milepost 108, crossing 1,350 feet south of ........... 40 12 08.2 83 19 00.5
Blind siding, crossing 20 feet northwest of headlock..| 40 10 06.4 83 16 48.5
Milepost 113, pike crossing 530 feet southeast of...... 40 08 54.0 83 15 30.0
Arnold station, 580 feet southeast of pike and tele-
phone line crossing..............00. 000 ee eaee 40 08 27.4 83 15 01.2
Flag station, telephone line 200 feet southeast of.....}| 40 06 15.6 83 12 38.5
Amlin station crossing, 100 feet: northwest of ....... 40 04 36.4 83 10 51.1
Milepost 122, crossing 300 feet southeast of ..... .....]| 40 02 54.5 83 09 01.0
Telephone line crossing 1.1.00... 0.000 40 01 56.6 83 07 58.4
Toledo and Ohio Central Railway and Pennsylvania
Railway crossing os ee sesa8 604 we bas ee ed eee eh cies 40 00 04.5 83 05 57.4
Milepost 127, crossing at........0. 0.0.0 cece eee 39 59 36.1 83 05 26.7

 

 

 
184 PROGRESS REPORT
PRIMARY TRAVERSE, roor.

During the month of October, 1901, Mr. Sledge Tatum, topographer,
controlled, by means of 140 miles of primary traverse, four quadrangles
in the north-central portion of the State, in Lorain, Huron, Medina,
Richland, Ashland and Wayne counties.

The traverse is based upon Camden and Townsend triangulation
stations of the United States Lake Survey and on points near Millbrook
and Burbank, established in 1900 from primary traverse by Mr. E. L.
MeNair.

Geographic positions along Baltimore and Ohio Railroad (Lodi and Wooster branch)
from Erie Railroad crossing to Lodi.

 

 

 

 

 

Station. ~ Latitude. Longitude.

° r ” ° t v
Erie and Baltimore and Ohio R. R. crossing......... 40 59 19.4 82 01 33.7
Burbank, 2 miles west of, road crossing............. 41 00 04.6 82 01 09.0

 

Geographic positions along Baltimore and Ohio Railroad (main line) from Lodi to

 

 

 

Greenwich.
Station. | Latitude. | Longitude.
| I

° t ” fe} , un

Lodi, junction main line and branch, point 70 feet
‘west;Of tool House: vex exgee nha der ca yedesaweree ee 41 01 39.3 82 01 04.6
‘ROad. Crossing Vicia .oSsak taeda hs ove giana heen de 41 00 51.8 82 02 58.0
Riad Grossinige 4. eci5 Gas) aca es Dh sh Ra ee PG 41 00 51.6 82 03 17.7
Road crossing ............0.0055 TOL oan 41 00 49.5 82 04 41.5
Road CrosSing 2 a2ccs cndadeivasasdataers dee aden 41 QO1 05.0 82 05 50.6
Homer station, road crossing 770 feet east of ....... 41 O01 03.6 82 07 16.4
Rodd Crossing’ .5.< awe sind Saws eoaleawed aa’ edad geese 41 O1 32.4 82 08 44.1
Road Crossing sc scsei ocx ee esa vie bees be eee tae ncy es 41 01 50.2 82 09 49.6
Road: Crossing: 44 se cneass Sha ces eae eee aes Hs 41 OL 54.2 82 12 06.0
Sullivan station, road crossing west of ............. 41 01 55.0 82 13 20.4
OAC: CLOSSINE' G:< 5 donc sg day Sas ae RD ems Behan 41 01 56.3 82 15 36.6
ROAd CrOsSSine oc2cccendame sg eies tad aad tecanyeain 41 01 57.0 82 16 50.3
Road crossing ...... Hans Sali fai fiesta eotase ade aaron 41 01 57.9 82 18 18.3
Road crossiag: giccsdecisgieteeecseneewmersvladens He 41 02 33.7 82 20 46.1
Road crossing .sc%3ge003 ees ges ox eee ems a eRe RS 41 03 19.4 82 22 32.7
Hereford station: 6.2463 sa eciaede eh gs du Sad naan 41 03 34.3 82 23 37.9
Rumiley Station sc cose gcire di doud Ge eaters Ee aba te 41 03 03.7 82 26 08.7
ROAd CLOSSING see ses es eaten Cees ae eae BR OS 41 02 17.3 82 29 09.3
ROad: Crossing icc av eee enon wi aihe $4 wat oases Katies 41 02 05.9 82 30 01.0
Greenwich station, street crossing 100 feet east of ...| 41 02 04.7 82 30 40.1

 

 

 
TOPOGRAPHIC SURVEY. 185

Geographic positions along highways from Greenwich to Mansfield.

 

 

 

 

 

Station. Latitude. Longitude.

° t ” °o , u"
ROad Wests. «iso hake ean ay an sein Ge OE SR 41 00 40.6 82 30 36.0
United Brethren Church ............... 00 eee eeaee 40 59 35.0 82 30 28.0
Crossroads) ss axs eines te eg Sew ean we aasen eax S -....| 40 59 34.1 82 29 13.2
Crossroads: va 4-5 van ge titeeiies ceca tes cacines east we 40 58 31.7 82 29 32.8
ROA dr CASE ise davai ene Oye ruene avs ease bkol Guladl BG elses WS .-| 40 57 11.9 82 29 42.3
CYOSSPORS): eivleccadaicn deusine 4 BRAK MO SAAN ons 40 56 19.0 82 29 41.6
ROAD CASt: ) vie ch ule See ete ees duce Sebewa a eee mek 40 55 25.3 82 29 51.4
Shenandoah, crossroads at ............0 eee eee eee 40 54 42.6 82 29 58.0
ROdd West: s:4 caagesvnuerede ued een ieee es wen we 40 53 41.0 82 30 16.6
ROad West, secowainduss ey Aer en oho Debate Hina OER Aaa ed 40 53 07.5 82 30 47.3
Road Gast: ga eercew te sos dete a nine aera yea cee 40 52 21.4 82 30 50.4
CROSSTOBOS aii saci dav scan vaste pe welled Ga awake Te aeeoae 40 50 53.7 82 30 49.0
ROBE WES Sizicus 4m duces dia. hah vue Gasueniahens ellen ot Meare aA REO 40 49 19.8 82 30 47.9
ROSd Sash orca Saunas yale catpemaevieesheawunda 40 47 55.5 2 80 48.5
Mansfield, flagstaff of State reformatory ............ 40 46 57.6 82 30 11.1

 

 

 

Geographic positions along highways from Mansfield to Millbrook via Hayesville.

 

 

 

Station. Latitude. Longitude.
° , ” ° t u”
Road crossin & win 24 gases wed gacine re eaeae wee Meee 40 45 28.1 82 29 39.9 -
Road"crossig. aie cade Sab aeie Seay eon cab eee 40 45 37.7 2 28 28.8
FROM ISOM GI gs asec ed esl sie iad dee cans aod uead Qa located & met 40 45 56.7 2 27 19.6
ROC SOUtH) 44:0 isnt als thay daacdadotashe aoe 40 45 56.6 82 26 16.4
Brick Schoolhouse: :csccces cute ntas oat ater ne dae ee 40 45 57.5 82 25 40.3
INORGICTOSSING V3.55. co) diy cedaee eels ance imawaepe eh 40 46 02.2 82 23 51.9
Mifflin, road crossing at.............. 000220000000 40 46 25.1 82 21 50.0
Road crossing: cay casi seeds seswastetaderaeda.ne 40 46 22.5 82 20 22.7
ROMA SOUDL ies dani Gen vie ipa cardia de Geduendia tae hot Saat iN 40 46 19.3 82 18 58.2
Road SOUGH ais cgcans bathe t wala dd aaela ls eMes Keeohog 40 46 19.6 82 17 15.9
Hayesville, street crossing at..................000. 40 46 21.6 82 16 02.7
ROad ‘Orthos Sac gaddacicy ae acnaltete a cle ae aioe ces 40 46 18.8 82 13 52.3
ROG SOULN icc gulee seed Bah en Se Leer EH Mee Nes 40 46 18.1 82 12 46.6
Road crossing. s2ius 244-4. pekacees ehenead scenes 40 46 14.0 82 11 04.4
“ROA MOTI. vy co c05 iiss fen) toe gdeuon ares ateve ep Meee Seeleds beaten a 40 45 41.6 82 C9 23.3
Lakefork, forks of road at .......... 000 cece e eee eee 40 44 54.8 82 08 26.5
Road! 6rOssin ge 3 Scien chee dak ou tee Heme Aaaee amas 40 45 13.7 82 06 50.8
Blachleyville, street crossing at ...........0.0.000. 40 45 51.0 82 04 54.7
Roadcrossing® gsicsehiava eve cores at eee ae isade lee 40 44 43.3 82 02 52.8
Wom Morthy jes dex vcs wesc Gin asset bard saa Bose! bap edbad tested 40 43 51.4 82 00 26.9
Pittsburg, Fort Wayne and Chicago Rwy. bridge
No. 121, near Millbrook; copper bolt in bridge abut-
ment at northwest corner Of................ Gioaiyincs 40 43 51.9 81 51 24.6

 

 

 
186 PROGRESS REPORT

Geographic positions along highways from a point about 414 miles east of Hayesville
northward, via Polk, Sullivan and Wellingion, to Camden triangulation station
of United States Lake Survey.

 

 

 

 

 

 

 

Station. Latitude. Longitude.
: ° t ” ° t an”
Ashland and Wooster Railway, crossing of .......... 40 47 57.9 82 11 37.8
Crossroads: aie couenedtiateynsarertoneed acta tages 40 49 39.8 82 12 37.3
Crossroads gos sessieee: do ee cae die RE ee RH et ae 40 52 15.7 82 12 42.6
Crossroads. ..¢ Séees see ned ebb eg Ve esiree eee hyen ds 40 54 03.7 82 12 48.3
Polk, Erie Railroad Crossing ............-.50002055 40 57 00.7 82 12 53.9
CHOSSTOSGS. aici se'p nc aipicnee weedve b haene fata: dikes: sedeoeeah a he eins 40 58 25.9 82 12 55.2
CrOSSTOR Ss. te ac mage eh BN ee GS Be Rlaeln Seed De ues 40 59 31.7 82 13 23.6
Sullivan, bronze tablet in public school building .....] 41 01 47.3 82 13 07.6
Sullivan, Baltimore and Ohio R. R. crossing.........| 41 01 55.0 82 13 20.4
Crossroads. j44 gece eae nes Se oe Had eesind a gy cae 41 03 27.8 82 13 16.3
GrOssTrOadS:<):cu:ss svete tok Sex Re Ahan GOAN Cae bee es 41 05 04.8 2 13 16.2
ROG C886: 32 ie ceca Sadana dikes ia ae ea ees 41 06 58.5 82 13 12.2
CROSSTOB AS: ais 1s 9.3 od. lanet Roope iascnais chub Piklg oe ee eared os asleeneS 41 08 52.3 82 13 06.0
Wellington station, Wheeling & Lake Erie R. R......} 41 09 48.2 82 13 29.9
Wheeling & Lake Erie R. R., crossing of............ 41 10 10.1 82 16 31.0
Brighton, crossroads at ...... 000. e cece eee eee ee 41 10 15.8 82 18 34.1
Riad west; ao. sues ceo se calseen ae as Palsyau ern wee 41 12 55.1 82 18 22.6
Lake Shore and Michigan Southern Rwy., crossing of} 41 16 04.3 82 18 08.7
Camden triangulation station, United States Lake
SUE VOY. ii Sonne tne eagles bie Sake Grane aoa hed se aun Saeed ese ais 41 16 26.0 82 17 46.7

 

Geographic positions along highways from Townsend triangulation station of the
United States Lake Survey south to Greenwich.

 

 

Station. Latitude. Longitude.

 

 

Townsend triangulation station, United States Lake

SULVEY! Scrat aaany he ecedantenseoames aan 41 15 43.5 82 29 00.6
Lake Shore and Michigan Southern Railway, crossing

Oljiandes rua ped es PAY AED RA Ya bes MERC C EE ESD ees 41 15 29.0 82 29 31.0
ROdd Casts dvsdeci sao veseeree aes he meee taeeeu wees 41 13 19.0 82 29 29.9
CROSSrOddS: .c.2k saws vas hada Sen hast wee ema ee Sars ces 41 10 31.0 82 29 25.6
ROS WeStr.n6 te eerie decane eaMlaunnde sy. ee oeatuel So 41 08 40.1 82 30 51.2
ROad WESt..acco nee canes Gas AS hee LE Dees PR EO AEE AS 41 07 49.0 82 31 13.
CROSSYOAS sina cea y Ce Ret Hoe Hess ace R HE G Rae kaye 41 06 08.6 82 30 49.6
Hoad:eastiun: geen sts vau dete stakes ese eee on pe bees 41 03 53.4 82 30 44.8

Greenwich, bronze tablet. in base of standpipe at city
WATCEWODK i does cc ace daa need tase 4 asp band vaue dusctaagsraue aces 41 01 37.3 82 31 13.5

 

 

 
TOPOGRAPHIC SURVEY. 187

PRIMARY TRAVERSE.

Twenty-seven 15-minute quadrangles, covering portions of 18 coun-
ties in the northwestern portion of the State, were controlled or partly
controlled by ‘160 miles of primary traverse along railways by Mr. George
T. Hawkins, topographer, supplemented by 700 miles of traverse run by
Mr. J. R. Ellis along highways, following meridians and parallels as
closely as practicable.

The following geographic positions were determined from primary
traverse in 1901 by Mr. George T. Hawkins, topographer.

The line starts from a point in the western part of the city of Toledo
and follows the Lake Shore Railway to Edgerton, thence southwest via
highways to the Indiana-Ohio State line, thence south along the State
line to the Findlay, Fort Wayne and Western Railway, thence along that
railway to Findlay, where it connects with a line run in 1900.

Geographic positions along Lake Shore and Michigan Southern Railway, between
Toledo and Edgerton.

 

 

 

Station. Latitude. Longitude.
° y u ° t uw

Toledo, crossing of Michigan Central and Toledo, St.

Louis and Western railroads................2505. 41 37 33.5 83 34 23.2
Mileposts 4 and 5, north and south road crossing

DOtWEON: 4 fiat Ras ais age san'e ded Wea e Meeireaeatne wees 41 38 01.4 83 36 23.6
Mileposts 5 and 6, north and south road crossing

between. sosas veeseusst gee.eem eens ee er oe ee eee 41 37 50.4 83 37 32.6
Mileposts 6 and 7, north and south road crossing

EL WECMy : cichars eds lakes Qld bocaune oan mt dane wen eaetioors 41 37 39.3 83 38 42.4
Mileposts 7 and 8, north and south road crossing :

between ys eceser seta neapaecan aedeenep asc mes 41 37 28.2 83 39 52.0
Milepost 8, 14 mile east of, east and west road

CLOSSING. a sapekeede vies detest ee aw ede en ear: 41 37 24.7 83 40 13.4
Mileposts 8 and 9, north and south road crossing

HetWEET C7: dan coca ealnd am cee ute Bees eae 41 37 17.0 83 41.01.8
Holland, north and south road crossing east of...... 41 37 05.9 83 42 11.3
Holland: StatiOnecs.n6s<naegyees ced asante tues jaete 41 37 00.8 83 42 43.2
Holland, road crossing west Of..........0.+42+.000- 41 37 00.2 83 42 47.1
Mileposts 11 and 12, north and south road crossing

between 2.24 serie cd eee seeds led oe tes apa ew eed wey 41 36 46.3 83 44.14.0
Milepost 12, east and west road crossing west of....| 41 36 35.3 83 45 22.6
Mileposts 12 and 13, north and south road crossing

bGtWeen aie taneade dats Oe betekene ema nd ahs 41 36 32.4 83 45 40.3
Mileposts 13 and 14, east and west road crossing

between: ss ses Geese Meee Os PEE eS teemee Tee ee eee se 41 36 24.2 83 46 31.4
Mileposts 14 and 15, east and west road crossing

DOtWECRi pecan a cty demas aenics oo tae ot meen teks 41 36 11.7 83 47 49.6

 

 
188 PROGRESS REPORT

Geographic positions along Lake Shore and Michigan Southern Railway, between

Toledo and Edgerton—Continued.

 

 

 

Station. Latitude. Longitude.
° , an” 3° t uw

Mileposts-16 and 17, north and south road crossing

DEGWEGIL £224 cred a beh ana sing Quan Gk Wandin dye tome hae aber 41 35 55.9 83 49 27.6
Mileposts 17 and 18, north and south road crossing ;

BOtWOEOD ices gary Sane Ga eas Dae bee aE 41 35 44.4 83 50 39.1
Mileposts 18 and 19, north and south road crossing

between, 2:3 gakes tere eerie ee ree ee eee eee ess 41 35 33.3 83 51 47.7
Mileposts 18 and 19, north and south road crossing

BOtWECRIy. cami deeryai hs Wine OMUn EH 4 ea selglnsina dine RG 41 35 22.3 83 52 55.9
SWANLtON BtAtONl a.dccsdiosscdaea aidan deewa ar made 41 35 18.1 83 53 22.0
Swanton, main street crossing .......... 00... se eee 41 35 17.5 83 53 25.9
Mileposts 20 and 21, north and south road crossing

between weiss ceves heute saea vax an kaxie ea deevade d 41 35 11.0 83 54 05.6
Mileposts 20 and 21, north and south road crossing

DOL WESI ce Sash. ieGie Goeldrcnuues a oe auhinw Giant auraaners tae 41 35 03.3 83 54 53.5
Mileposts 21 and 22, north and south road crossing /

betWel ai cada p ace eee hr tee ee mae ones ad Hee 41 34 59.7 83 55 15.6
Mileposts 22 and 23, north and south road crossing

DGEWEEI, hs oinia as an kes yeh fre mind aa aes aahan Mae 41 34 48.2 83 56 26.9
Mileposts 23 and 24, north and south road crossing

between sce sit nasa dade e tad sales sea Rect 41 34 31.3 83 58 11.0
Mileposts 24 and 25, east and west road crossing

DOE WOT coo oi ssuin itis Gielen Stiaheale' Su. wes Mtnelae beak Ce 41 34 25.2 83 58 48.3
Delta station, sinc sssac ona ca asianessan tae ar ane dh 41 34 14.8 83 59 52.9
Delta, road crossing west Of .........-.....0.0.-00% | 41 34 14.5 83 59 54.8
Delta, road crossing West Of ..... 0.0.0.0 cece eee eee 41 34 13.4 84 00 01.7
Delta, road crossing west Of ...............2-00000- 41 34 11.7 84 00 11.9
Road crossing, northeast and southwest ............ 41 34 01.8 84 01 13.0
Mileposts 27 and 28, north and south road crossing

BOtWECM Shiro. lhe Aiatglie SN aU Aad ate ea dade eee 41 33 51.8 84 02 41.4
Mileposts 28 and 29, north and south road crossing

DOIWECD sid ctemaaerigtnveu moana dann deaph eased oe Sa 41 33 40.6 84 03 23.5
Mileposts 29 and 30. north and south road crossing

between a2 ae cove wvearey seat ee eaos Myeeahaace es 41 33 29.2 84 04 33.6
Mileposts 31 and 32, north and south road crossing

DELWEONL wait iwiie cccnery dea aad ew bales adnialnd aime 41 33 06.6 84 06 52.6
Mileposts 32 and 338, north and south road crossing

p DOC W ERNE arent Son coaininn gheaeteomuia ate Saline ahaa a edna 41 32 55.1 84 08 02.9
Wauseon, main street crossing...............00000: 41 32 51.1 84 08 27.3
Wauseon station . 1.0.0.0... cee cece ene eens 41 32 49.7 84 08 35.9
Wauseon, crossing Lake Shore and Detroit Southern

PAUPOA AS i. :hion ssacgltus Ria cea aides ake seca Sra seanrdaraneen cere ses Al 32 47.2 84 08 51.7
Wauseon Cemetery, north and south road crossing at| 41 32 44.0 84 09 11.2
Milepost 34, east and west road crossing at........ 41 32 87.5 84 09 50.9.
Mileposts 34 and 35, north and south road crossing

DOtWOON,: vanitie sw cides alec maenatean ewsdnnce neta 41 32 32.7 84 10 20.5

 

 
TOPOGRAPHIC SURVEY.

189

Geographic positions along Lake Shore and Michigan Southern Railway, between
Toledo and Edgerton—Continued.

 

 

 

 

 

Station. Latitude. Longitude.
fe] , ” ° , u”

Mileposts 35 and 36, north and south road crossing

DOtWeCH case oy ees Ga neee so Gham dewald eae Gis --| 41 32 21.4 84 11 29.9
Mileposts 36 and 37, north and south road crossing

DOG WGI 5 osii's 5:20 sass cheep ucas tee Seas SS RUE eee aide 41 32 10.0 84 12 39.4
Mileposts 37 and 38, north and south road crossing

Det WECI a inners aimee Bala bias aia Oe 41 31 59.3 84 13 44.7
Mileposts 88 and 39, north and south road crossing

beGWEEN: 6 eau ny aad neti gis ME ine nor ne yes seh e 41 31 48.0 84 14 53.7
Mileposts 38 and 39, east and west road crossing

betwW6N, 4080s. see ss veges doves sangades eave’ « 41 31 42.7 84 15 26.3
Mileposts 39 and 40, north and south road crossing

IDOGWEEDY o casctins. Gyausitiamiccn Sonduccs intr aun auubmuednicta be 41 31 36.7 84 16 02.7
Mileposts 40 and 41, north and south road crossing

bétWeenecn cunus cawagew te oa dewe ae tesae seats 41 31 25.3 84 17 12.0
Archbold stations; igs. cose wa vee sea we caey pees 41 31 15.3 84 18 12.7
Archbold, main street crossing...................4. 41 31 13.8 84 18 21.7
Mileposts 42 and 43, north and south road crossing

BGtWEEN . kccieiaiee Ba eo wie 6 BESO Ra SEM Mee ele ane 41 31 02.4 84 19 31.1
Mileposts 43 and 44, north and south road crossing

DEtWEER Ja-c4 miwciuia vk dete Oes aes nae ee RM REE MiNN 41 30 52.7 84 20 30.2:
Milepost 45, north and south road crossing near..... 41 30 35.5 84 22 14.4
Mileposts 45 and 46, north and south road crossing

between ss ..viee essed eng wes nae vas waa e ss 41 30 27.2 84 23 04.7
Mileposts 46 and 47, north and south road crossing

OLIV OI aCs5.:05: eviusine. eects sear ade, Rae eos Sects as Deane dens 41 30 18.2 84 23 58.8
Stryker, main street crossing ...... Rema avnshba cect one ean 41 30 09.8 84 24 50.5
Stryker station vccccnnwse pon dnt tesessees waded age 41 30 08.4 84 24 58.8
Milepost 48, north and south road crossing near....| 41 30 02.7 ‘| 84 25 33.1
Mileposts 48 and 49, north and south road crossing

WOtWEEH ota svat gedes fe eee ee soa see Wee ks aes ee 41 29 57.5 84 26 04.8
Milepost 49, north and south road crossing near..... 41 29 49.8 84 26 51.5
Mileposts 49 and 50, north and south road crossing .

DetWeOH auccuia esa aad oa wey yawn da mw retells 41 29 48.2 | 84 27 31.2
Mileposts 50 and 51, north and south wad crossing

DOtWECH canes s ved CaS GG ei se aed ewan ees 41 29 32.1 84 28 38.3
Mileposts 51 and 52, north and south road crossing

OL WEEDS 5. scitit.a:d enous, oicntauandeart sasreeiareauartad gen het tne os 41 29 20.6 .| 84 29 47.9
Milepost 52, road crossing near .......--.---eeeee 41 29 14.1 84 30 26.6
Milepost 53, road crossing near............+..0000, 41 29 06.3 84 31 14.2
Road crossing, northeast and northwest............ 41 29 01.2 84 31 44.6
Mileposts 53 and 54, north and south road crossing

bet WEEH: wcccreing Somers qiauies aemmnd acka SRR RR 41 28 57.1 84 32 09.7
Lake Shore and Cincinnati Northern Railroad crossing} 41 28 53.5 84 32 31.5
Bryan, road crossing at ........0.eeee cece eee eee 41 28 49.2 84 32 57.4

41 28 48.4 84 33 01.9

Bryan, road crossing at ....... see eee eee eee eens
190 PROGRESS REPORT ;

Geographic positions along Lake Shore and Michigan Southern Railway, between
Toledo and Edgerton—Continued.

 

 

 

Station. Latitude. Longitude.
° / wn ° t u
Bryan Savin jocuo WA Give vie ed ta deend Gis Mahe saule 41 28 48.0 84 33 04.3
Road crossing over railroad ........-...-..- beeen 41 28 35.3 84 34 21.0
Mileposts 56 and 57, north and south road crossing
DOG WiC O IN seater Boras Dicer ANTE sls anes ath See Se 41 28 23.0 84 35 35.2
Road crossing over railroad ............00 000s a ee 41 28 11.3 84 36 45.4
Milepost 59, north and south road crossing near...... 41 27 59.9 84 37 54.5
Mullberty Stating c5c.0 sins conta edge ba baum Deano CAGE 41 27 48.9 84 39 00.7
Milepost 60, north and south road crossing near.....| 41 27 48.6 84 39 02.6
Road crossing over railroad...............0000-005 41 27 36.6 84 40 14.4
Milepost 62, noith and south road crossing near..... 41 27 24.7 84 41 26.5
Mileposts 62 and 63, north and south road crossing fe
betWECH i xsccderes ta yah ists Bees viene deed ee 41 27 20.6 | 84 41 51.5
Milepost 63, north and south road crossing near..... 41 27 13.0 84 42 37.2
Milepost 64, north and south road crossing near..... 41 27 01.8 84 43 45.3
Edgerton, road crossing at .........-..00 000 cece eee 41 26 53.9 84 44 32.7
Hdgerton statiOn wos ce cick csseea suntcy seas ee wah oie seis 41 26 52.4 84 44 42.1
Fidgerton, main street crossing ..........-...0005. 41 26 50.8 84 44 51.5

 

 

 

Geographic positions along highways between Edgerton and Ohio-Indiana State line.

 

 

 

 

 

 

 

 

 

 

Station. s Latitude. Longitude.

° , ” 3° t uw
T.5 N., R. 1 E., corner secs. 3 and 4, on township line] 41 25 23.8 84 44 54.7
T.5N.,R.1 E., corner secs. 3, 4,9, and 10.......... 41 24 40.7 84 44 54.2
T.5N.,R.1E., corner secs. 9, 10, 15, and 16........ 41 23 48.7 84 44 53.3
T.5 N., R. 1 E., corner secs. 15, 16, 21 and 22.......] 41 22 56.4 84 44 52.5
T.5N., R.1E., corner secs. 21, 22, 27, and 28....... 41 22 04.2 84 44 51.6
T.5N., R.1E., corner secs. 28, 29, 32, and 33....... 41 21 12.1 84 44 59.2
T.5N., R. 1 E., corner secs. 29, 30, 31, and 32.......] 41 21 11.8 84 47 08.8

Geographic positions along Ohio-Indiana State line. .
; | 3 | :
Station. Latitude. Longitude.
fe} , “a” ° t “u
T.5N., R.1£E., corner on State line between secs. 30

BU 31.51. naan ete de SSS Gees BOREEER Pad Fe eres 41 21 12.0 84 48 12.5
T.4N., R. 1 E., corner secs. Gand 7 Laipeges eases 41 19 28.7 84 48 12.3
Road west tiie: he daauc sak aaa a 2 anne ls ow eeyedon eA ERS 41 18 51.2 84 48 12.1
Baltimore & Ohio Railroad crossing .........---+-+: 41 18 13.6 84 48 11.7
59 .0 84 48 11.7

Roads west and southeast .........-. 02 eee eee renee 41 17
TOPOGRAPHIC SURVEY. 191

Geographic positions along Ohio-Indiana State line—Continued.

 

 

 

Station. Latitude. Longitude.
° t uw ° , uw
ROA WEST aceite heh denied tne Sata ae Ea.a tees 41 17 06.4 84 48 11.3
Road northeast and southwest..............0.0000. 41 16 14.6 84 48 10.9
FROaO EW OST sia autre meters Savana Goayiand’s se hace Anta eweN 41 15 22.0 84 48 10.8
Ts. 3and 4.N., R.1E., township corner ............ 41 15 08.2 84 48 10.8
Road West cssaviasuheres Ge err iw rae Shea Ae danas 41 14 29.5 84 48 10.7
ROBE WESG Ge ei ON ea ie ad We Gat ds Mages baa 41 13 37.0 84 48 10.8
T.3N., R.1E., corner secs. 7and 18 ............. 41 13 20.2 84 48 10.9
Road west .......0.0eceeeeaee iii bises cnetn enti Scoeatee’ 41 13 11.1 84 48 11.0
T. 3N., R.1E., comer secs. 18 and 19 ............ 41 12 27.8 84 48 10.9
Road east and West ......... 0000 ccc eee ee eee eee 41 11 52.5 84 48 10.9
Road -westtvnerserme go sac iae ve: gee fide ene elses 41 11 05.2 84 48 10.6
Road seasty sd eu castes unen wean can paw ad oad ee ed aes 41 11 02.1 &4 48 10.6
Roadseast<: yesuie teehee aes eed hele wk ees ea Re ae A 41 09 26.4 84 48 11.1
Wabash Railroad crossing.................0000 eee 41'08 53.8 84 48 11.0
ROad: CASE silt seichigacond wears MASAHARU Ala teh raid ae 41 08 11.7 84 48 11.3
Road West ccc ¢scaeec peyeseeiee deka dead oe awny 41 07 35.6 84 48 11.3
ROdideastinwced2 42a ceases Gea ele needed 41 07 19.2 84 48 11.3
RGad Cast resis sates cia thls Gas ulate om deed eae ees a 41 06 26.8 84 48 11.1
Road eastivcs: ox san seed ea We Mogae endo eo Bias eee 41 06 00.5 84 48 11.1
ROad WeSti.cindos soa elo ok Gils 24 Giahs on Anchen Vee a oa 41 05 50.8 84 48 11.1
Ts. 1 and 2 N., R. 1 E., township corner............ 41 04 41.7 84 48 11.1
Road east and west ........ shih alleen Dae a erates ae 3 41 04 41.1 84 48 11.1
ROad! WES kaso tak cow ee tha So eee ano Ss a anete eee 41 04 06.1 84 48 11.0
T.1N., R.1E., corner secs. 6 and 7 .............. 41 03 46.7 84 48 10.9
Oa A Wests aes ok a Sa pining eae ae eet wens ween 41 03 13.3 84 48 10.8
T.1N.,R 1E., corner secs. 7 and 18 ............. 41 02 54.4 84 48 10.6
Road NOrtheastvio sis sia'ccm siesta aioe cha gankdwaon ee daues 41 02 22.7 84 48 10.8
ROaANGAS ER os.5 Gana Seeassre soo suena elas Gupaelel a abaatedes alle 41 02 01.6 84 48 10.7
ROG WEBS 20 tsa aacnuits sedate sc dawe oaedeesas 41 O1 41.8 84 48 10.8
T. 1 N. R.1E., corner secs. 19 and 30............. 41 01 09.2 84 48 11.0

 

 

 

Geographic positions along Findlay, Fort Wayne and Western Railway, between Bald-
Win and Findlay.

 

 

 

 

 

Station. Latitude. Longitude.

° , a” ° , a”
Baldwin station .........6. 0.00. cece cece eee eee 41 O01 05.9 84 48 09.5
Road crossing, north and south.............-...... 41 01 06.0 84 47 01.4
Road crossing, north and south.............-...... 41 01 06.0 85 46 27.1
McGill station” .5).02teiw tac, peau ewed ene bak geedied 41 01 06.0 84 46 26.2
Road crossing, north and south..............+-+.+. 41 01 06.1 84 45 35.8
Batson station ....26 ccsckikendotorres sense em ieaws 41 01 06.3 84 44 44.7
Road crossing, north and south..................4. 41 01 06.4 84 43 35.3
192 PROGRESS REPORT

Geographic positions along Findlay, Fort Wayne and Western Railway. Ete—

Continued.

 

 

 

' Station. Latitude. © Longitude.
° , u" ° ¥ u”
Road crossing, north and south.................... 41 01 06.6 84 42 26.0
T. 1N., Rs. 1 and 2 E., corner secs. 19, 30, 24. and 25] 41 01 09.2 84 41 16.2
Tipton, road crossing at ...........5 0. eee eee eens 41 O1 07.1 84 40 08.7
Road crossing, north and south..............--+--. 41 01 07.3 84 38 58.4
Road crossing, north and south..............-...4. 41 01 07.5 84 387 49.5
Road crossing, north and south..............-..... | 41 01 07.7 | 84 36 40.6
Road crossing, north and south..... Pieces HNN eS 41 01 07.8 84 36 05.9
Road crossing, north and south................+--- 41 01 07.9 84 35 31.1
Haviland, railroad crossing at .............05.00 ee 41 01 08.0 84 34 56.0
T.1N., Rs. 2 and 3 E., corner secs. 19, 30, 24,25 ...| 41 01 10.0 84 34 21.6
Road crossing, nor th and south............-..-60-- 41 01 08.2 84 33 12.1
Road crossing, north and south..............-..05. 41 01 08.4 84 32 02.9
Road crossing, north and south..............--+--- 41 01 08.6 84 30 53.4
Road crossing, north and south.................44. 41 01 08.9 84 29 44.4
Grover Hill station. ...... ...e: se se seeewdeeew eee ee 41 01 09.2 84 28 39.0
Grover Hill, main street crossing.................-. 41 01 09.2 84 28 35.1
T.1N., Rs. 3 and 4 E., corner secs. 19, 30, 24,25 ...} 41 01 10.7 84 27 26.0
Road crossing, north and south.................... 41 01 10.1 84 25 42.5
FROSElMIS: SEALIOM: 2.4.5 51515 cus ee Rats SG. ie Boers tan did aes sonia 41 01 10.3 84 25 07.4
Road crossing, north and south.................06- 41 01 10.7 84 24 58.9
Road crossing, north and south.................... 41 01 10.9 84 23 24.6.
Road SOuth ) cin goes amano ea ee aa ge ng 41 01 11.1 84 22 50.1
Erie:Canal crossing»), vievsos saad diag ad ve cta yeu pee 41 01 11.6 84 21 31.5
T.1N., Rs. 4 and 5 E., corner secs. 19, 30, 24,25 ...| 41 01 12.7 84 20 31.7
Road crossing, north and south.................... 41 01 12.4 84 19 22.0
Road crossing, north and south.................... 41 01 12.6 84 18 47.0
Cloverdale Railroad crossing ............-.....000. 41 01 12.9 84 18 12.7
Road crossing, north and south.................... 41 01 13.1 84 17 38.3
Road crossing, northwest and southeast ............ 41 01 13.2 84 17 24.6
Road crossing, under railway................0.000, 41 01 13.2 84 17 15.1
Road crossing, north and south.................045 41 01 13.7 84 15 54.6
Road crossing, north and south.................00. 41 01 13.9 84 15 20.0
Road crossing, north and south.............-...... 41 01 14.1 84 14 45.4
Rs 5 and 6 E., road crossing between ............. 41 01 14.5 84 13 36.3
Detroit and Lima Northern Railway crossing........ 41 01 14.7 84 12 59.0
Criswell Station 2c ji4.ng 2a seaheeatinlees auras 41 01 15.0 84 11 58.1
Road crossing, north and south..................4. 41 01 15.0 84 11 52.7
Road crossing, north and south.................045 41 01 15.4 84 10 18.0
AVIS, TOad CrOSSING Ab wii aoe’ s oie Beara dees lee dows 41 O1 15.4 84 10 09.7
Road crossing, north and south.............+--+++- 41 01 15.7 84 08 59.7
Road crossing, north and south................-45: 41 01 15.8 84 08 25.8
Road crossing, north and south. ..........---.+-+++5 41 01 15.8 84 08 07.9
Rs. 6 and 7 E., road crossing between ..........-+- 41 01 16.4 84 06 41.2
Road crossing, north and south...........+-.+600+5 41 01 16.8 84 05 32.3
Road crossing, north and south..........++++eeeeee 41 01 17.0 84 04 57.5
Road crossing, north and south. ......-..+++6.e+00s 41 01 17.1 84 04 42.1
Glandorf, road crossing at ..........eeee cere ree eee 41 01 17.2 84 04 23.4

 

 
TOPOGRAPHIC SURVEY.

193

Geographic positions along Findlay, Fort Wayne and Western Railway, Ete—

Continued.

 

 

 

 

 

Station. Latitude. Longitude.
° 2 t “u” ° , ”
_ Glandorf, road crossing 44 mile east of ............. 41 01 17.4 84 03 48.0
Ottawa, Cincinnati, Hamilton and Dayton Railway
CrOSSING ies octox fees Be Ree Ree nee Edad a's 41 01 17.7 84 02 51.0
Ottawa station (Findlay, Fort Wayne and Western
Rail wal crantns savas .andaa aren raneanGeeuades 41 0117.7 | 84 02 49.0
Road crossing, north and south.................... 41 O01 17.8 84 02 39.4
Detroit Southern Railroad crossing................. 41 01 17.9 84 02 04.4
Rs. 7 and 8 E., road crossing between ............. 41 01 18.2 83 59 45.3
Pike road crossing .........0. cece eee eee 41 01 18.2 83 58 47.0
Road crossing, north and south..................-. 41 01 18.8 83 57 27.1
ROad CrOSsINS ssveveans eererwd goed ana ge daa ee as 41 01 19.1 83 55 26.1
Gilboa Station «sic ieg sins crew var as yeetasae deer oes 41 01 19.1 83 55 19.6
Road crossing, north and south.................... 41 01 19.1 83 55 19.2
Road crossing, north and south.................... 41 01 19.1 83 55 08.9
Road crossing, north and south............. Aan e ead 41 01 19.2 83 54 16.6
Road crossing, north and south..................-. 41 O01 19.3 83 53 59.4
Pike road crossing, northeast and southwest......... 41 O1 19.4 83 53 11.0
Road, north and south ............... 0. eee eee 41 01 19.5 83 52 50.5
Road crossing, north and south..............--.--- 41 01 19.7 83 51 41.4
Moffits, road crossing at ..... 2.6... cece eee eee eee 41 01 19-8 83 50 49.2
Road crossing, north and south................ ....{ 41 01 20.2 83 48 49.2
Benton Ridge, road crossing at .............0.005- 41 O01 20.4 83 47 57.0
Benton Ridge, road crossing 34 mile east of ........ 41 01 20.5 83 47 08.0
Rs. 9 and 10 E., road crossing between ............ 41 01 20.7 83 45 55.7
Road, north and south ............ 00. ee eee eee eee 41 01 20.8 83 45 04.8
Pike road crossing, northeast and southwest......... 41 01 20.8 83 44 19.6
Road crossing, north and south..............-.+--- 41 01 20.7 83 44 13.1
Road crossing, north and south...............-+--- 41 01 20.7 83 43 39.1
Road crossing, north and south..,.......... fates 41 01 20.5 83 42 46.5
Road crossing, north and sottth................-+-- 41 01 20.4 83 41 54.3
Lake Erie and Western Railroad crossing .......... 41 01 20.4 83 41 00.2
Road crossing, north and south............---.+++. 41 O1 20.4 83 40 45.2
Road crossing, northeast and southwest ............ 41 01 20.5 83 40 05.4
Findlay, Main street crossing .......00.-+-+ see eeee 41 01 20.5 83 39 01 6
Findlay station .........0 0.20 cee ee eee c ence en eees 41 01 20.5 83 38 59.5

 

13—T. 8.
194 PROGRESS REPORT

The following geographic positions were determined from primary
traverse run in 1901 by Mr. J. R. Ellis, field assistant :

Geographic positions along highways from Mount Sterling, Madison County, north to
McCutchenville, Wyandot County.

 

 

 

 

 

Station. Latitude. Longitude.
oO i, a" ° t “
Mount Sterling, Baltimore and Ohio Railroad and

Main street crossing ...... 0... eee eee eee eens 39 43 17.6 83 16 03.7
Roads, north, east and south ...............-.006. 389 45 11.9 83 15 11.1
Loubgert Creek, bridge Over..........-.- +++ eeeeeee 39 47 09.3 83 14 53.1
Wrightsville and Kiousville Pike, 300 feet east of

W. McNeff’s house. 5.5 ss ccsa8s es keesserds eas 39 48 58.2 83 16 26.2
Wrightsville, cross roads at ............02022 00000 39 51 39.3 83 14 52.2
Lilly Chapel and Georgesville, and road north ....... 39 53 13.0 83 15 06.1
Lilly Chapel, Georgesville and West Jefferson cross ;

TODOS nice apart eres Reais BERS HRS. RR EE Rains aS AOS 89 55 51.3 83 16 54.4
National Pike, cross roads on......... rcaleus Ba Gates 39 56 45.4 83 15 14.0
Road €ast ¥ 24 s4 she. 461408 vee dares Ses yesbien 2 Sas 39 58 24.9 83 15 36.0
Schoolhouse, road southwest at ..............5000. 39 59 53.5 83 15 50.9
Worthington store, road east at ..............0005. 40 02 30.5 83 15 49.9
IROAQUCRSE give gala tasqng ia wea euiedae digi Sabie kos canada’ lave 40 04 08.1 83 15 05.6
Road east, north, and south.................00000. 40 05 27.3 83 15 23.4
Pittsburg, Cincinnati, Chicago and St. Louis Rail-

way, crossing Of ................ B eclesint'a esnaltone ip aces 40 05 43.2 83 14 54.0
Madison and Union counties, stone monument between| 40 06 29.8 83 14 01.3
Fork of road northwest.......... 0.00... e eee e eee 40 09 50.2 83 13 44.1
Schoolhouse No. 9, road west near .............000. 40 11 26.2 83 14 32.3
Watkins, cross road in east part of ..............4. 40 12 45.5 83 14 41.0
Road east, west, and north ...........-....0 eee eee 40 13 53.0 83 14 46.1
Road north, south, east, and West ................. 40 15 02.0 83 14 54.5
Road north, south, east, and west ...............4. 40 16 56.0 83 15 02.0
Road north, west, and south .............-0000eeee 40 18 00.7 83 15 07.2
Delaware and Union counties, stone monument be-

EWE 6:35 oboe ne cite elected Gyan dain Ba Saba eran ne tue lo 40 20 01.0 83 14 59.6
Roads east, west, and north.............. 0000 eee 40 21 02.9 83 14 19.2
Roads east, west, and north near schoolhouse ....... 40 21 53.5 83 13 51.0
Road north, east, and south.........4..........04. 40 22 54.5 83 14 58.9
State road, northeast and southwest ............... 40 23 46.7 83 16 07.9
Hoskins and State road crossing .................. 40 25 08.6 83 14 57.0
‘Richwood aud Prospect pike .................00005 40 26 10.7 83 15 32.1
East: and West pike «oss... sie as 6 sie ee nase swan yee as 40 27 47.0 83 15 04.0
Woodland, 570 feet southwest of, crossing Big Four

Railway. ssa:¢¢s<a0¢¢ so vesns dae os eee es ca <a ae 40 28 45.3 83 15 27.4
Pike crossing, east and WeSt..........- 6.0. e eee eee 40 29 37.0 83 15 35.6
Road crossing, east and WeSt ........ 0. cee eee eee 40 30 46.4 83 15 22.2
Road east, north and south .......... 0.0.00 ee eee 40 31 47.2 83 15 56.0
Road east, north and south .............0.0 esse 40 33 04.0 83 16 07.6
TOPOGRAPHIC SURVEY. 195

Geographic positions along highways from Mount Sterling, Madison County, to Me-
Cutchenville, Wyandot County .—Continued.

 

 

 

Station. Latitude. Longitude.
° t u” ° i ”
Road, northwest and southeast.................... 40 33 20.3 83 15 20.0
Gurley, 1 mile east of, Big Four Railway crossing ...| 40 35 09.5 83 15 21.2
Espyville, road crossing southeast and west at....... 40 35 52.5 83 15 20.4
T.58., R. 14 E., 14 corner between secs. 15 and 16...| 40 36 28.8 83 14 47.0
T.558., R. 14 E., corner secs. 3,4,9 and 10 ........ 40 37 47.1 83 14 46.1
Ts. 4and 5 S., R. 14 E., 14 corner between secs. 3
dn U4 ae sasciasrs tacmusntecenty aac erisses ahanieasras seaaeeucedh 6 S48 ace ma aees, 40 38 39.3 83 14 11.1
' Pike road crossing, northeast and southwest......... 40 38 54.7 83 13 13.4
Schoolhouse, road crossing east and west, near ...... 40 40 23.9 83 13 55.7
Crossing, east and west road with Harpster and Mari-| .

OW TOADS nape. Rep acme how ale De addins dio ee idia's 40 42 08.4 83 14 53.1
Roads, northeast and southwest ........ eer erer Ts 40 46 28.5 83 14 28.6
Quarter corner sections (no number) ............... 40 47 21.6 83 13 03.3
T.35S., R,14 E., corner secs. 2, 38,10 and11........ 40 48 13.8 83 13 38.9
Ts. 2 and 38., R. 14 E., corner secs. 3, 4, 33, 34 ....| 40 49 06.2 83 14 47.2
T.28.,R. 14E., 14 corner between secs. 28 and 33...| 40 49 58.4 83 15 22.5
T.258., R. 14 E.,14 corner between secs. 16 and 21....| 40 51 42.9 83 15 23.2
Roads east, west, north and south ................. 40 52 35.4 83 15 04.2
Roads east, west and northeast ................... 40 54 02.0 83 14 47.4
Roads north, west and south ..................... 40 54 32.3 83 15 24.6
Sandusky River, bridge over ...............-...0.. 40 55 41.8 83 14 44.7
T.158., R. 14E,, corner secs. 15, 16, 21 and 22 ..... 40 56 57.9 83 14 49.5
T.158., R. 14 E., corner secs. 10, 11, 14 and 15....... 40 57 49.9 83 14 49.8

_ McCutchenville, crossing main street and Perrysburg

LOA sees ests eaves Aosta st ea pee Ag Oe Secchi elas aN Ho, Hal 40 59 26.6 83 15 36.6
McCutchenville, north part of, Ohio Central Railway

CTOSSING aoc. hoax oe 'o eA Sax se Hew seed VATED Beale 41 00 08.0 83 15 43.1

 

 

 

Geographic positions along highways from near Bettsville, Seneca County, south to
latitude 41° 00’, thence west to longitude 83° 45’, thence north to Maumee River,
_ thence east to Dowling, Wood County.

 

 

 

 

 

Station. Latitude. Longitude.

° , n ° , an”
Station 50 on Oak Harbor line .................... 41 16 02.6 83 14 06.8
Bettsville crossing, Pennsylvania Railroad at ....... 41 14 41.3 83 14 13.2
Crossroads at section corner .............00..0000. 41 13 30.0 83 14 42.4
T.3N., R, 14 E., corner secs. 15, 16, 21 and 22......] 41 12 36.7 83 14 41.0
T.3N., R,14 E., corner secs. 27, 28, 33 and 34...... 41 10 51.7 83 14 46.2
Ts. 2 and 3N., R. 14 E., corner secs. 3, 4, 33 and 34 41 09 59.6 83 14 49.4
T.2.N., R. 14 E., corner secs. 9, 10, 15 and 16...... 41 08 17.0 | 83 14 50.6
T,2N., R. 14 E., corner secs. 15, 16, 21 and 22 ..... 41 07 24.4 83 14 50.4
196 PROGRESS REPORT

Geographic positions along highways from near Bettsville, etc.—Continued.

 

 

 

Station. Latitude. Longitude.
fe] t un °o t uw
T.2N., R. 14.1,., corner secs. 27, 28, 33 and 34 .....] 41 05 39.5 83 14 51.6
Ts. land2.N., R. 14 E., corner secs. 3, 4, 33 and 34 41 04 47.5 83 14 51.6
Roads north, south, east, and west................. 41 02 36.8 83 14 51.0
T.1N.,R., 14 E., 14 corner between secs. 16 and 21 41 01 44.6 83 15 43.3
T.1N., R. 14 E., 14 corner between secs. 28 and 33 .| 41 00 26.3 83 15 43.5
T. 1N., Rs. 13 and 14 E., 14 corner between secs. 31

ANG BO aster gave kus Shees eheae ees iain age aii ae 40 59 59.8 83 18 18.6
T.1N.and158., R. 13 E., corner sees. 3, 4, 33 and 34..} 40 59 32.3 83 21 47.1
T. 1N. and 18., Rs. 12 and 13 E., corner secs. 1, 6,

and! 31) :atid 36) aca sd cade bhv es Mean Sena akynaes 40 59 30.9 83 25 13.9
Road northeast and southwest ........ Dit etree 40 59 28.1 83 27 29.1
Vanlue, crossing Big Four Railway, in northwest

PaTPOl casks 4ovgesdeeniwenes ee tages ted Sinan 40 58 32.6 83 29 03.4
Schoolhouse, crossroads at........ 00.0. cece eee eee 40 58 31.8 83 30 46.2
Roads east, west, and north....................00. 40 58 53.9 83 33 53.2
Roads northeast and southwest...............0000- 40 58 57.4 83 36 47.1
Ts. 1 N. and 15., Rs. 10 and 11 E., corner between .| 40 59 35.5 83 39 02.2
Ts. 1 N.and158., R.10E., corner secs. 1, 2, 35 and 36.| 40 59 35.7 83 40 11.1
Ts. 1 N. and 158., R. 10 E., 14 corner between secs.

O Nd. 84 55 oy at oe ae coe ee Ra ee Haw ee Beales 40 59 36.0 83 41 54.6
Lake Erie and Western Railroad crossing .......... Al 00 45.2 83 41 54.5
T.1N., R.10 E., 14 corner between secs. 15 and 16..| 41 02 38.5 83 42 29.2
T.1N., R.10E., 14 corner between secs. 9 and 10..| 41 03 30.9 83 42 29.4
Cincinnati, Hamilton and Dayton Railway crossing..| 41 04 59.2 83 43 36.9
T.2N., R. 10 E., corner sees. 28, 29, 32 and 33 ..... 41 05 42.6 83 43 37.1
T.2N., R. 10 E., corner secs. 16, 17, 20 and 21 .....| 41 07 26.8 83 43 37.9
Road northeast and southwest ................04.. 41 09 34.5 83 43 38.3
T.3N., R. 10 E., corner secs, 28, 29, 32 and 83 .....| 41 10 58.1 83 43 36.9
T.3N., R. 10 E., corner secs. 20, 21, 28 and 29 ..... 41 11 50.1 83 43 37.8
T.3N., R. 10 E., corner secs. 16, 17, 20 and 21 .....] 41 12 42.2 83 43 38.1
T.3N., R. 10 E., corner secs. 4, 5,8 and9......... 41 14 26.6 83 43 38.5
T.4N., R. 10 E., corner secs. 28, 29, 32 and 33 ..... 41 16 09.8 83 43 40.0
T.4N., R.10E., corner secs. 20, 21, 28 and 29......] 41 17 02.0 83 43 40.3
T.4N., R.10 E., corner secs. 4. 5, 8 and9.......... 41 19 38.38 83 43 41.4
Ts. 4and5N., R. 10 E., corner secs. 4, 5, 32 and 33..| 41 20 34.4 83 43 42.3
T.5 N., R. 10 E., corner secs. 20, 21, 28 and 29 .....] 41 22 18.9 83 43 41.8
T.5 N., R. 10 E., 14 corner between secs. 8 and 17..) 41 24 03.8 83 44 16.7
Ts. 5 and 6N., R. 10 E., 14 corner between secs. 5 and .

BOF ie AAS A AEG TAGS Oat Aas HERA EON EES EUR ASS OE 41 25 48.2 83 44 16.9
T.6N., R. 10 E.. 14 corner between secs. 29 and 32../ 41 26 40.1 83 44 17.8
T.6N., R. 10 E., 14 corner between secs. 17 and 20 .| 41 28 25.2 83 44 17.9
T.6N., R. 10 E,, corner secs. 14, 15, 26 and 27 .....] 41 28 24.0 83 41 23.3
T.6N., R. 10 E., corner secs. 13, 14, 23 and 24..... 41 28 23.9 83 40 13.8

 

 

 
TOPOGRAPHIC SURVEY. 197

Geographic positions along highways from Vanlue, Hancock County, south to Pfeiffer,
on Erie R. R., thence west to 83° 45’, thence north to southwest corner of Findlay
quadrangle,

 

 

Station. - Latitude. Longitude.

 

Vanlue, Big Four Raiiway crossing in northwest

PALUOL ganiy Livacy fail Melsie g fonds uvdviph aed Rak eae L PS 40 58 32.6 83 29 03.5
T.158., R. 12 E., 14 corner between secs. 16 and 21..| 40 56 53.5 | 83 29 10.5
T.18., R. 12 E., 1¢ corner between secs. 28 and 33..| 40 55 09.2 83 29 10.3
T.28., R. 12 E., 14 corner between secs. 4and9 ...| 40 53 24.7 83 29 10.7
Roads northeast and southwest................000- 40 51 51.5 83 29 30.6
1% COTMET SECS! xs si wns eee 5a 2 eS tG GK ES See OE ESS 40 50 49.0 83 30 23.2 ,
Big Four Railway crossing near milepost 70 ........ 40 49 06.4 83 30 08.1
Road crossing northeast and southwest ............ 40 47 09.0 83 29 49.4
T.35., R. 12 E., corner secs. 28, £9, 32 and 33...... 40 44 41.7 83 29 48.7
T.458., R. 12 E., corner secs. 8,9,16 and 17 ....... 40 42 04.8 83 29 45.7
T.45., R. 12 E., corner secs. 20, 21.28 and 29 ..... 40 40 19.4 83 29 45.1
Ts.4and5S8., R. 12 E., corner secs. 4, 5, 32 and 33 .| 40 38 34.0 83 29 46.3
Roads north, east, and West..............00 eee eee 40 37 24.1 83 30 57.4
Henpeck schoolhouse, road crossing at.............. 40 38 04.5 83 33 09.0
COMER SCCS boi ts oui iG Leelee ddlyhah a Raa sel ese Rakes 40 38 39.2 83 34 34.0
Kenton, 1.5 miles west of, crossing of Big Four Rwy 40 38 48.3 83 38 20.6
Kenton, 4.5 miles west of, crossing of Big Four Rwy..} 40 39 30.7 83 40 30.2
Big Four Railway and north and south road crossing. .| 40 40 09.6 83 42 28.9
T.38., R. 10 E., corner secs. 5, 6, 31 and 32........ 40 43 57.2 83 44 52.6
T.38., R. 10 E., corner secs. 19, 20,29 and 30 .....| 40 45 42.4 83 44 52.2
T. 38.. R. 10 E., corner secs. 7, 8,17 and 18 ....... 40 47 26.6 83 44 51.7
Ts. 2 and 38., R. 10 E., 14 commer between secs. 5 and :

RO a erase aes aes Godt aes crepe rena ses Gece ae ns ekg 40 49 08.9 83 44 16.5
T.28., R. 10 E., corner secs. 19, 20, 29 and 30 .....| 40 50 53.5 83 44 48.9
T.258., R. 10 E., corner secs. 7,8, 17 and 18 ....... 40 52 38.5 83 44 48.2
Ts. land28., R. 10 E., corner secs. 5, 6, 31 and 32 .| 40 54 25.5 83 44 47.7
T.158., R. 10 E., corner secs. 19, 20, 29 and 30 .....} 40 56 10.3 83 44 47.6
T.18., R. 10 E., corner secs. 7,8, 17 and 18 ....... 40 57 55.2 83 44 48.4
T.158., R. 10 E., corner secs. 5,6, 7and8 ......... 40 58 47.7 83 44 48.0

 

 

 

Geographic positions along highways from a position near southwest corner of the
Findlay quadrangle west to meridian 84° 00’, thence north to Ohio-Michigan
boundary line, thence west to longitude 84° 15’, thence south to Erie Railroad,
thence southeast along railroad to Foraker.

 

 

Station. 7 Latitude. Longitude.

 

Findlay, about 5 miles southwest of, Lake Erie and
Western Railroad crossing ...............00.005. 40 58 54.1 83 44 47.9
Ts. 1 N. and 1 S., Rs. 9 and 10 E., corner secs. 1, 6,
S1 and Bb ie oa na ea AG chet se Lewal iol Gates 40 59 36.5 83 45 56.3

 

 
198 PROGRESS REPORT

Geographic positions along highways from a position near southwest corner of the
Vindlay quadrangle, ete.—Continued.

 

 

 

 

Station. Latitude. Longitude.
oO ” fo , a”

Ts. 1N. and 15.,R. 9 E., corner secs. 3, 4, 33 and 84..| 40 59 35.9 83 49 23.1
Ts. 1 N.and15., R.9 E., corner secs. 5, 6, 31 and 32..| 40 59 35.4 83 51 41.3
Ts. 1 N.and18., R. 8 E., corner secs. 1,2, 35 and 36..| 40 59 35.1 83 53 59.1
Ts. 1 N.and15S., R. 8 E., corner secs. 3, 4, 33 and 34..| 40 59 34.7 83 56 17.5
Ts. 1 N.and15S., R. 8 E., corner secs. 5,6, 8l and 32..| 40 59 34.0 83 58 36.2
T.1N.. Rs. 7 and 8 E., corner secs. 7,18, 13 and 12...) 41 03 02.2 83 59 45.5
T.2N., Rs. 7 and 8 E., corner secs. 25, 30, 31 and 36..| 41 05 40.1 83 59 46.5
T.2N., Rs. 7and 8 E., corner secs. 18, 19, 24and13..| 41 07 24.8 83 59 47.5
T.2N., Rs. 7 and 8 E., corner secs. 1,6, 7and 12....) 41 09 09.5 83 59 48.0
T.3N., Rs. 7 and 8 E., corner secs. 25, 30, 31 and 36..| 41 10 53.0 83 59 49.0
T.3N., Rs. 7and8 E., corner secs. 18, 19, 24 and 13..| 41 12 37.6 83 59 50.2
T.3N., Rs. 7and 8 E., corner secs. 1,6, 7and 12....) 41 14 22.2 83 59 51.2
Ts. 3and4N., Rs. 7and 8 E., corner secs. 1, 6, 31 and

DOD sd iy tebliarepahetasSe dw iviniy Patid aye MAAN SE GEESE BS OER GO Dt 41 15 15.1 83 59 52.1
T.4N., Rs. 7and8 E., corner secs. 19, 30,24 and 25..| 41 16 59.4 83 59 54.0
T.4N., R. 7 E., corner sees. 7,18, 13 and 12........ 41 18 44.4 83 59 56.0
Ts. 4 and 5 N., R. 7 E., corner secs. 1, 6, 31 and 386 .| 41 20 380.1 83 59 58.2
T.5.N., Rs. 7 and 8 E., corner secs. 19, 30,24 and 25..| 41 22 14.9 83 59 57.7
T.5N., R. 7 E., corner secs. 7,18, 13 and 12....... Al 23 59.3 83 59 57.0
Iron bridge over creek, southeast, center of ......... 41 25 59.1 83 59 56.0
T.6N., Rs. 7and8 E,, corner sees. 19, 30, 24and 25..} 41 27 26.9 83 59 55.6
T.6N., R.7E., corner secs. 7, 18, 13 and 12........ 41 29 11.3 83 59 55.2
Ts. Gand 7N., R. 7 E., 4 corner between secs. 1 and

BO! sams <eie-wis Be: Sek Gigug aad nie potecanaeld seid ene wee aries er pases 41 30 55.6 84 00 30.1
Ts. 7and$N., Rs. 7 and 8 E., corner secs. 1, 6, 31 and

BO deca ae ee MSE xe Rw oes Me ee BA Led here eRe ees 41 36 10.0 83 59 54.1
Ts. 9 and 108S., Rs. 3 and 4 E., corner secs. 1, 6, 31 and

Ve 3 RES hh EES NES SE Velie CERRO este fo 8GE ae 4 41 38 30.9 83 59 45.2
T.9S., Rs. 3 and 4 E., corner sees. 24, 19, 30 and 25 | 41 40 13.8 .| 83 59 48.6
T.958., R. 3 E., corner secs. 7,18, 13 and 12 ....... 41 41 57.2 83 59 52.5
T.958., R. 3 E., corner secs. 1,6, 7 and12 ......... 41 42 49.8 83 59 54.0
T.9S.,R.3E., corner secs. 2, 3,10 and 1] ........ 41 42 50.3 84 02 13.2
T.958., R. 3 E., corner secs. 5,6, 7and8 .......... ~ 41 42 47.3 84 05 43.1
Ohio-Michigan State Line ............... a ceeeeves | 41 42 46.4 84 07 10.1
Schoolhouse, road crossing at....... 6.0.2.0. . 0 eee ee 41 42 14.7 84 08 37.0
T.95S., R. 2 E., corner secs. 3, 4, 9 and 10, on State

lin@: 4sa4 e204 es aoe oa SKE ee SE Ree Eee ra ee aie 41 42 30.3 84 10 21.9
T.95S., R. 2 E., corner secs. 8,9, 16 and 17 ........ 41 41 48.4 84 11 30.4
T.9S., Rs. 1 and 2 E., corner secs. 7, 18, 18 and 12 .| 41 41 47.2 84 13 48.7
T,98., R. 1 E., corner secs, 13, 14, 23 and 24 ...... 41 40 54.3 84 14 55.6
T.9 8. R.1E., corner secs. 25, 26, 35 and 36 ....... 41 39 08.9 84 14 54.3
T.10S., R.1E., corner secs. 1,2, ll and 12 .......] 41 87 24.0 84 14 52.0
T.7N., R.5 E., corner secs. 1,2, 11 and 12........ 41 35 12.2 84 14 56.0
T.7N., R. 5 E., corner secs. 13, 14, 23 and 24...... 41 33 27.7 84 14 55.5
T.6N., R. 5 E., corner secs. 1,2, ll and 12........ 41 30 00.5 84 14 53.6
T.6N., R. 5 E., corner secs. 13, 14, 23 and 24...... 41 28 16.1 84 14 52.8
Ridgeville corners, crossroads at 6... . sere eee eee 41 26 15.8 84 15 26.0

 

 
TOPOGRAPHIC SURVEY. 199

Geographic positions along highways from a position near southwest corner of the

Findlay quadrangle, etc.—Continued.

 

 

 

 

 

 

 

Station. Latitude. Longitude.

° ta un ° , u"
T.5.N., R. 5 E., corner secs. 1,2, lland 12 ........ 41 24 46.9 84 14 50.7
T.5 N., R. 5 E., corner secs. 18, 14, 23 and 24...... 41 23 02.3 84 14 49.3
T.5N., R. 5 E., corner secs. 25, 26, 35 and 36...... 41 21 17.6 84 14 48.0
T.4N., R. 5 E., corner secs. t, 2, ll and12........ 41 19 32.5 84 14 48.0
T.4N., R.5 E,, corner secs, 13, 14,23 and 24...... 41 17 48.2 84 14 48.0
T.4N,,R.5 E. corner secs. 25, 26, 35 and 36...... 41 16 03.8 84 14 47.9
Ts. 3 and 4N.,, R. 5 E., corner secs. 1, 2, 35 and 36 41 15 11.5 84 14 47.8
T.3N., R. 5 E., corner secs. 11. 12, 13 and14...... 41 13 26.1 84 14 48.6
T.3 N., R. 5 E., corner secs. 23, 24, 25 and 26 ...... 41 11 41.7 84 14 49.8
Ts. 2 and 3N., R. 5 E., comer secs. 1, 2, 35 and 36 41 09 57.3 84 14 50.2
T.2N., R.5 E., corner secs, 11, 12,13 and 14...... 41 08 13.0 84 14 49.7
T.2N.,R.5E,, corner secs. 23, 24, 25 and 26...... 41 06 28.1 | 84 14 48.4
Ts. land 2 N., R. 5 E., corner secs. 1, 2, 35 and 36 41 04 43.4 84 14 47.2
T.1N., Rs. 5 and 6 E., corner secs. 1, 6, 7 and 12 41 03 52.0 84 13 37.7
T.1N., Rs. 5 and 6 E., corner secs. 25, 30, 31 and 36 41 00 22.3 84 13 35.9
T.15., Rs. 5 and 6 E.. corner secs. 1, 6, 7and 12 ...| 40 58 37.0 84 13 34.3
T.15., R. 5 E.. corner secs. 11, 12,13 and 14 ...... 40 57 42.6 84 14 39.7
T.158., R. 5 E., corner secs. 23, 24, 25 and 26 ...... 40 55 58.8 84 14 39.5
Ts-1 and 2 8., R. 5 E., corner secs. 1, 2, 35 and 36...| 40 54 14.5 84 14 38.1
T.25., R. 5 E., corner secs. 13, 14, 23 and 24 ...... 40 51 35.6 84 14 37.5
T.258., R. 5 E., corner secs. 25, 26, 35 and 36 ...... 40 49 51.9 84 14 37.2
T.38., R. 5 E., comer sees. 1, 2, 1] and 12......... 40 48 07.8 84 14 36.3
T.35., R. 5 E., corner secs. 13, 14,23 and 24 ...... 40 46 23.6 84 14 35.9
T.38., R. 5 E., corner secs. 25, 26, 35 and 36 ...... 40 44 38.5 84 14 33.3
Ts. 3and 458., R. 5 E., corner secs. 1, 2, 35 and 36...| 40 43 46.1 84 14 32.8

Geographic positions along Erie Railroad from Kemp to Voraker.

Station. Latitude. Longitude. .

° , a“ oO , uu
Kemp station (Kempton postoffice) ............... 40 43 25.6 84 13 27.6
Road crossing, northeast and southwest ............ 40 43 33.9 84 08 55.0
Lia Station: axe eshearwigia gears eae eee 40 43 26.4 84 06 21.9
Ohio Southern Railroad crossing ................4. 40 43 26.5 84 05 10.5
T.458., R. 7 E., corner secs. 3,4,9and10 ......... 40 43 00.7 84 03 06.3
T.4S., Rs. 7 and 8 E., corner secs. 1, 6, 7and 12....| 40 42 59.7 83 59 38.7
Westminster station.......... 000. ce see ee eee ee eens 40 42 57.2 83 59 35.3
Harrod Station: 24.3 a0 asuseenn Gad keee cae toes gee 40 42 33.9 83 55 15.9
Alpers station <a2cda ace hereu ibe ease taeda ye'y ae oe 40 42 19.1 83 50 37.6
T.48., R.9 E., corner secs. 8, 7,16and17 ........ 40 42 14.1 83 50 31.5
McGuffey station .......... 062-0. e eee e eens 40 41 40.1 83 47 05.3
Foraker station. ........0 00 ccc cece eee e teen eens 40 40 46.6 83 44 21.8

 

 

 
200 PROGRESS REPORT

Geographic positions for control of Westerville quadrangle.

 

 

Latitude.

 

Station. Longitude.
° / ” ° ft ww
Columbus, Mock road crossing..........-....000005 40 00 54.0 82 59 47.9
Road northeast and southwest (electric railway) ....| 40 00 49.5 82 58 03.2
Cleveland, Akron and Columbus Railway crossing,

(azimuth of railway 194° 09’).............2--- 0-5 40 00 49.1 82 57 54.3
Road north and south « awysqnecaereeses dere a ewes 40 00 47.7 82 57 24.1
Alum Creek, south end of bridge................04- 40 00 34.7 82 56 06.5
Road north and south ............. 000s eee eee eee 40 01 18.3 82 54 41.5
Road north and south: oj... +s iciise tie et beeen da es 40 01 08.7 82 53 03.1
Gahanna, center of bridge over Big Walnut River....| 40 01 08.3 82 52 48.7
T. 1, Rs. 16 and 17, secs. 1, 2, 8, 4, corner of road

MOrthvanG BOUCM cniacagcidyceaninwe Ben aes ae Penden os 40 01 06.2 82 52 00.1
District No. 11, schoolhouse.............202-00005. 40 02 33.8 | 82 50 39.4
T. 1, R. 15, corner sees. 2,1, 4, 3 ....-. 6.0 eee eee 40 03 07.4 82 49 08.0
Havens Corner, crossroads .....-.... 0.0 c eee eee eee eee eee ences 82 48 54.3
Road north and south, at schoolhouse ............. 40 03 02.0 82 47 23.4
Franklin-Licking county line, road north ........... 40 01 02.9 82 46 13.4
Squire Swishers, road north and south.............. 40 00 56.6 82 45 00.6
Road east and west ...............0.- Pasdiata cate sivas 40 01 01.4 82 44 51.9
Road-east and; westi ges cevves Gere deeers eee cusyde 40 01 09.6 82 44 51.1 -
Intersection, road north and road east and west,

south of schoolhouse ............0 0.00: c eee eee 40 00 56.6 82 45 50.0
Brid G6: 4.2q:ts a auemee eae Giaes wablonlowdgoddine, seh ae 40 03 40.2 82 45 18.0
Beech; eréssroads. 222 casos cee nea ad dtu gaan daeednd 40 04 46.2 82 45 13.3
Rosdieastand West scccccaiucicd coun tears cen ean ss 40 05 50.6 82 45 14.6
Bridge over branch running west ..............-.-- 40 06 34.0 82 45 11.6
Intersection of road north and Johnstown road north-

east and southwest........... 0.00. cece eee eee 40 07 27.6 82 45 07.5
Licking, Franklin and Delaware counties, corner of;

also corner Ts. 2 and 3, Rs. 15 and 16, secs. 2, 3,4, 1| 40 07 33.8 82 45 43.0
Road west at schoolhouse.............0 0.0.08 eee ee 40 08 19.9 82 45 39.6
Road east and west and southeast .-............... 40 09 22.6 82 45 34.8
Road Cast). esa sande aiid wea ren we eves Gales aes 40 10 17.9 82 45 30.8
Road north near Clem Blamer’s house north ........ 40 10 14.4 82 44 18.6
Road northwest and southeast .................... 40 10 45.2 82 44 16.2
Road east and west ...........-.2.2.-005 Rad Nasien 40 12 27.1 82 44 24.4
Wm. Feasels, crossroadS ........ 00.000 c eee eee eee 40 13 56.8 82 44 17.7
Delaware-Licking county line, road north and south..} 40 13 59.0 82 45 15.3
RiGad! north 6 aeeks sew ees ees. Oe Hew Eee a eRG ales 40 13 57.7 82 47 24.1
South conduit, crossroads ..........0 00. cee eee 40 14 52.9 82 47 20.4
ROB HOREH anche Coeds lae due deuce a8 co haan He lees 40 14 44.8 82 49 48.5
Cleveland, Akron and Columbus crossing (azimuth

of rail Way 253° 00!) ic cng ae thee eas ee mses 40 14 47.4 82 50 42.3
Big Walnut Creek, center of bridge ................ 40 14 48.6 82 50 59.3
Sunbury, Harrison street and Mt. Vernon road, at

Dies Wanless oi4ia pe cacseien de ele a cuss ene Be ea aah tes 40 14 42.3 82 51 14.5
Road northwest and southeast ..........6 05... eee 40 14 44.4 82 51 53.6
Road west-to Rome ae. sie cia siacc eeu sae wew oe eases 40 15 01.5 82 52 18.6
T. 4, R. 17, sees. 1, 2, 3, 4, corner of ............... 40 14 46.2 82 52 40.0

 

 
TOPOGRAPHIC SURVEY. 201

Geographic positions for control of Westerville quadrangle—Continued.

 

 

 

Station. i Latitude. Longitude.
° ‘ a ° , a
Rome, intersection of roads at guidepost............ 40 14 48.1 82 54 38.7
Johnny Cake schoolhouse, road north and south ..... 40 14 17.0 82 56 22.7
Cheshire, road north .............0 200 eee e eee eee 40 14 19.9 82 57 41.0
Cheshire, Whitman’s store ......... 0.0.0.0 cee eeee 40 14 20.1 82 57 45.3
Cheshire, 1 mile west of, station on Green Spring and
Columbus LWI6 as seve gees oe GR sad a Rh waar 40 14 22.4 82 58 45.8
District No. 7, schoolhouse, road south ............. 40 14 24.9 83 00 22.7
Big Four Railway crossing (azimuth 176° 56’)........ 40 14 26.0 83 00 46.2
Columbus-Delaware road............0 000 cece 40 14 31.9 83 03 05.7
Intersection of roads north and south and west (about
800 feet below bridge over Olentangy River)....... 40 15 10.4 83 03 46.7
T. 4, R. 19, sees. 1, 2, 8, 4, corner of, road north and
SOURS Kes aonddaodading sieve Coma ce tanios Mensa AS | 40 15 12.1 83 04 56.4
Hocking Valley Railway road crossing, 340 feet south :
GhmilepOst 103: vevinice gessetoisad wee a eeaws 40 15 12.6 83 05 08.5

 

 

 

 

Geographic positions for control of Mount Sterling quadrangle.

 

 

|
Station. | Latitude. Longitude.

 

 

 

° # " ° t uo
Mount Sterling, Main street crossing Baltimore and

Ohio Raiiroad (Hawkins traverse, 1900) .......... 39 43 17.6 8&3 16 03,7
Mount Sterling, road southwest to Washington Court-

FHOUBE! acne 5.24 tues ea ee nh ae we eee Seer ARO 39 42 59.3 83 16 06 2
Fayette-Madison county line ...................02. 39 41 47.3 83 16 16.4
Jones schoolhouse, No. 5, center of road ..........-. 389 40 51.0 83 16 16.6
Old Yankeetown, east and west road ............... 39 39 41.1 83 16 05.8
Schoolhouse No, 2, road ...... eee eee eee eee ...| 89 38 50.6 83 16 16.3
Waterloo, in front of Methodist church ............. 39 37 24.7 83 15 55.5
Fayette-Pickaway county line, stone monument ..... 39 37 01.4 83 15 31.0
Road north and south ................00 00sec eee 39 36 09.4 83 16 04.9
Bridge near Chauncey Dicks.. ..............-00064 39 35 29.9 83 15 56.0
Pike, northwest and southeast..............-..0055 39 34 08.0 83 16 13.5
Pickaway and Fayette counties, road on line of......| 39 33 32.8 83 15 46.9
New Holland, Main street crossing Cincinnati and ;

Muskingum Valley Railroad...................0. 39 33 15.8 83 15 26.2
Road SOUthWESE ose: esceies gains en ein hs Mayen ee Aye Bes 39 31 31.2 83 14 43.9
Ross-Pickaway county line..........-.0..60.0.005- 39 30 55.6 83 14 56.7
Schoolhouse No. 9, intersection of roads ............ 39 30 15.2 83 15 03.4
Brick schoolhouse, District No. 10, crossroads ....... 39 28 53.5 83 14 45.9

, Plano postOMee 5... cs. sey ese carve eee caw d ee nee eas 389 29 27.2 83 17 07.2
Fairview, road crossing Cincinnati. Hamilton and Day-

ton Railway (azimuth 282° 58’)................. 89 28 48.5 83 18 15.6

Fairview church, road north..............20.0s005. 39 28 42.1 83 19 19.8

 
202 PROGRESS REPORT

Geographic positions for control of Mount Sterling quadrangle.—Continued.

 

 

 

Station. Latitude. Longitude.
fe} , u” . 0 ‘ uv
Road north and south: ssccesaueassdedases eneee eas 39 28 49.6 83 20 14.1
Pleasant Grove, southwest corner schoolhouse yard,

TOAD MOEN sic ssses: iy Soi geaal hm big ohbe dead cep bia ae Bens d5 39 30 02.2 83 21 36.6
Blacksmith shop, road north and south ............ 39 30 32.8 83 22 39.8
Bridge over drain south...............00020 0 eee eee 39 30 50.6 83 23 57.)
Washington Court-House, north end of bridge over

Middle Fork Paint Creek, 1 mile south of ......... 39 31 04.4 83 25 01.5
Ohio Southern Railway crossing near trestle, 480 feet

southeast of milepost 102 .................00000. 39 30 55.1 | 83 25 06.5
Washington Court-House, crossroads on Greenfield |

pike, 2 miles south of................ edie ere aan 39 30 34.2 83 26 28.8
Leesburg pike, north and south............ ene eaen'y 39 30 16.3 83 28 22.3
Snow Hill pike, Ingles schoolhouse, °0 feet north..... 39 30 19.6 83 29 43.1
Jasper Mills, Baltimore and Ohio Railroad crossing, 34

‘mile east of (azimuth 253° 36’) ...............006- 39 31 19.1 83 30 27.0
Sugar Creek church, intersection of Palmer pike, east

and west and road north, ahout 300 feet west of....] 39 32 54.1 83 30 27.5

* Johnstown schoolhouse ............0... 000 ee eee 39 33 59.5 83 30 19.6
Township line, stone post ...........0.... 0.00 c eee 39 34 26.5 83 30 46.4
Luray siding Cincinnati, Hamilton and Dayton Rail-

way, east switch block................ 00000000 ee 39 34 36.3 83 30 51.6
Hagler, Ohio Southern Railroad crossing............ 39 35 16.8 83 30 55.7
Washington-Jefferson pike, northwest and southeast.| 39 35 41.1 83 30 46.2
Blackoak schoolhouse, platform in front of ......... 39 36 08.6 $3 30 29.8
Paint Creek, west end of bridge over ............... 39 37 10.1 83 29 17.2
McDill’s blacksmith shop, road east and west........ 39 38 58.3 83 30 01.1
Paint Creek, center of bridge over.................. 39 39 35.3 83 30 16.7 _
Paint Creek, south end of iron bridge over .......... 39 39 49.9 83 30 17.2
Pike, west, at small bridge ............. 0.00. e eee 39 40 31.3 83 30 15.7
Maple Grove schoolhouse ..............0:02ee0 eee 39 41 47.6 83 30 15.2
Fayette-Madison county, stone monument .......... 39 42 29.9 83 30 10.1
Hayes schoolhouse, road east and ‘west ...........-. 39 42 51.4 83 29 52.4
Sedalia, Ohio Southern Railroad crossing, 34 mile i

SOUtHWESt OF sustnid tare auhe ih oie Ue e somalia genet aL 39 43 28.7 83 29 17.4
Sedalia, South Solon pike, east and west ........... 39 44 01.4 83 29 06.5
Sedalia, intersection Main street and road east and west} 39 44 00.5 83 28 36.7
Bridge over creek northeast .......... 0.0.00 eee eee 89 43 55.9 83 25 45.2
Range, London pike northwest ..................-. 39 43 55.5 83 25 31.7
Bethel, M. E. Church, crossroads at .............00. 39 43 48.8 83 23 87.4
Bridge over branch south .................0...0005 39 43 52.0 83 22 16.6
Chenoweth, road north ............ 0000. e eee ee eee 39 43 51.6 83 21 25.1
Sugar Run bridges ss3us ace de esd cen Sheeran eee 39 43 49.7 83 19 53.9
Road south at schoolhouse ...................00-- 39 43 48.8 83 19 11.5
Mount Sterling, London pike, 14 mile north of....... 39 43 48.7 83 16 17.2
Stokes-Range township monument .............--. 39 44 02.8 83 30 07.8
Sedalia, 2 miles west of, center of South Solon pike,

in front of Jim Chapman’s gate.............. eee: 39 43 59.8 83 31 02.3

 

 

 
TOPOGRAPHIC SURVEY. 203

Geographic positions between Green Spring and Columbus, along or near the eighty-
third meridian.

 

 

 

Station. Latitude. Longitude.
° ‘ n” ° £ uv
T.3N., R. 16 E, corner secs. 3, 2, 11, and 10........] 41 14 29.4 82 59 40.2
T.3N., R. 16 E., corner secs. 10, 11, 14, and 15, road
CAS AN A: WESE in acacndnnd-cstey GereetiiWie eidia Sa shcehs Seas aes 41 13 37.0 82 59 40.6
T.3N., R. 16 E., corner secs. 15, 14, 23, and 22, road
Cast and West. wie: ites es pee ee eS) wees 41 12 44.7 82 59 41.4
T. 3 N., R. 16 E., corner secs. 22, 23, 26, and 27, road
east sil west, adkvclinouse Bie sci dublin sy cnas See sates 41 11 51.4 82 59 42.2
T.3N., R. 16 E., corner secs. 27, 26, 35, and 34, road
sess WERE see ys nasa Tis 2 fesniste nahh tc neta setecde 41 10 59.4 82 59 43.4

Ts. 2 and 3N., R. 16 E., corner secs. 34, 35, 2, and 3,
road east and west (jogs east 450 feet, then turns

SOUGH) mene an AS hcqusls dew. cies oy Deke gine ead oe 41 10 08.1 82 59 46.4
T.2.N., R. 16 E., corner secs. 3,2, 11, and 10 ...... 41 09 12.8 82 59 44.9
T.2N., R. 16 E., corner secs. 10, 11, 14, and 15 ....} 41 08 20.4 2 59 45.4
T.2N., R. 16 E., corner secs. 15, 14, 23, and 22, road

CASt ANd WEStin ws cacea ies wae Aa ohaw some veh en aes 41 07 28.2 82 59 45.6

2N., R-16 E., corner secs. 27, 26, 35, and 34, road

ASU ADE WESth, iia, wine Mee Aaa ened eR Ee eee 41 05 43.5 82 459 45.6
Ts. land 2 N.. R. 16 E., corner sees. 3+, 35, 2, and 3,

toad east and west: a. 22.0244 45 5¢4544 0039S be8sus 41 04 51.3 82 59 45.6
T. 1N., R. 16 E., corner secs. 3, 2, 11, and 10, road .

OS be reascesnt ecteenictss and aa eonibe aces LG Re Resse ea, GS 41 03 57.9 82 59 45.9
T.1N., R. 16 E., corner secs. 10, 11, 14, and 15, pike

DOE 4 eu hee wie Gad Baar Ge ey HS Gok RR OR REE ote 41 03 05.5 82 59 46.5

Bloomville, Pennsylvania Railroad crossing, 290 feet
east of switch block (azimuth of railway 308° 55’)..| 41 02 40.8 82 59 56.6
T.1N., R. 16 E., corner secs. 15, 14, 23, and 22, 10ads

east al west and northwest ................004. 41 02 13.3 82 59 46.8
T.1N., R. 16 E., corner secs. 22, 23, 26, and 27, road

CHSt-ON 2 WES so.8 sins tals Aaron a Ge kB RA Mara oes 41 O1 21.1 82 59 48.2
T.1N., R. 16 E., corner secs. 27, 26, 35, and 34, road

€ast:4nd WeStawnusiwtua nes Sei ethos oh agence ee sae 41 00 28.9 82 59 47.8
Ts. 1 N. and 18., R. 16 E., corner secs. 34, 35, 2, and

3, Toad east and West.........- 00.0.2 e eee eee 40 59 36.2 82 59 49.6
T.158.,R. 16 E., corner secs. 3, 2, 11, and 10, road east

BN WES bisccit tee FOS AERP RBA ete ee 40 58 45.3 82 59 49.7
T.158., R. 16 E., corner secs. 10, 11, 14, and 15, road
“Cash and Wesabe sis ssid pew saeee wind culevus Gaeewe 40 57 52.9 | 82 59 49.7
Northern Ohio Railway and road crossing (azimuth

897509) sis: ius eae cee ach be Me PERS ae cave wane eens 40 57 26.5 82 59 49.9
T.15S., R. 16 E., corner secs. 14, 15, 23, and 22, road

east and West .......0 cece cece ete eee ene 40 57 00.2 82 59 49.9
T.158., R. 16 E., corner secs. 22, 23, 26, and 27, road

eastand Wests. oc5s.0m sees eos oe oon Be a ee eas 40 56 07.9 82 59 50.0

T.18., R. 16 E., corner secs. 27, 26, 35, 34, road east
AI. WES Gi vasstza dw Oosln Gane Rodd wie ecu 8 oem cava a cateugys: Beant 40 55 15.5 82 59 50.4

 

 
204 PROGRESS REPORT

Geographic positions between Green Spring and Columbus, etc.—Continued.

 

 

 

 

Station. Latitude. Longitude.
° , ” ° ‘ ”
Ts. 1 and 2 5., R. 16 E., corner secs. 34, 35, 2, and 3,

road east and West ......... 0.0: cece eee eee aes 40 54 23.4 82 59 50.8
Broken Sword, cross roads at Ts. 1 and28., R. 16 E.,

corner secs, 33, 34, 3, and 4 .................000, 40 54 23.3 83 00 59.4
T.25., R. 16 E., corner secs. 3, 4, 10, and 9, road

Gast and wWeSti..g - asda seads Pex eug ee wed as Be ten 40 53 30.4 83 00 59.9
T.28., R. 16 E., corner secs. 9, 10, 15, and 16, road

CASU ATG WERE se oadae. ns. auile dipcisee dk. Mein MRAee Rite 40 52 38.2 83 00 59.9
T.25., R. 16 E., corner secs. 16, 15, 22, and 21, road

east and west, schoolhouse ..................505- 40 51 46.1 83 00 59.8
Ohio Central Railway, at road crossing (azimuth 126°

BOO Vi ai weciedars sia iduelsnant wun dasa Gearie y narod avs, waidylane Ste Sencaaat 40 50 49.8 83 00 59.5
Ts. 2 and 3 S., R. 16 E., corner secs. 33, 34, 3, and 4.| 40 49 08.5 83 00 59.4
Bucyrus; Pennsylvania Railroad crossing, 2 miles west

of (azimuth 273° 52%) occ sens aivdemae anese cue seaiey om 40 48 41.4 83 01 03.2
T. 38., R. 16 E., corner secs. 4, 3, 10, and 9, road east

GNA AWESES Soscd aedie cogadh Mig ae wet Rae a es 40 48 16.3 83 01 02.5
Northeast and southwest pike road and road south...| 40 47 38.8 82 59 53.4
Marion City, road northeast and southwest.......... 40 46 38.5 82 59 52.7
Columbus, Sandusky & Hocking Railroad crossing

(azimuth; 34°22"): nas oa atta eaeteg RM xeagalsegcte e's 40 46 81.7 82 59 14.9
Road east and west ......... 00.0.2 cece cee eee eee 40 44 47.4 82 59 29.9
Ts. 3and458.,R.16E., cornersecs. 34,35 2, and 3.

TOA: WESTER S pnceyhitcs Mead Muh wg Morera dante avin ya ue 40 43 55.0 82 59 42.5
Road east and West ........ 00... c cee eee eee eee 40 43 03.9 82 59 59.4
Crawford and Marion county line, road east and west| 40 42 11.1 83 00 15.6
Kirkpatrick, road east and west ................55. 40 41 18.9 83 00 30.7
T.45., R. 16 E., corner sees. 21, 22, 28, and 27, road

CaS ANd WESU 2 mandi baa s CA eee emays S 40 40 26.3 83 00 53.0
Rodd Gast:ANd West wok s ieee kee eee meee 40 39 07.4 83 01 08.7
Erie Railroad crossing (azimuth 248° 04’) ........... 40 37 05.3 83 01 44.8
T.558., R. 16 E., 14 corner between secs. 15 and 10..} 40 36 56.8 83 00 18.4
T.5S8., R. 16 E., corner secs. 15. 14, 23, and 22 ..... 40 36 04.6 82 59 44.1
T.558., R. 16 E., corner secs. 22, 23, 26, and 27, road

“northeast, due east Of .........0 0. eee ee eee eee ee 40 35 12:2 82 59 48.5
Rodd €aSt Aid WeSt acne ecca dees ne ceanl bes ma eae 40 33 43.1 82 59 44.9
T.68., R. 16 E., corner secs. 3,2, 11, and 10....... 40 32 34.0 82 59 44.1
T.68., R. 16 E., corner secs. 10, 11, 14, and 15, road

east: and West..cc2scasasss Ge cases yeh eee ee eea ke 40 31 42.0 82 59 44.2
T.65S., R. 16 E., corner secs. 15, 14, 238, and 22, road

CASTANG WEStixs asits dun wails AR Daa 9 8 dahon gen eet a TREN 49 30 48.9 82 59 43.8
T.65S., R. 16 E., corner secs. 22, 23, 26, and 27, road

east and west (church) ..........----- e+e eee ees 40 29 56.0 82 59 44.2
Road east. and Wé8t: soc cccsa es eee ck ee eee ee ene eee 40 29 29.7 82 44.6
Marion-Morrow county line....-...-- +--+ sees eee ees 40 29 08.1 83 00 25.9
Corner lots 15, 14, 20, and 21, road east and west..... 40 28 20.1 83 00 27.9.
T.7N., R. 18 W., corner lots 21, 22, 20, and 19, cross-

TOMS <4 shay ving Shwe dat ee AOU Rae Pee ESTES 40 27 21.6 83 00 32.0

 

 
TOPOGRAPHIC SURVEY.

Geographic positions between Green Spring and Columbus, etc.—Continued.

205

 

 

 

Station. Latitude. Longitude.
° , a” ° , ”
T.7N., R. 18 W., corner lots 12, 9, 8, and 13, road

NOrth and SOUth-wosue vee cnc es tne vs nea ee awa eew as 40 27 18.2 82 59 21.7
Westfield, 14 mile west of, center of bridge over Whet- ‘

SUGHE: RAVER. 2x. garstseeiacie- nnd bars doe Gus bai heus daeRuaL See 40 25 56.8 82 59 13.2
T.6N., R. 18 W., corner lots 13, 8, 7, and 14, pike

east and west (schoolhouse) ..................05. 40 24 43.0 83 00 04.2
Crossroads corner lots 15 (turn east)..............5- 40 23 49.9 83 00 10.6
Schoolhouse (turn south) ...................0.000. 40 23 48.8 82 59 40.7
Leonardsburg, 840 feet northeast of Big Four station..| 40 21 34.5 82 59 14.5
Leonardsburg, 1 mile southwest of, road crossing.....| 40 20 39.4 82 59 50.3
Road northeast and southwest..................... 40 19 58.3 82 59 53.5
Corner lots 19, 12, 11, and 20...................... 40 19 58.7 82 59 53.5
Big Four Railway crossing ...... Ss eRe fat ace kas he 40 19 53.6 83 00 33.0
T.5 N.. R. 18 W., sec. 3, lots 22 and 23 (Edin-Dela-

ware Pike northeast and southwest).............. 40 18 32.7 83 00 37.8
Pike east and west, where old railroad crosses ....... 40 17 46.6 83 00 59.2
On pike running southeast and northwest, road south| 40 17 17.7 83 00 57.2
Road east and west ........... 2.00. cece eee eens 40 16 08.1 83 00 02.2
Road west to Berlin station ...................004. 40 15 16.6 82 59 35.1
Ta Ns Rel Wa, SECS. 2), I, By Bunn ses nan auleavere ned 40 14 58.2 82 59 11.9
Cheshire, 1 mile west of, State road north and south..| 40 14 22.4 82 58 45.9
Road east and wWeSt ........ 00.000 cece cece ee nea ee 40 12 59.2 82 59 04.8
Road east and weSt ........-... cece cece eet e eens 40 11 54.2 82 59 24.0.
T.3N., R. 18 W., corner secs. 2,1, 4,3.-.......... 40 10 26.2 82 59 31.8
Road east and west ............ 0.0 cece cece eee ee 40 09 26.0 82 59 42.3
RGACHCAS tierce cif ayare ite Brive gttaud SGld Uap Carty ba enalh Rae 40 08 44.7 82 59 58.4
Delaware-Franklin county line, road east ........... 40 08 10.2 83 00 16.4
Crossing under Big Four Railway. turn south on rail-

WEYe se. aie euiehs oa de bes siderrugursonead vue eine w es 40 08 07.6 83 00 19.0
Flint, road crossing 210 feet north of station ........ 40 07 38.3 83 00 16.9
Road erossitig® ia i2 sh cee ns ted es tee ee ae eels ww nds 40 06 33.3 83 00 12.3
Worthington, 34 mile south of, junction Columbus,

Sandusky and Hocking Valley and Big Four Rail-

WAYS cicigscnd ie steer je ads Be Bale e wie ms sitld Seat are we 40 05 10.9 83 00 06.4
Road, Crossing sieve aie angen ge kde SORE oe aes 40 03 42.0 83 00 00.0
Road crossing sisuyssaevesd $a2e eae eee eae eee was 40 01 58.6 82 59 52.6
Mock road crossing, east and west.................. 40 00 54.1 82 59 47.9
Columbus, intersection North Fourth street and Wy-

BNGOTE AVENUE. osc cece vent aew eR wn wae eae 40 00 36.3 82 59 53.4
Columbus, intersection North High street and West

Lane avenue: aisevies nievas devia aoe es Geese dag es 40 00 21.9 83 00 33.8

 

 

 
206 PROGRESS REPORT

Geographic positions along highways from Oak Harbor west to about meridian 83°
15’, thence south following near said meridian to about parallel 41° 15’ thence
cast following near said parallel to a point nearly south of the United States
Lake Survey triangulation station Townsend.

 

 

 

 

 

Station. Latitude. Longitude.
° , a” ° i 4
Oak Harbor station, 700 feet east of, crossing north

BING SOUC Mee ice PSs d AG. ede Ge. oes Sg ie Aa a MeN 41 31 11.8 83 08 44.4
T.6N., R. 14 E., corner sees. 15, 16, 21 and 22, road} (21 00 00.0

eanband wea: sa aus eaves tele ects ee : a 28 21.1 } 83 1828
Road east and Tesh. cg fe aed Vibes oh SOW oan ca at bias Sa rea ke ge | 41 27 54.9 83 14 28.0
TROAGLCASE ainendacs caved tule mid eee aeneaadaahw ena 41 26 37.0 83 14 26.5
Lake Shore Railway (azimuth 314° 41’ 20”) ........ 41 25 58.1 83 14 25.8
T.5N., R. 14 E., corner secs. 3, 4,9, and 10, road east] 41 24 49.5 83 14 26.4
Hessville, crossing electric railway in southeast part} 41 24 03.5 83 14 32.6
Road east and WeSt.......... 0.00 eee eee eee 41 22 13.4 83 13 23.8
T. 5 N., R. 14 E.. corer secs. 26, 27, 34 and 35 T.

TOS WESE: sick couse Seles Nea soe Sala Nhs Dates 41 21 21.2 $3 13 25.7
Ts. 4and 5 pe R. 14 E., corner secs. 2, 3, 34 and 35.| 41 20 29.1 83 13 27.9
Corner secs. 2, 3, 10 and n, road east and west...... 41 19 33.0 83-13 32.7
Road east oid WES bins aay ween wr bea es mer eeen 41 16 55.3 83 14 07.6
Lake Erie and Western Railroad (azimuth 48° 50’) ..] 41 16 37.3 83 14 07.3
Roads north, east, south, and west................ =| 41 16 02.6 83 14 06.8
Road southwest .......... 0000 cece eee ene 41 16 05.6 83 12 21.8
Road NOrtheist: .acexae cedar sarnand earn coed aes 41 16 17.2 83 12 08.6
Road north, south, east, and west................-. 41 15 43.4 83 11 16.4
Road north and south ........... 000.0 c cece eee aes 41 15 45.1 83 10 04.8
T.4N., R. 15 E., center section 33................. 41 15 47.7 83 08 26.4
T.4N., R. 15 E., 14 corner between secs. 33 and 34.| 41 15 48.7 83 07 52.5
Ts. 3 and 4.N., R. 15 E., corner secs. 3, 4, 33 and 34.| 41 15 22.1 83 07 53.9
Ts. 3 and 4N., R. 15 E., corner secs. 2, 3, 34 and 35,

LOA NOD a sascele eae aon dee Ree din saw Aa aia eae 41 15 22.9 83 06 44.3
Ts. 3 and 4.N., R. 25 E., corner secs. 1, 2, 35 and 36,

road northiand southie. ¢25ds e440 sea gh bce Wacne sx 41 15 23.5 83 05 31.4
Ts. 3and4N., Rs. 15 and 16 E., corner secs. 1, 6, 31,

and 36, rondd MOL <2 siawdedince eaOau caer edaonex 41 15 23.7 83 04 21.9
Ts, 3 and 4 N., R. 16 E., corner secs. 5, 6, 31 and 32] 41 15 23.3 83 03 15.6
Green Spring, crossing main street ...............5. 41 15 23.2 83 03 07.4
Big Four Railway crossing (azimuth 27° 28’)..... 41 15 22.8 83 02 52.5
Ts. 3and 4N., R. 16 E., corner secs. 3, 4, 33 and 34..| 41 15 20.2 83 00 49.1
New York, Chicago and St. Louis Railroad crossing..|_ 41 15 20.1 83 00 46.8
Ts. 3 and 4.N., R. 16 E., corner secs. 2, 3, 34 and 35,

TORO SOU GH sexes eacsuaen splecaden eae eas rent nena My athe eke 41 15 20.2 82 59 39.5
Ts. 3and4N., R. 16 E., corner secs. 1, 2, 25 and 36,

road north and south... 22.00.20. ..0 0. c cece eee 41 15 20.4 82 58 30.6
Ts. 3and 4N., Rs. 16 and 17 E., corner secs. 1, 6, 31,

and 36, road north and south ................... 41 15 20.2 82 57 21.1
Ts. 3 and 4N., R. 17 E.,, corner secs. 5, 6, 31 and 32,

road north and south................ 00 ee eee eee 41 15 20.0 82 56 11.4
Ts. 3and 4N., R. 17 E., corner secs. 4, 5, 32 and 34

road north and south.......... cece e eee e eer eee 41 15 19.6 82 55 02.1
TOPOGRAPHIC SURVEY. 207

Geographic positions along highways from Oak Harbor, ete.—Continued.

 

 

 

Station. Latitude. Longitude.
fo} é ” ° a
Ts. 3and 4N., R. 17 L., corner sees. 3, 4, 33 and 34,

road north and south.............2 0.0.20 e eee eee 41 15 19.2 82 52 52.2
Road northeast and southwest .................04. 41 15 18.7 82 52 19.1
Road north and south ...............0 0000000000) 41 15 18.5 82 51 32.5
Hocking Valley Railway (azimuth 207° 25’) ......... 41 15 18.3 82 50 48.6
Road north and south ...........2-......2-0 00005 41 14 49.8 82 48 09.2
Lake Shore Railway (azimuth 307° 31’) ...... ...... 41 15 34.5 82 46 58.4
Road north and south ............. ihe ste. sate 3 41 15 34.6 82 45 50.9
Road NorthWest sowed sania sedan eae esa § 41 15 21.8 82 44 43.4
Monroeville, north part of Baltimore and Ohio Rail-

TOA CPOSSING® i jieees dase eae yeh ede RK EERE 41 15 02.5 82 41 52.2
Road northeast and southwest .................0-. 41 15 00.8 82 41 04.0
Road north and south ............... 020: eee ee eee 41 14 59.5 82 39 55.2
Norwalk, corner Whittsey and Washington streets..| 41 14 58.7 82 37 12.6
Norwalk, junction Lake Erie and Lake Shore rail-

Way8 sacceisan eae ad dramas erates an enhs ‘..{ 41 14 52.4 82 36 09.6
T.3N., R. 22 E., corner secs. 1,2, 3 and 4......... 41 14 58.9 82 35 25.8
Road north and south ............. 0.00. e ee ee eee 41 14 58.0 82 33 57.6
Road north and south ..............00. cee eee eee 41 14 56.7 82 31 58.0
Road north and south .................00 eee eee 41 14 53.5 2 29 30.8
Townsend, United States Lake Survey triangulation

BUAUION se decd otc eho gs Gea AA wh ee We ee al 41 15 43.5 82 29 00.6

 

 

 

Geographic positions from Townsend triangulation station eastward along or near
parallel 41° 15’ to meridian 82° 15’, thence northward to Brownhelm triangu-
lation station of the United States Lake Survey.

 

 

 

 

 

Station. Latitude. Longitude.
° , “un ° ‘ ”
Road north and south ....... 06... sees eee eee ee 41 14 51.6 82 28 01.8
T.4N., Rs. 20 and 21 W., corner secs. 1, 2, 3and4..| 41 14 50.7 82 26 32.6
Wakeman, road north through center of ............ 41 14 51.0 82 24 08.4
T.4.N., 20 W., corner secs. 1, 2,3 and 4............ 41 14 51.5 82 23 31.1
Road north and south ............. 0c eee eee eee 41 14 16.8 82 21 40.8
ROSAOFEN: gatas Goes Kinaicancn tee au bans debebane aula sae 41 14 16.5 82 20 50.5
Road NOLL’ ccs aks-2dxetabancot mand meat med eae 41 14 15.7 82 19 56.3
T. 4, R. 19, lots 29, 28, 4 and 5, corner between sub-
districts:3:and! 4: .s.c.4sakcugsghiaaea rans a iret 41 14 15.3 82 18 16.2
Road north and south .......... 0.2020 e eee e eee 41 14 15.3 82 17 22.8
T. 4.N., Rs. 18 and 19, corner between subdistricts
AU Bias 2 nat eacesiin wine, de Ae a ey BAR Cie BES 41 14 14.7 82 16 06.9
Road north and south ........... 0.00 sees e eens 41 14 14.1 82 15 23.1
T. 4, R. 18, T. lots 75, 76, 85 and 86, Center Pitts-
Gl sides ocd Sea Chea eaten cr eR ta dee ee ene ees 41 14 13.4 82 13 07.1
208

PROGRESS REPORT

Geographic positions from Townsend triangulation station, etc.—Continued.

 

 

 

Station. Latitude. Longitude.
° t ” ° , a”
Crossing electric railway, run north on railway ...... 41 14 13.4 82 13 06.8
Road east and West ....... 0.0 cece cece eee cree eee 41 15 55.6 82 13 03.0
Crossing Lake Shore Railway.............5....0.05 41 16 53.1 82 14 12.6
Road eastiand Westiess.e1cervedar cus aces tees cud y 41 17 40.6 82 14 19.0
T. 5, R. 18, corner lots 53, 54, 63 and 64, road east..| 41 18 32.3 82 14 17.1
South Amherst, cross roads at ......... 0.000200 eee 41 21 27.2 82 14 26.0
Crossing Lake Shore at stone quarry No.6 ......... 41 22 09.7 82 15 11.0
Crossing Lake Shore at stone quarry No.6 ......... 41 22 14.1 82 15 10.9
Cross TOGdS naxae celnwys oaea gee eg eae ee aati 41 22 42.8 82 15 10.6
Shore Rice, in front of machine shop .....,......... 41 22 46.3 82 15 26.9
T. 6, R. 19, corner lots 38, 39, 42 and 43, Brownhelm
POSLOMICEs 5 canis arises deecd oud guns aarten EP PaR CR Ceres 41 23 20.9 82 16 58.1
Brownhelm, United States Lake Survey triangulation /
SHALOM io. ggg vne sei ereos eae Some vedere 41 23 18.5

 

 

82 18 28.8

 

PRIMARY TRAVERSE, 1902.

The following geographic positions were determined from primary
traverse run by J. R. Ellis in 1902. The line starts from Loveland, Bal-
timore and Ohio and Pennsylvania Railway crossing located by primary
traverse in 1900 and follows the Pennsylvania Railway to Middletown
Junction, thence along highways to Little Muddy Creek on Cincinnati,
Lebanon and Northern Railway, following this road 3 miles, fhence along
highways to Red Lion, thence west through Blue Ball and Darton, west
and south through Wood and Preston, thence south and east and con-

nected with Madisonville station.

Geographic positions along the Pennsylvania Railroad between Loveland and Middle-

town Junction.

 

 

 

Station. Latitude. Longitude.

° , a” ° ‘ ”
Loveland railroad crossing ...............000 eee 39 16 00.6 84 15 31.9
Road crossing north and south ................005. 39 16 51.3 84 15 35.1
Road crossing under trestle .........-.6.e0e eee ene 39 18 27.7 84 15 23.5
Foster, road crossing at.......6.... scene eee eee t../ 39 19 19.0 84 15 03.4
Road crossing north and south ..........-...+..05- 39 21 05.1 84 14 27.8
Road crossing northeast and southwest ............ 39 22 17.2 84 14 42.3

 

 

 

 
TOPOGRAPHIC SURVEY. 209

Geographic positions along highways.

 

 

 

Station. Latitude. Longitude.
° ? n ° f a

CrOSSrOads secs ss nije cow yee Hina Sakae nike Savin Benne 39 23 30.0 84 14 52.9
Road crossing north and south .................0.. 39 24 34.0 84 14 35.4
Road southeast). sos23s03 tes de esoum soe ewdnue see cs 39 26 54.6 84 14 06.4
Bridge over creek south.............. 000000. e cue 39 28 06.1 84 14 16.2
Red Lion, T. 3 E., R. 4.N., center section 15 ....... 839 29 28.2 84 14 55.4
WP  TOAd-SOUtH. 3.44 aia as es Celanese sok ae Gah 39 29 31.1 84 16 23.7
WD, POSE MOP .c.02.0 de eas tind oa dedi gene Skee 89 29 35.7 84 17 32.2
CrosStOadsi 2%. ons awh ee aie aie diads meade esa paleleay 39 29 36.6 84 19 00.1
Blue Ball, crossroads at ......... 00. cece cence ees 39 29 37.4 84 20 09.6
Terodd: West: s ans ee ney dx beeen es eee Cow eR et 39 28 26.0 84 20 32.1
Middletown and Cincinnati Railroad at road crossing.| 89 28 30.0 84 21 49.1
T.3E., R.4N., corner secs. 20, 26,25, 19.......... 39 28 34.5 84 23 44.8
Electric railway crossing ...................000005 89 28 52.1 84 25 09.3
Trenton, crossing State street and Cincinnati, Ham-

ilton and Dayton Rairoad ............ 0.0.0. 39 28 52.6 84 27 09.9
Ts. 4 and 5 N., Rs. 3and 4E., corner of............ 39 28 51.0 84 28 35.8
Ts. 4and 5 N., R. 3 E., corner secs. 1, 2, 35, 36 .....] 39 28 49.8 84 29 43.5
Road crossing north and south .................... 39 29 05.2 84 30 41.9
Road crossing north and south .............0e0s eee 39 29 30.9 84 31 58.7
T.5N., R.3E., corner secs. 28, 29, 32, 33.......... 39 29 40.2 84 33.06 7

Seven-mile station, crossing Pittsburgh, Cincinnati

 

 

Chicago and St. Louis Railroad, 1 mile northwest of] 39 29 39.3 84 34 15.6
Road crossing north and south ..............00005 39 29 28.0 84 36 30.5
road NOL! wn vase Ae aay Se Ved eee see sus wees ee 39 29 37.6 84 38 13.8
T.5 N., R. 3 E., corner secs 27, 28, 33, 34..........- 39 29 37.7 84 38 46.7
Road north and south ....... 0... cece eee 39 29 34.7 84 40 49.8
T.5N., Rs. 1 and 2 E., T. road east near corner secs.

3025, BO, BL a ivelaiad yuh t wea mp eons eed board eS 39 29 36.6 84 41 47.2
Pike northwest and southeast................0.005 39 28 49.9 84 42 43.5
Wood, crossing of Cincinnati, Hamilton and Dayton

Railroad, west of station...............0.02 000s 39 27 30.1 84 43 00.1
T.4N.,R.1E., corner secs. 11, 12, 13, 14.......... 39 26 59.2 84 43 17.9
T. 4, N., R. 1 E., corner sees. 13, 14, 23, 24.......... 39 26 07.1 84 43 17.5
Road northwest and southeast ......:...........-. 39 25 13.6 84 43 44.6
St. Charles T., road north at .............00 00 ce eee 39 23 30.6 84 44 30.3
T.3N., R.1E., corner secs. 2, 3,10, 11............ 39 22 40.5 84 44 21.3
T. 3N., R. 1 E., corner secs. 10, 11, 14, 15.......... 39 21 48.4 84 44 21.6
Crossing Cold Wail Pike .................20 00000 ee 89 20 16.5 84 44 22.8
T. road south (gravel) ....... 0.0.0. c cee eee eee es 39 19 00.8 84 43 50.4
Preston postoffice, west end of bridge, one-half mile

CABUOE: Sap oe hick gf SEAR Meee ge Re ee oee EES 39 16 33.8 84 43 51.9
T.2.N., R. 1 E., corner secs. 14, 15, 22, 23.......... 89 15 41.8 84 44 25.2
T. 2 .N., Rs. 1 and 2 E., corner secs, 7, 12, 13,18 ....] 39 16 33.9 84 42 11.4
Corner secs., numbers not given .................505 39 16 33.8 84 41 03.9
Sater postoffice, north end of iron bridge at ......... 39 15 50.4 84 40 02.6
Sater postoffice, corner sec. 1 mile southeast of ...... 35 15 11.6 84 39 33.9
Barnerburg tollgate, crossroads at ...........-..5-- 39 13 58.5 84 37 41.4
CROSSPOAOS! isis « sie eedtad eunid F eu ol oe Hel oe eS ee GDS 39 13 15.6 84 36 04.9

14—T. 8.
210 PROGRESS REPORT

Geographic positions along highways—Continued.

 

 

 

Station. 7 Latitude. Longitude.
° ’ ao ° t w
Grossbeck, crossroads at 1... 00. c cece teen e ees 89 13 13.0 84 35 09.6
T.3N., R. 1 E., corner secs. 26, 32, 31, 25.......... 39 13 05.3 84 32 57.7
Carthage, crossing Fifth street and Cincinnati, Hamil-
ton and Dayton Railroad ..................0006- - 39 11 54.5 84 28 56.9
Madisonville station........... 0.0: e cece eens 89 09 26.0 84 23 49.0

 

 

 

MASON AND HAMILTON QUADRANGLES.

Additional control for the Mason and Hamilton quadrangles was
obtained by J. R. Ellis, topographic aid, who ran a line via highways
approximately on the meridian of 84° 30’ between Carthage and Tren-
ton established by him in 1902.

Geographic positions along highways.

 

 

 

Station. Latitude. Longitude.
° t ” ° - ”
Carthage, crossing of the Fifth street and Cincinnati,

Hamilton and Dayton R. R......... 0. eee eee 39 11 54.5 84 28 56.9
Hartwell, Clark avenue, east ............0. 00.0000. 39 13 18.9 84 28 22.6
Parkplace, Allen avenue, West ..............-0.00. 39 14 32.7 84 28 15.5
T. 3.N., R. 1 E., corner secs. 4, 5, 10, 11, Sullivan

FOAM CaSb.ah wy vawworen gh yapaueseenule sade’ vx sare 39 15 28.9 84 28 09.7
Springdale, Banklick road east and west ........... 39 17 13.8 84 29 04.9
Butler and Hamilton county line, road east ......... 39 18 06.9 84 29 04.9
Jones crossing of road and Cincinnati, Hamilton and

Dayton Re Roe.s cece ect aint ne ie dane ene a hie 39 19 20.3 84 29 37.5
Flockton, crossing of road and Pennsylvania R. R....| 39 21 08.7 84 29 25.6
Hamilton and Princeton pike, east and west ........ 39 23 22.9 | 84 28 48.6
Flenners Corners, road northeast and southwest ..... 39 24 58.1 84 28 29.9
Woodale, road intersection ......... 00.00. scene 39 25 58.4 84 28 31.5
Ts. 4and 5 N., Rs. 8 and 4 E., corner of............ 39 28 51.0 84 28 35.8

 

 

 
TOPOGRAPHIC SURVEY. 211

PRIMARY TRAVERSE, 1903.

FRANKLIN, MADISON, CLARK, MONTGOMERY, DARKE, MERCER AND
VAN WERT COUNTIES,

(London, South Charleston, Springfield, Dayton, Brookville, Greenville,
St. Henry, Celina and Van Wert Quadrangles.)

The following geographic positions were determined from primary
traverse in 1903 by Mr. George T. Hawkins, topographer. The line starts
from the adjusted position of crossing of the Pennsylvania and Toledo
and Ohio Railways about 5 miles northwest of Columbus, follows Toledo
and Ohio Railways southeast to edge of Columbus, thence along Pennsyl-
vania Railway to London, thence along Big Four Railway to Springfield,
thence along the Erie and Big Four Railways to Dayton, thence along
the Pennsylvania Railway and the Dayton and Union Railroad to Green-
ville, thence along Cincinnati Northern Railroad to Haviland and con-
nected with line run in 1901.

This work was supplemented by 430 miles of primary traverse run
by Mr. J. R. Ellis, topographic aid, along public highways, following the
parallels and meridians as closely as possible, the lines being tied and
adjusted to positions located by Mr. Hawkins’ line.

Geographic positions along the Pennsylvania Railroad from a point 5 miles northwest
of Columbus to London.

 

 

 

Station. Latitude. Longitude.
° , ” °o ‘ ”
Ohio Central and Pennsylvania Railroad, northwest

of Columbus, crossing of ......... Sau aaeavieat 40 00 04.5 83 05 57.4
Sullivan road crossing, .75 miles north of ........... 39 57 58.9 83 04 38.8
Pike and telephone road crossing .................. 39 57 55.1 83 05 43.5
Milepost 6, road crossing 400 feet west of ........... 39 57 51.7 83 06 40.5
Milepost 8, road crossing 200 feet east of............ 39 57 44.3 83 08 47.3
Milepost 8 and 9, road crossing between ............ 39 57 42.1 83 09 27.6
Alton, road crossing at .....-....0 000 c eee eee eee 39 57 40.3 83 10 00.9
Pike and telephone road crossing northwest and south-

CASE: SS niin a saan wets nnd ie tad teresa k 89 57 33.2 83 12 12.0
Overhead road crossing ............ 00s eee eee 89 57 27.5 83 13 57.3
Pike and telephone road crossing .................. 39 57 16.8 83 15 16.6
West Jefferson Station, road crossing at ............ 39 56 48.6 83 16 08.9
West Jefferson, National road crossing.............. 39 56 40.3 83 16 23.9
Milepost 19, north and south road crossing 350 feet

WestOl avs dekeite ves doves deb cn ebb ee Rees geass 89 55 06.5 83 20 34.5
Milepost 20, north and south road crossing 100 feet

CSSb OF i aiias riya sras aan glean ae ira Waa ee ae eins Calan 2 89 54 49.1 83 21 31.0
Milepost 22, north and south road crossing .25 mile

WESE OF Sivan idee cin ogee aware yarcen neanag haere 39 54 01.7 83 23 48.4
London, crossing of “ Big Four” Railway °.......... 39 53 04.7 83 26 33.5

 

 

 
212 PROGRESS REPORT

Geographic positions along the “ Big Four” Railway between London and Springfield.

 

 

| |
Station. Latitude. Longitude.

 

° t uo ° c a
London, road crossing west of station .............. 39 53 03.2 83 26 45.6
London, High street crossing ..................... 389 53 01.5 83 37 08.8
Gra Vel. road CrOSSING. eis. aia.5 oie eles an de 8 Bes eae whe 39 53 16.4 83 30 01.0
Myers, road crossing .25 mile west of .............. 39 53 25.3 83 31 45.3
Ditt: road crossing’ giissc24seess Cog ve vee eee nees es 39 53 30.7 83 33 10.5
Gravel road and telephone road crossing ........... 39 54 33.01 | 83 46 15.8
Detroit Southern Railway, crossing of ............. 39 54 37.4 83 46 33.5
Springfield, Limestone street car line, crossing of ....|_ 39 55 20.2 83 48 31.0
Springfield, National road crossing of............... 39 55 35.3 83 50 32.3
Overhead road crossing ................-. 0000 eee -39 55 10.1 83 51 41.6

 

 

 

Geographic positions along the Erie Railway between Durbin and Milepost 376.

 

 

 

Station. Latitude. Longitude.
° , u” ° ’ a”
Durbin, milepost 396........0 0... cc eee cee e ee eee 39 54 42.5 83 53 21.7
Snyderville road crossing ........-.....20- see ee ee 39 54 04.7 83 54 48.1
HEinOn rOad Crossing s...2sce soc ieccatesie sua pa pre's ee Metra ae ai 39 53 22.6 83 56 08.6
Mileposts 375 and 376, road crossing halfway be-
TWEEN. ap cn canes eyes Gees GRE AG A? rea SoA ae ease 39 51 53.1 83 59 38.6
Mileposts 376 and 377, road crossing one-half way
DOCWEEN iacaet eatin tule dees sAaiau ual hmtlun eis 39 51 28.1 84 00 37.9

 

 

 

Geographic positions along the “Big Four” Railway between Osborn and Dayton.

 

 

 

Station. Latitude. Longitude.

° v a” ° , ”
Osborn station, road crossing one mile north of ..... 39 51 11.6 84 01 11.9
Osborn, road crossing north of station ............. 39 50 39.2 84 01 58.8
Osborn, road crossing north and south.............. 39 50 33.9 84 02 05.7
Gravel road and telephone road crossing ........... 39 49 43.4 84 03 04.8
SIMMS, Toad: crossing at: x ssawayardibesdaverat ens es 89 48 35.8 84 04 23.9
Pike and telephone road crossing east and west .....| 39 47 12.9 | 86 06 42.6
Harshman, road crossing at ..-.....6.0. eee e eee 39 46 54.8 84 07 14.7
Street car trestle, road crossing at ..........5..0es 39 46 41.2 84 08 22.9
Dayton, Third street car track crossing of........... 39 45 40.3 84 10 55.5
Dayton, First street car line east of station, crossing of.) 39 45 18.8 84 11 32.4

 

 

 
TOPOGRAPHIC SURVEY. 213

Geographic positions along the Pennsylvania Railway between Dayton and Dodson.

 

 

 

 

 

Station. Latitude. Longitude.

° f “u ° y ”
Dayton, Germantown street crossing of ..°......... 39 45 04.1 84 12 24.0
Dayton, Third street car line crossing of ........... 39 45 20.6 84 12 57.2
Wagon bridge, crossing at northend of ............ 89 46 01.5 84 14 09.9
Road crossing north and south .................... 39 46 26.7 84 15 12.5
Cincinnati, Hamilton and Dayton Railway. crossing of] 39 46 44.2 84 15 55.9
Milepost 35, road crossing 300 feet west of .......... 39 47 23.0 84 17 33.0
Trotwood, road crossing north and south at ........ 89 47 50.1 84 18 40.6
Milepost 33, road crossing one-third mile west of.....| 39 48 17.4 84 19 48.9
Mileposts 31 and 32. road crossing between ......... 39 48 43.5 84 20 53.9
Airhill, road crossing north and south .............. 39 49 10.5 84 22 01.0

Mileposts 29 and 30, road crossing north and south

DEEWEEN 362.05 csais eae ea eelradiardl acne ae aan ts 39 49 38.4 84 23 10.2
Brookville station, road crossing 200 feet west of ....| 89 50 13.1 84 24 36.9
Milepost 27, road crossing north and south ......... 89 50 33.6 84 25 28.4
Dodson, road crossing north and south ............. 39 51 02.1 84 26 40.1

 

 

 

Geographic positions along the Dayton and Union Ruilroad between Bachman and

 

 

 

 

 

Greenville.
Station. Latitude. Longitude.
° , u ° t u

Bachman, crossing of National road ............... 39 51 46.4 84 27 29.0
Wengerlawn, road crossing east and west ........... 39 52 26.2 84 27 58.9
Wrights road crossing .......... 000. eee e eee eens 39 53 20.4 84 28 40.0
Gillispee’s road crossing, 30 ..............0- 000005. 39 53 55.1 84 29 06.0
West Baltimore, road crossing ..............+0000- 89 54 12.6 84 29 19.0
Mileposts 20 and 21, north and south road crossing

between .-s.8a coe eee eee: Ge tae eeedaos Be what 39 54 41.5 84 29 40.6
Gordon, street car line and road, crossing of......... 39 55 58.0 84 30 37.7
Milepost 23, east and west road crossing 1,000 feet

MOrth Of oes Gelade ho tee gegen iss ey toes wey Ae te 39 56 49.8 84 31 16.5
Mileposts 24 and 25, east and west road crossing be-

tWEED asesccscws cade eaneicw anes eee Oe ageless 39 57 41.5 84 31 55.8
Mileposts 25 and 26, east and west road crossing be- :

tween ..... Fo dandeaie Sindy 8 detent: its Sealttrabaa an decusS teas Seees ens s 39 58 33.6 84 32 35.2
Arcanum, crossing ‘‘ Big Four” Railway ............ 39 59 16.3 &4 33 07.5
Arcanum, road crossing east and west ............. 39 59 19.8 84 33 10.1
Tron Bridge, road crossing east and west ........... 40 00 19.2 84 33 54.6
Mileposts 28 and 29, road crossing between ......... 40 01 00.3 84 34 25.2
Delisle, road crossing at ........6. 0.0.0 eee eee eee 40 01 10.9 84 34 33.0
Jaysville, road crossing east and west at ........... 40 02 55.4 84 35 50.0
Mileposts 32 and 33, road crossing between ......... 40 03 47.9 84 36 29.0
Mileposts 34 and 35, road crossing between ......... 40 05 16.7 84 87 33.3

 

 

 
214 PROGRESS REPORT

Geographic positions along the Cincinnati Northern Railroad between Greenville and

 

 

 

 

 

Haviland.
Station. Latitude. Longitude.
° , ” ° , ”
Greenville, Dayton and Union and Pennsylvania}: /

Railways, crossing Of ......... 6.0.00 see ee eee 40 05 43.5 84 37 38.2
Greenville. crossing north of Dayton and Union sta-

THOM: ed nda scan Bhs Sacks Risk Sea REAP RES SS ERE 40 05 58.8 84 37 40.0
Greenville, crossing of Dayton and Union Ry........ 40 06 30.1 84 38 23.3
Road crossing northwest and southeast ............ 40 07 19.6 84 38 47.6
Road crossing east and west .......-....5-+ see eee 40 08 10.2 84 38 47.8
Road crossing east and west ......--. 0.00. see eee 40 09 02.8 84 38 48.0
Church, road crossing 500 feet west of Meekers, cross-

ing Pennsylvania ..........-. 00 0c cece eee ee 40 09 55.6 84 38 47.9
Pennsylvania and Dayton and Union Railways at...| 40 10 16.6 84 38 47.9
House, road crossing east and west, 200 feet south- e

CASE Of eiuits aise day cp eae sean ogee San Meco dears 40 11 35 1 84 38 37.0
Road crossing east and WeSt..............4...0.005 40 12 27.9 84 88 24.9
Ansonia, crossing ‘Big Four’ and Dayton and Union

USI WAS ae ciialig cuss nidds wien dagonaee ind adsageren | 40 12 48.4 84 38 24.9
Road crossing east and west.......... 6.000 e seen eee 40 13 31.4 84 38 35.2
Bridge, east aud west road crossing west of......... 40 15 02.5 84 38 34.7
Oak tree, east and west road crossing 150 feet south-

WESt Of saved icgkirpamifoaarist oh directeur dk ea wa Ens 40 15 54.4 84 288 32.6
Rossburg, east and west road crossing at........... 40 16 46.6 84 38 22.8
Road crossing, east and west. ........- 000... .0.0085 40 17 38.8 84 38 37.6
Trestle, road crossing under railway at south end of | 40 18 31.2 84 38 37.1
Road crossing east and west...................000. 40 19 23.7 84 38 36.6
New Weston, road crossing at .........0..0.0.-000. 40 20 15.8 84 38 36.2
Gilbert,-roud: crossing at oi) 6.4) sa ax seiner na gereue 40 21 07.6 84 38 36.1
Road crossing east and west........-.........0000. 40 21 59 8 84 38 36.1
Road crossing east and west........ 0...........08. 40 23 32.9 84 38 36.1
Road crossing east and west........6....200. eee ee 40 24 25.3 84 38 36.1
St. Henry, road crossing at..........0......0.00005 40 25 05.0 84 38 36.1
Road crossing east and west.........-..00. 00s ee aae 40 26 10.8 84 38 36.1
Baradees, road crossing at ...........0...2.0000 00 40 27 03.3 84 38 36.0
Road crossing east and WeSt........6.....0 00-0 eae 40 27 55.9 84 38 16.3
Coldwater, road crossing at .....0.......000 00s eee 40 28 47.9 84 37 38.4
Blind siding, road crossing east and west, 200 feet :

SOUGH OF se stinces wits arcing aad Gi Ha Secon Oe Date AKL 40 30 07.5 84 36 32.1
Pike, crossing east and west.................00005. 40 31 39.5 | .84 35 05.5
Celina, main road crossing in southwest part of ...... 40 32 46.0 84 34 35.8
Cemetery, road crossing east and west at ........... 40 33 38.1 84 34 39.8
Road crossing cast and west.......... 0.000000 e eee 40 34 30.6 84 35 09.5
Road crossing cast and west........ 00.0000. 020 00 e. 40 35 49.8 84 35 53.8
Schoolhouse, cast and west road crossing, .25 miles

WestiOl seu sce ss ced ones Hea ee Reed Pelee Eas 40 36 42.3 84 36 23.7
Road crossing cast and West........0...20. 0c eee 40 37 34.8 84 36 53.8
Tana, road crossing east and west at .........-.-+-- 40 38 01.1 84 37 08.9
Schoolhouse, roud crossing 800 feet west of.......... 40 39 19.3 84 37 52.7
Road crossing east and west......-- ++. ++ - seer eee 40 40 38.1 84 38 33.4

 
‘TOPOGRAPHIC SURVEY. 215

Geographic positions along the Cincinnati Northern Railroad bewteen Greenville and

 

 

 

Haviland—Continued.
Station. Latitude, Longitude,
° t “ ° i ”
Rockford, road crossing at .......... 000.2 eee e eee 40 41 27.2 84 38 43.6
Road crossing northeast and southwest............. 40 41 53.5 84 38 42.0
Road crossing north and south .................00. 40 42 54.3 84 38 16.7
Schoolhouse, road crossing east and west, .25 miles :

Cast Ol stiles aitauscnimnscrone Nea Owna sw aisdgnciant 40 44 33.3 | 84 37 34.0
Pipeline and road crossing east and west........... 40 45 25.9 84 37 11.3
Ohio City, Clover Leaf Ry., crossing of............. 40 46 13.2 84 36 51.9
Ohio City, crossing telephone line and street..... ...| 40 46 18.6 84 36 49.7
Road crossing east and West..............05-. ee eee 40 47 11.2 84 36 28.4
Road crossing east and west............0 04-0 e eee 40 48 03.6 84 36 07.0
Road crossing east and west 100 ft. west of pike ....| 40 49 22.3 84 35 27.1
Road crussing east and west...................000- 40 50 14.8 84 35 26.7
Van Wert, crossing of main road in southwest part of] 40 51 55.2 84 35 27.0
Van Wert, Pennsylvania Ry. crossing of............ 40 52 20.4 84 35 19.1
Road crossing east and WeSt.............00.0000008 40 54 11.2 84 34 53.2
Bridge, east and west road crossing 300 feet west of..| 40 55 03.4 84 34 53.5
Bridge, east and west road crossing 400 feet west of..| 40 56 21.9 84 34 54.1
Cavett Station, road crossing at .................05 40 56 48.0 84 34 54.3
Road crossing east and West.................52006. 40 57 40.4 84 34 54.7
Sawmill, east and west road crossing at............. 40 58 32.6 84 34 55.1
Scott, east and west road crossing at ............... 40-59 25.0 84 34 55.3
East and west road crossing...........20..0.- eee 41 00 17.5 84 34 55.4
Haviland, Findlay, Fort Wayne and Western and Ee!

Cincinnati Northern Railways, crossing at.........| 41 01 08.0 84 34 56.0

 

 

 

 

 
216 PROGRESS REPORT

LONDON QUADRANGLE.

This line starts from an adjusted position four miles north of West
Jefferson, follows public highways as near as possible along the north and
west borders of the London Quadrangle connecting with adjusted posi-
tion at Sedalia.

Geographic positions along highways.

 

 

 

 

 

Station. Latitude. Longitude.
° t ” “« ° t ”

West Jefferson, four miles north of T. road southwest

all SCHOOINOUSE 0: so'y cea Rew vias ee eae aN Gor ba HAN oe ee 39 59 53.5 83 15 50.9
T PORANOTIREASE «2 Fic 8 ec deals eRe eee gh og bases uae 39 59 17.7 83 17 02.5
Cregor, schoolhouse, T. road southwest at.......... 39 59 54.6 83 17 30.9
T, road Morbheast: .. a: cawgs anaes ooo wee weed ae shes 39 58 50.4 83 19 39.3
Gillivan postoffice, crossroads at .......... 00... sues 389 59 19.0 $3 20 13.4
Little Darby Creek center of bridge over............ 39 58 18.4 83 21 23.8
Urbana pike and pike northeast and southwest, cross-

IOS OF soe uiss ae ae Gea aS HA eGo Dea Hees 39 57 59.7 83 21 45.5
Deer Creek. Jefferson and Monroe townships, stone

monument between ........ 0.00. c eee eee eee eee 389 58 15.3 83 22 18.0
Road HOrth a aeeipe dew seis var bes eae Risto ec teats 39 58 29.6 83 22 42.0
CrOssrdads: g.. wwie odeicweeoa eaten Satine we shone sas datis fabgautaner 39 58 46.6 83 23 32.0
Schoolhouse, crossroads......... 0.0. 0c ee eee eee eee 39 59 35.6 83 25 14.3
Tradersville, crossroads two miles northeast of...... 40 01 02.8 83 27 56.6
Tradersville, intersection of roads one mile northeast of} 40 00 24.2 83 28 52.2
Tradersville, crossroads at 2.0.00. eee ee 40 00 00.7 83 29 54.9
Road: northeast: ..4 hci. sss ee sacl eg ane added Mages 39 59 14.8 83 29 52.1
Y-FOdd SOUtHEARE:. gacv aoe Macdedenesgs ae beeeeenea 89 57 17.3 83 30 20.5
Covered bridge, center of .......... 00.0. cee eee eee 39 56 45.5 83 30 09.2
Summerford, crossroads at ........-000. cece eee eee 39 56 01.5 83 29 30.9
Summerford, T. road south half-mile west of ........ 39 56 00.0 83 30 04.9
Tile, Factory private road west at ........0.0.0.00, 39 54 59.5 £3 30 27.3
DarOad WES: se cise aos duels x dun dcaaiibitee nF Gui dog Gigy Sedu Pala 39 54 26.0 83 30 28.8
State Fishery, T.road north at................0000. 39 53 45.5 83 30 32.5
Big Four Railroad, gravel road crossing of, (azimuth

21 OED Ne saree wns ha Sse ee ede lg cctis za Men ou amy 39 53 16.4 83 30 01.0
South Charleston and London pike, T.road north at..] 39 52 10.6 83 29 40.9
Pennsylvania Railroad north and south road crossing] 39 52 02.1 83 29 37.2
Union and Paint Townships, stone monument between} 39 51 09.5 83 29 45.7
TrOad HOMHh wanascsae eg rere kw eee is tadesdoinlass 39 50 34.5 83 29 49.1
Walnut Run, intersection of pike one mile north of ..| 39 50 59.3 83 27 57.6
Newport, crossing of pikes at... 6.6.0.0 c cece eee 39 50 06.7 83 27 54.9
"E-FOSU. WESE: « hacucees nh Soe RAE GR Pe Gane eee EG 39 47 22.2 83 28 28.7
Creighton schoolhouse, T.road east at ...........+4. 39 45 20.1 83 28 53.8
Sedalia, cross-streetS at 2.6... ee eee eee eee 39 44 00.5 83 28 36.7

 

 

 
TOPOGRAPHIC SURVEY. 217

SOUTH CHARLESTON QUADRANGLE.

This line starts from adjusted positions at Sedalia, follows public
highways as nearly as possible along the south, west and north borders
of the South Charleston Quadrangle connecting with adjusted position
at Tradersville.

Geographic positions along highways.

 

 

 

 

 

 

 

 

Station. Latitude. Longitude.-
oO if: o ° * ”

"T. road TOFth x x aoe seodey ch mes eee yaa wee SESE 39 44 02.7 83 30 01.9
Yi POA GaSe tessce. ceeciheceaehiiua eh Feta deen ceiae sak 39 438 41.5 83 31 32.1
Grasse Point Church T. road north et .............. 89 43 50.2 $3 32 00.2
Paint Creek, center of covercd bridge over .......... 39 43 58.2 83 32 31.6
Ue srOsG BOUUN Go} Se dane.» aches Gig. aes cease ook ae earn 39 44 07.8 83 32 50.1
DT. ya Orth vai saat seks Caw ae Ries rea eae a ae 39 44 11.4 83 34 51.6
Thomas schoolhouse, T. road south at .............. 39 44 12.4 83 35 13.5
South Solon, Main street crossing Detroit Southern

Railroad). ¢ i.) : a2 je 4 eee eee aE Rees ees 39 44 14.9 83 36 34.1
South Solon, crossing of Main and Washington Sts..| 39 44 15.5 83 36 50.7
South Solon, T. road south, one nile west of Madison :

and Green counties, stone monument between ..... 89 44 24.4 83 39 03.7
De PODESOULHWESE. ior cua cA aid Naa taceyo ee an ae 39 44 36.7 83 39 47.9
Oakland schoolhouse, crossroads et -............-4. 39 45 05.1 83 40 47.0
Gladstone, T. road west, about 1.75 miles north of ..| 89 45 59.1 &3 41 47.1
Greene and Clark county line, T. road east, near..... 39 46 44.3 8&3 42 00.7
Selma, crossing of pikes at .........00.....0 00 eee 39 47 11.7 $3 42 31.7
Selrra, Pennsylvania Railroad at street crossing ..... 39 47 19.6 8&3 42 46.4
Selma, crossroads, .75 mile northwest of ............ 39 47 47.6 83 43 15.4
T, road northeast access cat on desta e ewan 39 48 26.8 83 44 06.5
Pitchin, crossroads two miles southeast of........... 39 49 12.2 83 44 48.4
Pitchin; crossroatsiat: 4.2545 eee dak o4 ee vee Pes Sed 39 50 34.5 83 45 45 9
Pitchin, road west about one mile northwest of......| 89 51 24.7 83 46 26.8
Crossirig of Springfield and Selma pikes and east and

West TOadS: sseue 5.36 dala d eae ARE OE Neha ye hatin 39 52 15.8 8&3 46 43.9
CrossrOadsiiy das chacuek ie scan Reni aeregepmn bodes 89 52 38.0 83 45 53.9
Calvary Cemetery, T. road west at..............-, 89 53 02.2 83 45 16.9
T.5 R. 9, 14 comer between secs. 14, 15..........6. 39 53 28.4 83 45 14.1
Locust. Grove Church, road east at .............205. 39 53 35.9 83 45 01.4
Big Four Railroad. overhead road crossing north and

SOUtD cos coyen ces canine thse ca mona TE 39 54 22.2 83 44 40.0
Reeds schoolhouse, crossroads at...............-06. 39 54 45.4 83 44 33.4
T. 5 R. 9 corner secs. 10, 11, 16,17 .............. 39 55 11.6 83 44 24.2
Crossing of old Colurnbus and Springfield Road, Buk

Creel: WANG ihn a te deace aleck Qichise amtucld eee teraaaa aes Banat 39 56 17.9 83 43 48.4
Township line crossing north and south road between

secs; 7, 12; TS, b:and 6 RilO: 2 scacc ecw iv se ies ses 39 56 55.2 83 48 44.7
Big Four Railroad at northwest and southeast road

crossing about 1.75 miles southwest of New Moore-

field (azimuth 220° 41’)........ 0... c cece eens 39 58 25.9 838 43 54.3
218 PROGRESS REPORT

Geographic positions along highways—Continued.

 

 

 

 

 

Station. Latitude. Longitude.
° , ” ° , ”
New Moorefield, station (azimuth 220° 41’).......... 39 59 17.0 8&3 42 54.4
Big Four Railroad at east and west road crossing

(azimuth 220° 41’) 66. 39 59 31.1 83 42 41.5
Ts. 5 and 6 R. 10 corner secs. 3, 4, 33,34 ........... 39 59 27.6 83 41 41.2
Intersection of east and west road and road north- :

Webi od: cei dauitoati sn givads ea ctmen yamine wala a ANE oe 39 58 58.0 83 40 51.4
SE TOAG SOUL. han aus ce ae sey Gkees Go ee Layee Geese se 39 58 57.2 83 40 35.8
Bridge, west end of ........ Ried Bi sndes, Sac eB ike neat Soi 39 59 27.1 83 39 18.0
Cemetery, T. road east at ...... 0... Cece eee 39 59 43.3 83 38 50.1
T. 6 R. 10 corner secs. 15. 16, 21 and 22 ............ 39 59 15.4 83 38 18.4
Catawba, T. road west about one mile south of ......} 39 59 12.9 83 37 32.5
Catawha, T. road northeast about 1.75 mile south ...| 39 58 38.8 83 37 20.5
Pleasant township, schoolhouse, road southeast at ...| 39 58 54.4 83 36 06.6
A TOS HOCH WESE esis gad Gah wie edges oa Puket oon ow ecco es 389 59 07.4 83 35 05 8
Dy POAG: SOUGHEASE: soe 2 sustbcee aughiwa hdarg augie come e de aac 39 59 18.0 83 34 15.6
Nation Chapel, Y. road .25 mile northwest of........ 39 59 39.4 83 32 38.6
Clark and Madison counties, stone monument be-

(WECH: oss nin dae he See me POA GEE ERS ees Met ee ee 39 59 14.4 83 31 11.2

 

 

 
TOPOGRAPHIC SURVEY. 219

SPRINGFIELD QUADRANGLE.

This line starts from New Moorefield and follows public highways
along the north, west and south borders of the quadrangle, connecting
with lines run by Mr. George T. Hawkins near Osborn, and tied to posi-
tion one mile north of Gladstone postoffice.

Geographic positions along highways.

 

 

 

 

 

Station. Latitude. Longitude.
° t a” ° , ”

New Moorefield, road crossing Big Four Railroad....| 39 59 31.14 | 83 42 41.51
New Moorefield, T. road south...............-00055 39 59 32.5 83 43 05.5
T. 5, R. 10, corner secs. 9, 10, 15 and 16 ........... 39 59 36.3 83 44 01.5
T, 5, R. 10, corner secs. 15, 16, 21 and 22 .......... 39 59 39.9 83 45 10.1
T. 5, R. 10, corner secs. 21, 22, 27,28 .............. 39 59 44.0 83 46 20.6
Springfield and Urbana pike at T. road east......... 39 59 50.1 83 48 02.8
T TOad Casts. een ies aits eodanes Ses aaghe gea¥ awa way 89 58 57.7 83 48 26.9
Erie Railroad, at east and west crossings, on long

GUIVE cidi eee bade Reta tee Wee daca tad cane charts 39 58 27.9 83 48 44.1
Mad River, T. road north, near ...........-...2... 39 58 41.2 83 49 50.3
Blacksmith shop, crossroads at .................... 39 58 38.7 83 50 31.2
T. road north ............ ee ee ere eee 89 58 57.3 83 61 22.1
Lawrenceville, intersection of roads in east part of ...| 39 59 08.8 83 52 09.7—
T. 4, R. 10, corner secs. 20, 21, 26 and 27 .......... 39 59 14.6 | 83 53 19.2
T. 4, R. 10, corner secs. 26, 27, 32 and 33 .......... 39 59 18.8 83 54 28.2
North Hampton, road southeast one mile east of..... 39 59 22.0 83 55 21.4
North Hampton, crossroads at .............0-00005 39 59 25.5 83 56 23.9
T. 3, R. 10, corner sees. 8,9, 14 and 15 ............ 39 59 30.5 83 57 46.6
T. 3, R. 10, corner sees. 14, 15, 20 and 21........... 39 59 34.3 83 58 54.7
T. 3, R. 10, quarter corner between secs. 20, 21...... 39 59 36.2 83 59 28.8
WerOad SOULR 4 ccih oe hee ceety Dey SOS TEE AA See ie Re 39 58 42.7 83 59 01.8
Liberty schoolhouse. T. road east 400 feet south of...) 39 57 45.4 83 59 05.5
Liberty Church, T. road south .5 mile west of ....... 39 57 26.7 83 59 42.1
New Carlisle, T. road north 1.5 miles east of ........ 39 55 52.9 83 59 50.0
T. 3, R. 10, corner secs, 2), 22 and 27 and 28 ....... 39 55 17.7 84 00 29.9
T. 3, R. 10, corner secs. 20, 21, 26 and 27 .......... 39 54 25.2 84 00 35.6
Midway, crossing of pikes at Tecumseh Hotel ....... 39 52 55.6 | .84 00 35.0
Mad River, T. road east at......... 00.00. e cece 29 52 33.3 83 59 42.2
Erie Railroad, at north and south road crossing (azi=

Muth 2419 1B) oc cavangenerceasiwnereeees gaan 84 39 51 53.1 83 59 38.6
T. 3, R. 8, corner secs. 16, 17, 22 and 23 ........... 39 50 49.6 83 59 45.2
T. 3, R. 8, corner secs, 15, 16, 21 and 22 ..... ea hea 39 49 56.0 83 59 51.2
T, 3, R. 8, corner secs. 14, 15, 20 and 21............ 39 49 04.6 83 59 57.6
Crossing Xenia pike north and south road .......... 39 48 42.8 83 58 51.6
T. 3, R. 8, corner secs. 7, 8, 13 and 14.............. 39 48 07.2 83 58 54.7
Byron, road north at ........ 0.0.0 e cece eee eee 39 47 08.5 83 59 01.0
Byron, T. road north 1.5 miles south and.5 milewest of] 39 46 03.4 83 59 36.3
Bryon, T. road east 2.5 miles sourh of, is near T. 3, R. 7,

quarter corner between secs. 10 and 16........... 389 45 05.5 83 59 15.2
220 PROGRESS REPORT

Geographic positions along highways—Continued.

 

 

 

 

 

Station. Latitude. Longitude.
° a ww ° , aw
T. 3, R. 7, 14 corner between secs. 4 and 10 ..... ...] 89 45 00.9 83 58 04.4
Xenia, intersection of Xenia and Fairfield Pikes and

road west, 4 miles northwest of.................. 89 44 55.7 83 56 30.4
Oldtown, Pennsylvania Railroad, at east and west

CLOSSII Die inscs errs ts mee, eS ep a ee enh OW ls, con gudlnch we oe 39 44 38.3 83 55 49.4
2G, -1Odd SOUthEASE csvee ing Shere duegs HOreeeaavasee 39 45 27.2 83 53 52.2
Clifton and Xenia and Yellow Springs and Cedarville

Pikes; Crossing Of sic. cee ss nk sacs god wnselave Auclenare ue ud 39 46 30.6 83 52 04.4
Cory Schoolhouse, T. road northwest one-half mile

SOUGHEESE OF since ace sass Gadare 2 ena Sead a he ve es 39 45 30.1 83 51 36.1
Cedarville, T. road southeast about 2.5 miles north-

WestOl vesdavecveeubaraal tesa eases ore ee meee 39 45 46.6 83 50 45.8
Cedarville, T. road northeast one mile northwest of..| 39 45 02.9 $3 49 28.2
Cedarville, crossing Pennsylvania Railway (azimuth

DOO DAY i octratons kh ces, Bb © aS arc avawaney ivietedeng aoa HER Gee 39 44 23.7 83 48 20.9
Schoolhouse, crossroads at ....... 0... eee eee eee 39 43 05.1 83 46 31.1
Schoolhouse, T. road northwest 1.25 miles northeast of} 39 43 22.4 83 45 11.3
Shiloh Academy, T. road north .5 mile east of .......| 39 43 45.7 83 43 27.6
T. road NOrth Westiacs a3 cecudseee Wa ca die bow aud od doe 39 43 55.1 83 42 46.0
Gladstone, intersection pikes 14 mile south of........ 39 44 18.5 83 41 03.3
Gladstone, intersection of roads one mile north of ...| 39 45 17.7 83 41 15.7

 

 

 
TOPOGRAPHIC SURVEY. 221

DAYTON QUADRANGLE.

This line starts from a located point near Byron and follows public
highways along south, west and north borders of sheet, connecting at
Dayton with line run by Mr. George T. Hawkins, and tied to position at
northwest corner of Springfield quadrangle.

Geographic positions along highways.

 

 

Station. Latitude. Longitude.

 

Beaver Creek Schoolhouse, T. road south, one-third

WUE MOKENA!” 21 wis P25 wide d-o A dea ay apidend Hiden oe Rea 39 46 04.2 84 00 43.4
Beaver Schoolhouse, T. road south 2-3 mile south of..]| 39 45 11.1 84 00 47.6
T. 3, R. 7, 4 corner between secs. 22 and 28 ....... 39 45 13.2 84 O1 28.6
T. 3, R. 7, 4 corner between secs. 28 and 34 ....... 89 45 17.2 84 02 38.2
Big Woods Schoolhouse, crossroads at .-.........-0- 39 45 19.3 84 03 14.3
TPO NOPD oad disah dsodin ose eae de hoe weesea meee 39 45 24.4 84 04 37.4

9

Montgomery-Greene county line, at Fifth street road.} 39 45 29.7 84 06 00.§
Cincinnati, Hamilton & Dayton Railway at Fifth

Street road crossing ........ 6. cece eee eee 39 45 34.7 84 07 18.7
East Dayton, intersection Smithville road and Huff- .

man avenue......... is Mines ira are tun hube aualel a SiGe 89 45 27.7 84 08 18.6
Dayton, crossing of Huffman and Linden avenues....| 39 45 32.2 84 09 32.6
Dayton, crossing of Dayton & Union Railway and

PEMITESSEPCEE 2 Aia'eis diacsiakls nu elanks oe kl sa ed ed Gud eke 39 45 40.3 84 10 55.5
Dayton, crossing of Third and Main street .......... 39 45 34.7 24 11 30.3
Dayton, intersection of Salem and Oxford avenues

in northwest part Of s. 0s 04. das ca cies ee Se yea waas 39 46 09.4 84 12 40.9
Dayton, intersection of Salem avenue and Catalpa

DD RIVE Aix, tis sale need tanec eka aa Oh SOS BEN eae 39 46 56.9 84 13 31.7
T. 2, R. 6, corner secs. 17, 18, 19, and 20............ 39 47 27.7 84 14 06.0
T. 2, R. 6, corner secs. 7,8, 17, and 18 ............. 39 48 20.6 84 14 05.9
Shiloh Church, crossroads at.......-6 0000s 39 49 11.4 84 14 07.4
Ts. 2, 3, 4, and 5, Rs. 5 and 6, corner secs. 31, 36, and 6} 39 50 01.4 84 15 15.2
T. 3, R. 6, 14 corner between secs. 30 and 31 .......] 39 50 53.8 84 14 44.0
Spanker, crossroads at... 0... cece eee eee 39 51 33.0 84 14 42.3
Spanker, T. road east, one mile north of. .......... 39 52 16.6 84 14 43.1
Crossing National Road and north and south roads,...| 39 53 13.4 84 14 43 6
T. 3, R. 6, 14 corner between secs. 6 and 7 ......... 39 54 28.3 84 14 45.1
Ts. 3 and 4, R. 6, 14 corner between secs. 6 and 31,

and line between Montgomery and Miami counties.; 39 55 20.2 84 14 46.2
T. 4, R. 6, 14 corner between secs. 381 and 32 ....... 39 55 47.0 84 14 12.8

Schoolhouse No, 5, intersection of northeast and south-
west road and road south .........-.. eee eee eee 39 56 56.2 84 14 14.6
Troy, crossroads 5 miles southwest of............--. 39 57 57.9 84 13 39.1

 

 

 
222 PROGRESS REPORT

Geographic positions along highways—Continued.

 

 

 

Station. Latitude. Longitude.

° , a” ° , ”
Troy, crossroads 4 miles southwest of ............ .| 39 58 51.5 84 13 20.4
T.4, R. 6, corner secs. 9,10, 15 and16.......... 39 58 52.3 84 12 00.0
Schoolhouse No. 11, crossroads near ............ 39 58 53.5 84 11 08.1
Lost Creek center of bridge over (azimuth 312° 40’) . 39 59 07.4 84 09 40.9
Grayson, road crossing Big Four Railroad ........ 39 59 44.9 84 08 39.3
Ragtown, T. road south at ...............005. 40 00 04.2 84 07 29.5
T. 2, R. 10, corner sces. 14,15, 20 and 21 ........ 39 59 57.4 84 05 47.2
T, 2, R.10, corner secs. 8,9,14and15..... ea Sas 39 59 53.4 84 O01 39.1
T. 2, R. 10, corner secs. 2, 3,8 and9 ........... 39 59 49.1 84 03 31.6
Alcony, cr ssroads 1 mile east of .............. 40 00 34.0 | 84 02 33.6
Alcony, T. road south two miles east of .......... 40 00 07.8 84 01 12.8
Crossroads: ox xisng. 5 sce gce nus lead aco eee Ba ae hoe 39 59 42.4 84 00 02.5

 

 

 
TOPOGRAPHIC SURVEY. 223

MIAMISBURG QUADRANGLE. .
This line starts from adjusted position in west Dayton and follows
public highways south along east border of quadrangle to Red Lion

postoffice, connecting with adjusted position at that place.

Geographic positions along highways.

 

 

 

Station. Latitude. Longitude.
° , a” °o ‘ ”

West Dayton, Big Four Railroad, east and west cross-

ing 760 feet north of Railroad bridge (azimuth of

railroad 12°02’) ...... es een rene apiodgonenseistend ones 39 43 57.4 84 12 40.4
West Dayton, intersection of Springboro Pike and road :

HOUCHWESE sis ay cies ny ene owed ew ee Ra eR Oe 39 43 30.0 84 13 01.6
West Dayton, Big Four Railroad at Springboro Pike

crossing north and south...................0000. 39 42 14.8 84 13 08.5
T. 1, R. 6, corner secs. 10, 11, 16, and 17 ........... 39 41 40.3 84 13 11.3
T. 1, R. 6, 14 corner between secs.9 and 15 ........ 39 40 23.9 | 84 12 17.7
Ts. 1 and 2, R. 6, corner secs. 7, 13, 12, and 18 ......} 39 88 36.9 84 13 27.6
WeTOad WEBE aes igs sears eh eeewigh anes Gaines Ai Wen wines 39 37 43.8 &4 13 32.3
Corner sections T. road east ........0...... eee eee 39 36 46.9 84 13 37.6
Dunkard Church, crossroads at .........0 000 eeeeeee 39 35 48.9 84 13 42.8
T. 2, R. 4, corner secs. 8,9, 14,and 15............. 39 34 30.8 84 13 50.1
Springboro, crossing of pikes in north part of........ 39 33 24.0 84 13 56.8
Ts, 2 and 3, R. 4, corner secs. 7, 12, 18, and 18...... 39 32 41.7 84 14 01.1
T. 3, R. 4, corner secs. 11, 12, 17, and 18 ........... 39 31 47.0. | 84 14 05.9
T. 3, R. 4, corner secs, 10, 11, 16, and 17........... 89 30 52.8 84 14 11.2
Red Lion, T. 3, R. 4, center secs. 15 at............. 39 29 28.2 84 14 55.4

 

 

 

This line starts from adjusted position 1 mile west of Trenton and
follows public highways north along west border of quadrangle to north-
west corner of same, fence east along north border connecting with orig-
inal position in west Dayton.

Geographic positions along highways.

 

 

Station. Latitude. Longitude.

 

° , ” ° , ”

Trenton, Ts. 1, 2, and 3, Rs. 3 and 4, 1 mile west of...] 39 28 51.0 84 28 35.8
Ts. 2 and 8, Rs. 3 and 4, E., corner secs. 25, 30, 81, and

 

 

BG ww a9 08 da Saw ews & 193-GeEe Fes pH t ae Mensa 389 29 43.3 84 28 36.5
Ts, 2 and 3, Rs. 3 and 4, E., corner secs. 19, 24, 25, and

BO! sacle athone ates ce adand eae aaa eae Gamera 39 30 35.9 84 28 37.3
Jacksonburg, T, road east 1.5 miles south of......... 39 31 00.7 84 30 14.5
224 - PROGRESS REPORT

Geographic positions along highways—Continued.

 

 

 

 

 

Station. Latitude. Longitude.
° t ” °o , a”

Jacksonburg, crossroads at 1.0.6... bee cee eee eee 39 32 19.7 84 30 07.1
T. road east...... 00.225. ei cavdsceuNe pam iee 39 3312.2 | 84 29 49.5
T. 4, R. 3, 14 corner between secs. 34 and 36 ....... 39 34 32.1 84 29 49 8
T. 4, R. 3, corner sees. 23, 24, 25, and 26 .......... 39 35 46.7 84 29 51.6
Ts. 3 and 4, Rs. 3 and 4, 14 corner between secs. 19

and 24, T. road near .............00200 cece eee 39 36 15.6 84 28 43.4
We POAd! CAS tecota-aniohg wai wye aid ay ha Sieh sda auld dak gine at Bow 89 87 16.3 84 28 44.5
Crossing Germantown and Wiuchester and Farmers-

ville and Middletuwn Pikes...................... 39 38 09.8 84 28 45.4
Ts. 3 and 4, corner secs. 1, 6,7, and 12............. 39 38 30.4 84 28 45.8
Ts. 3 and 4, Rs. 3 and 4, corner secs. 1 and 6, (north

COLNCL)! anni ack secs Yarray ane eee een onroealesl oo: 39 39 26.2 84 28 46.6
Pe TOG CAS ee taevate ed 4 hams Be taeve wud coon moe eee oh, eee 39 40 39.4 84 28 47.9
Cincinnati Northern Railroad. at county line road

crossing north and south...................... -| 39 41 53.1 84 28 19.3
Ts. 4 and 5, Rs, 3 and 4, 1¢ corner secs. 13. and 18... 39 42 30.6 84 28 50.0
Crossing county line road and West Alexandria and

Germantown Pike............00. 000 ceeceeeeeeee 89 43 23.1 84 28 51.2
Ts. 4 and 5, Rs. 3 and 4, coiner sees. 1, 6, 7, and 12..] 39 43 51.2 84 28 52.0
Ts. 4, 5, and 6, Rs. 8and4............0.0...0..., 39 44 42.1 84 28 53.1
DROad, SOU Mpa aesiin dante, ood aeVE miaiats ben elgderectouess cas 39 44 42.7 84 27 41.7
T. road north............... arg are abe enaice ale A etn 389 44 43.2 84 26 44.0
T, 5, R. 4, E., corner secs. 34 and 33 (south corner)..| 89 44 43.7 84 25 21.4
T. 5, R. 4, I., corner secs. 34 and 35 (south corner)..| 39 44 44.4 84 24 12.7
Ts. 4 and 5, R. 4 E., corner secs. 1, ?, 35, and 36....] 39 44 44.9 84 23 05.8
T. 3, 4, and 5, Rs, 4 and 5 E., corner secs. 1, 6, 31 and

OR Be ease tet Gants Ae at A tre, Rie Bok ce Nee Sto ati ante 2) ood 39 44 45.5 84 21 58.4
Ts. 3 and 4, R. 5 E., corner secs, 5, 6, 31, and 32.....] 39 44 45.9 84 20 50.3
Ts. 3 and 4, R. 5 E., corner secs. 4.and 5 (north corner)| 39 44 46.6 84 19 42.3
T. 4, R. 5 E., corner secs. 33 and 34 (south corner)...| 39 44 47.2 84 18 34.0
Miller avenue, north.....................0........ 389 44 48.0 84 16 55.2
Soldiers’ Home, crossing of Eaton Pike and north and

south road at northeast corner of ................ 39 44 58.4 84 15 10.4
West Dayton, West Third Street crossing C. H. & D.

POU cc kaenaiapaksans eakuadus Varun cceia: 39 45 06.3 | 84 14 23.1

 

 

 
TOPOGRAPHIC SURVEY. 225

BROOKVILLE QUADRANGLE.

This line starts from adjusted position about four miles southwest of
Troy, and follows public highways and Big Four Railway to northwest
corner of quadrangle, thence along border of quadrangle and connects
with traverse line of Mr. George T. Hawkins, at Baltimore, thence south
to southwest corner of quadrangle connecting with adjusted position.

Geographic positions along highways.

 

 

 

Station. | Latitude. Longitude.
° , nu ° t a
T. 4, R. 6, corner secs. 4, 5, 8 and 9, crossroads near .| 39 59 44.6 8&4 13 19.9
T. 4, R. 5, corner secs. 5,6, 7and8 ...........--5- 389 59 43.0 84 14 19.7
Ts. 4 and 6, Rs, 5 and 6, corner secs. 1,6, 7and 12..] 39 59 42 0 84 15 27.7
Burkett Pike, crossing Big Four Railroad ...........] 389 59 441.9 84 15 49.0
T. 6, R. 5, corner secs, 2, 3, 10 and 1] ............. 39 59 40.5 84 17 41.9
Burkett Pike crossing, on curve Big Four Railroad...| 39 59 30.7 84 18 36.6
Ludlow Falls, T. road east .5 mile south of.......... 39 59 37.9 84 20 08.6
Ludlow Falls, road crossing 160 feet west of depot ...| 39 59 50.7 84 20 14.2
Road crossing north and south near milepost 316
(azimuth of railroad 96° 18’) .................05. 389 59 31.8 84 21 40.7
Laura, pike crossing 1 mile east of ................. 39 59 31.5 84 23 34.4
Laura, road crossing north and south at depot....... 39 59 25.4 84 24 30.6
T. 7, R. 4, corner secs. 3, 4,9 and 10 .............. 89 59 32.5 84 25 38.3
Section line road crossing north and south .......... 39 59 19.3 84 26 47.0
Section line crossing north and south .............. 39 59 18.8 84 27 54.0
Pittsburg Twp. line, road crossing north and south
Pittsburg (azimuth of the Big Four Railroad 89°76’)) 39 59 1x.2 84 29 14.3
Ts. 7 and 8, Rs. 3 and 4, corner secs. 7, 12,13 and 18..| 39 58 36.2 84 29 13.2
Germany, schoolhouse, crossroads about 900 feet east
Olsen nas Bee ae a Sa shee Y ee Mbin aaalse Games ee 39 57 45.1 84 28 49.3
CrossiOSdS) vii aes da vie dee bee oe ee Ae RETR See e's 39 57 19.2 84 28 48.6
Schoolhouse No. 6, T. road south at.........-...... 39 56 01.5 84 28 59.3
Crossroads at line between Darke and Montgomery
COMNGICS cicada aia 08 erase eect Ae shi NE Dh 39 59 07.5 84 28 58.1
Ts. 6 and 7, Rs. 3 and 4, E. corner secs. 1, 6, 12 and
7, at Balimore: voy ais sess vo whe ke day Reh ss tae es 39 54 12.6 84 29 06.5
D. and N. R. R., at county line crossing ........... 39 53 55.1 84 29 06.0
Ts.6and7 Rs. 3 and 4 E., corner secs. 7, 12, 13 and
She hee co ccs eo ahaa Oe Aaa Phase. Sree a ie aller Maye Gh eoteibs Stans 39 53 20.1 84 29 05.0
Ts. 6 and 7, Rs. 3 and 4 E.,corner secs. 13,18,19 and 24] 39 52 27 .7 84 29 03 6
A. of Pennsylvania R. R. .5 mile north of National
GOA 2970 DI ae son's 2s de pes ee 2a vida pee MeL BAe oH lav neg Seems He ees le Sate a Hes
Crossing National Road and county line road ....... 39 51 36.5 84 29 02.2
Ts. 6 and 7, Rs. 3 and 4, E., corner secs. 25, 30, 31 and és
BG eeuieg oe Wag lan ts ee aaa oie Spa eh BS sin Gueen saanleomaniess 39 50 42.6 $4 29 00.9
Ts. 5, 6 and 7, Rs. 3 and 4 E., corner secs. 1, 6, 31 and
BG acceak we pate tek ee Me ee aiaies pb gia ck aie ice eit 89 49 50.2 84 28 59.8
Ts. 5 and 6, Rs. 3and4E., 14 curner between secs. 7
ADO 12 ivgsects ret haris tee ae SESS R Ae Sn Mies 39 48 37.2 84 28 58.1

 

 

 
226 PROGRESS REPORT

Geographic positions along highways.

 

 

Station. | Latitude.

 

Longitude.
° , ” ° , ”
Ts. 5 and 6, Rs. 3 and 4, E., corner secs. 7, 12, 13 and
ete eee ieee carter ata eal 39 48 11.2 | 84 28 57.5.
Ts. 5 and 6, Rs. 3 and 4 E., corner secs. 13, 18, 19 and
Ds sg erik al 8 VAR i aes ots NGS CS baa BR RRep tae ada gsm alee 39 47 18.7 84 28 56.3
Ts. 5 and 6, Rs. 3 and 4 E., corner secs. 19, 24, 25 and
2 a ee ee ree eee er ee ee ee ee 39 46 26.9 84 28 55.0
Ts. 5 and 6, Rs. 3 and 4, E., corner secs. 25, 30, 31 and
BGs os Giccalasas foie Sawedaennahonean, ateetaned eaten woranue aan aie 89 45 34.4 84 28 53.9

 
TOPOGRAPHIC SURVEY. 227

WEST MANCHESTER QUADRANGLE.

This line starts from adjusted position at southeast corner of quad-
rangle and follows highways west along south border to southwest corner
of quadrangle. Thence via highways along west border to point near
northwest corner of quadrangle, thence east along Big Four Railroad
connecting with primary traverse line of Mr. George T. Hawkins at Ar-
canum, and thence east on the Big Four Railroad to Pittsburg, where it
connects with adjusted position.

Geographic positions along highways.

 

 

 

 

Station. Latitude. Longitude.
° t oe ° v ”

Ts. 5 and 6, Rs. 3 E., corner secs. be 2,35 and 86....| 39 44 41.7 84 30 01.0
Ts. 5and6,R.3 E., ‘corner secs. 2, 3, 34 and 35 ....| 39 44 41.2 84 31 09.4
West Alexandria, crossing of Dayton and Main Street} 39 44 40.9 84 31.54.5
Azimuth on Cincinnati Northern Ry. in West Alex-

an dria 1S: 336° $2 ve nin suas: oe Gale cednnae.o seas ae Madea aes lad eadelend sea wers
Ts. 5 and 6, R. 3 E., corner secs. 4, 5, 32 and 33 ....| 39 44 40.4 84 33 25.3
T. 8, R. 8, corner secs. 81 and 32 ................... 39 44 39.9 84 34 32.8
T. 8, Rs. 2 and 8 E., corner secs. 31 and 36 .......-. 39 44 39.4 84 35 40.1
Ts. 7 and 8, R. 3 E., corner secs. 1, 2, 85 and 36 ....| 39 44 38.9 84 36 45.8
Eaton, crossing Pennsylvania R. R. and Main Street,

Azimuth == 168° 280 cc... cance gusdanai paca anes 39 44 39.0 84 37 47.4
Eaton, intersection of Main Street and Richmond Pike,

in West Part Of: :.0205 seesesiee yee ded ees ye Sede es 39 44 38.9 84 38 27.0
Ts. 7 and 8, R. 2 E., corner secs. 4, 5, 32 sane 33 ....| 39 44 38.2 84 40 08.3
Ts. 7 and 8, Rs. 1 and.2 E., corner secs. 1, 6, 81 and 36] 39 44 37.8 84 42 11.5
T. 8, R. 1 E., corner secs. 35 Gnd BOs nes yeas eoren es 89 44 37.8 84 43 18.8
T. 8, R. 1 E., corner secs. 23 and 24, 25and 26 .....| 39 46 23.4 84 43 18.6
Azimuth P, R. R. between these two positions, [12° 19’|........... foc e eee eee eee
T. 8, R. 1 E., corner secs. 13, 14, 23 and 24.......... 39 47 16.8 84 43 20.1
T. 8, R. 1 E., corner secs. 11,12, 13 and 14......... 39 48 08.9 84 43 21.4
T. 8, R. 1 E,, corner sees. 1,2, ll and 12............ 39 49 01.1 84 43 21.5
Gettysburg, T. road south at. vases | 89 50 26.1 84 43 22.3
T.9, R. 1 E., corner secs. 23, 24, 25 and 26. hbaaeiek 89 51 28.6 84 43 22.6
T.9, R. 1 E., corner secs. 13, 14, 23 and 24......... 39 52 21.6 84 43 22.6
De TOA WESE cnn tins ea eek woe Ce gee AE ee ee 389 52 52.7 84 44 18.6
T. 9, R.1E., corner secs. 1,2, 11 and 12........... 39 54 07.5 84 43 24.2
Ts. 9 and 10, R. 1 E., corner secs. 1, 2, 835 and 36 ...| 39 55 00.6 84 43 24.3
New Madison Crossroads, 214 miles south of......... 39 55 50.2 84 43 22.7
T. 10, R. 1 E., commer secs. 28, 24, 25 and 26......... 89 56 45.9 84 43 21.3

 

 

 
228 PROGRESS REPORT

Geographic positions along the Pennsylvania R. R.

 

 

| ;
Station. Latitude. Longitude.

 

°o t a ° e a”
New Madison, road crossing 200 feet southwest of....| 39 58 08.5 84 42 41.0
Road crossing northwest and southeast ............. 39 58 39.1 84 41 48.0

 

Geographic positions along the “‘ Big Four’ Railroad.

 

 

|
Station. Latitude. Longitude.

 

‘i ° , a ° t ”
T. 10, R. 2 E., corner secs. 4,5, 8and9 ............ 39 59 23.4 84 40 17.2
Savona, crossing Cincinnati Northern Ry ........... 39 59 12.7 84 39 43.6
Road crossing north and south .................0.. 39 59 13.0 84 39 10.1
Road crossing north and south ................0... 39 59 13.7 84 37 53.0
Greenville and Lewisburg Pike crossing ............ 39 59 14.3 84 36 48.0
Private road crossing’... 2.0.1 case yess eeevdaes cess 89 59 15.0 84 35 28.4
Road crossing north and south .................... 39 59 15.5 84 34 35.5
Arcanum, crossing Dayton and Union R.R.........| 39 59 16.3 84 33 09.5
Road crossing north and south ...............0000. 39 59 16.8 84 32 03.7
Road crossing north and south .................-.. 89 59 17.3 | 84 30 56.4

 

 

Geographie positions along the spur line from Ebenezer west to Ohio-Indiana state line.

 

 

Station. Latitude. Longitude.

 

Gettysburg, crossing National Road and north and

south road 1.5 miles west Of.............--00005- 39 50 19.7 84 44 47.7
Crossing National Road aud New Paris and Wester-

Ville Pik@s3sca sels ee soe de PARE ME Kees EL red ae eee 39 50 08 8 84 47 35.5
Crossing National Road and Ohio-Indiana state line .| 39 50 01.9 &4 48 48.0

 

 
TOPOGRAPHIC SURVEY. 229
GREENVILLE QUADRANGLE.

This line starts from adjusted position at Pittsburg and follows
highways north along east border of quadrangle to northeast corner of
same, thence west along highways to northwest corner of quadrangle,
thence south along ‘thighways connecting with adjusted position two miles
north of New Madison.

Geographical positions along highways.

 

 

 

 

 

 

 

Station. Latitude. Longitude.
oO , u” ° F “

Pittsburg, road crossing Big Four R. R............ 39 59 18.2 84 29 14.3
T.8N., Rs. 3 and 4E., corner secs. 1,6, 7 and 12....} 39 59 28.6 84 29 14.6
Ts. 7,8 and 9 N., Rs. 3 and 4 E., corner.secs. 1, 6, 31

BINS Gi cain ase cites one eas ares esp grays Se Suerte Sh Seg gible eos 40 00 23.1 84 29 16.3
Ts. 8 and 9 N., Rs. 3 and 4 E., corner secs. 25, 30, 31

and. 36> ers eek sya ee dey peak net Aes week eae ee 40 01 15.6 84 29 17.8
Ts. 8and9 N., Rs. 3 and4 E., corner secs. 19, 24, 25

Ai BO sg scnd bo in bres Baws Sandan woth fad Sane Sse ee 40 02 07.9 84 29 19.4
Ts, 8 and 9 N., Rs. 3 and 4 E., corner secs. 13, 18, 19

and 24 ooo cece ccc e cee ceeeseeenveeeeenees 40 03 00.5 | 84 19 21.1
Ts. 8 and9 N., Rs. 3 and 4 E., corner secs. 7, 12, 13

NGS os ous ways oka teaen: Diets dn aaa wa chea Bu gle sane RAED 40 03 53.0 84 29 22.8
Ts. 8and9N., Rs. 3and4E., corner secs. 1,6,7and12| 40 04 45.2 84 29 24.3
Ts. 8 and 9N., Rs. 3 and 4 E., corner secs. 1,6,31 and

BBO ie ade ey Steud ids oad 5d Ga aati olee sae was usruigrinedy Sh esi BE 40 05 43.2 84 29 26.1
Gettysburg, crossing Main street and north and south

TOR: eyes Fascias eesti Dash av mie everdes He oro enaeare eae 40 06 42.0 84 29 44.4
Gettysburg, crossroad .5 mile northof............. 40 07 21.9 84 29 50.9
Pennsylvania Railroad at north and south road cross-

ing 400 feet east of milepost 87, (azimuth 103° 20’)| 40 08 38.8 | 84 29 53.1
Oakland Church, T. road south .25 mile east of...... 40 09 07.5 84 29 53.6
Oakland Church, T. road east 1 mile north of....... 40 09 57.4 84 30 03.9
Webster crossroads, 1 mile west of................ 40 10 53.0 84 30 03.8
T. 11 N.,R.3E., 14 corner between secs. 25 and 36..| 40 11 45.5 84 30 10.2
T. 11 N., R. 3 E., 14 corner between secs. 24 and 25..| 40 12 38.0 84 30 11.2
T. 11 N., R: 3 E.,, corner secs. 23, 24, 25 and 26...... 40 12 37.2 | 84 30 46.0
4,000 feet north of last: azimuth Big Four R. R. =

BAST otk Sata Orne chad gennakenne sens Cee ea howawa ambeacns. [pod savinia ooets
T. 11 N., R. 3 E., corner secs. 13, 14, 23 and 24...... 40 13 29.8 84 30 47.4
Versailles, crossing Versailles and Brock pike and

north and south road, 2 miles northwest of...... 40 14 26.4 84 30 48.6
Frenchtown, crossroads .5 mile east of.............. 40 14 48.5 84 30 49.2
Frenchtown, T. road south, .5 mile west of.......... 40 14 47.1 84 32 15.9
Frenchtown, crossroads 2 miles west of ............. 40 14 45.3 84 34 00.6
DT POad SOUtH, wat nas 4s een ee Rew de eee eeLeK eaten 40 15 21.1 84 35 24.7
Schoolhouse No. 6, T. road west at.........0.0-0005 40 15 28.3 84 35 57.6
T.13N., R.2 E., 14 corner between secs. 1 and2....| 40 15 28.1 84 36 52.3
T. road east near 14 corner between secs. 2 and 3, T.

13UN;, RY 2 Bsa stevqintes wae igentsene thane 40 15 28.4 | 84 38 10.9
230 PROGRESS REPORT

Geographic positions along highways—Continued.

 

 

 

 

 

 

 

 

 

 

 

Station, Latitude. Longitude.
° , ” ° ‘ ”
Cincinnati Northern R. R., at east and west road
CROSS ays. ceive he aad ance Seta heptane nang 40 15 02.5 84 38 34.7
T.13N., R. 2 E., corner secs. 3, 4,9 and10.......... 40 15 02.5 84 39 08.8
T.13N., R. 2 E., 44 corner between secs. 8 and 9] 40 14 36.3 84 40 17.5
T.13N.,R. 2E., 4% corner between secs. 7 and 8
CROSSPORAS MOAT icsiuass boss eiere dp Seesmrrwiet eg Sree aon WE Alaa s 40 14 36.7 84 41 36.3
T. 13 N., Rs. 1 and 2 E., 14 corner between secs. 7
SN VD) epacaine wate ty tees ae ean Maia a ae eae Ne a 40 14 37.1 84 42 32.5
T.13N.,R.1E., 4 corner secs. ll and 12.......... 40 14 40.6 84 43 40.7
T.13N., R.1E., corner secs. 11, 12, 13, and 14...... 40 14 14.3 84 43 40.4
T. 13 N., R. 1 E., corner secs. 13, 14, 23 and 24...... 40 13 21.8 84 43 39.9
900 feet south of this, Big Four Railroad azimuth =
BAS 29! 6. Ned ok cncrte vale. aut Zeuha tatasa aund ates cia Suen Ae onde aal seein wane ead ae aoe Saath eS
T. 13 N., R. 1 E., corner secs. 23, 24, 25 and 26...... 40 12 29.3 84 43 39.2
14 mile south of this, Pennsylvania Ry. azimuth =
POS! seinen std hts. & asic Damani ceas Wies mogsasnaietsacegn tis cara atboottime ay a aan eee ava Pats Gena Ae
T.13N., R. 1 E., corner secs. 25, 26, 35 and 36...... 40 12 29.3 84 43 39.2
Ts. 12 and 13N., R.1E., 14 corner secs. 1,2, 35 and 36] 40 10 43.7 84 43 39.0
T.12N., Rs. 1 and2 E., 4 corner secs. 1,6, 7and12..| 40 09 55.5 84 42 29.2
T. 12N., Rs. 1 and 2 E., west corner 7 and 18........ 40 09 02.6 84 42 28.3
Coletown, center of bridge .25 mile west of ..... -++.| 40 08 04.0 84 42 22.2
Coletown, T. four corners 1.5 mile southwest of ..... 40 07 17.6 84 42 26.5
Greenville and Winchester pike and Coaltown and
New Manchester pikes, crossing of ............... 40 06 23.4 84 42 25.5
Greenville and Spartanburg and Coaltown and New
Manchester pikes, crossing Of ................... 40 05 41.8 84 42 24.8
T.11N., Rs. 1 and 2 E., corner secs. 1,6, 7and12...| 40 04 38.5 84 42 23.4
T. 11 N., R. 1 E., comer secs. 1,2, ll and 12........ 40 04 38.2 | 84 43 30.4
T. 11 N., R. 1 E,, corner secs. 11, 12,13 and 14..... 40 03 45.7 84 43 29.5
ale rOaid: Wests ke Sets sane ne auktguk Beira wets Paaldid gaara 40 02 34.7 84 43 27.4
T. 11 N., RB. 1 E,, corner sees. 25, 26, 35 and 36...... 40 01 08.3 | 84 43 25.8
Geographic positions along the “ Big Four” R. R.
Station. Latitude. Longitude.
° # u” ° , ”
Charles Station, road crossing 1 mile southeast of ...] 40 00 15.7 84 42 37.0
Pike crossing north and south under trestle ......... 40 00 05.4 84 42 18.4
Pennsylvania R. R., crossing of...............0.05. 39 59 23.0 84 41 02.3

 
TOPOGRAPHIC SURVEY. 231

ST. HENRY’S QUADRANGLE.

This line starts from adjusted position at southwest corner of quad-
rangle and follows highways north to near northwest corner of quad-
rangle, thence east along highways to Montgomery, thence south along
Cincinnati, Hamilton and Dayton Railroad and highways to adjusted
position .5 mile east of Frenchtown.

Geographic positions along highways.

 

 

 

 

 

Station. Latitude. Longitude.
° , ” ° t ”

T.13N., R. 1 E., corner secs. 1,2, 1l and 12....... 40 15 06.9 84 43 40.9
Ts. 13. and 14.N., R.1E,, corner secs. 2, 3, 34and 35.| 40 16 02.2 | 84 44 49.0
T.14N., R. 1 E., corner secs. 26, 27, 834 and 385 .....] 40 16 54.3 84 44 49.8
T.14.N., R. 1 E., corner secs. 22, 23, 26 and 27....| 4017 40.6 | 84 44 48.9
T.14N., R.1E., 14 corner between secs. 15 and 23..| 40 18 32.8 84 44 14.5
T.14N., R.1 E., corner secs 11, 12,13 and 14....... 40 19 24.3 84 43 39.5
T. 14.N.,R.1E,, comer secs. 1,2, 1land12....... 40 20 16.6 | 84 43 38.9
Ts. 14 and 15N., R. 1 E., corner sees. 1, 2, 35 and 36.| 40 21 08.9 84 43 38.4
Sharpsburg, crossing pike and north and south road..| 40 22 04.4 84 42 38.8
Road southwest ........0 6.000 cece eee eee eens 40 22 53.2 84 42 08.0
T. 15 N., R. 1 E., 14 corner between secs. 24 and 25..| 40 22 53.6 84 43 09.4
T.15N., R.1E., 44 corner between secs. 13 and 24..} 40 23 46.7 84 43 08.6
Schoolhouse, T. road south at.............2.-.... 40 24 15.6 84 43 08.6
T.78., R.1E, corner sees. 13, 14, 23,24 .......... 40 25 17.9 84 42 27.5
T.75., R. 1 E., corner secs. 11 ,12, 138, 14.........- 40 26 10.5 84 42 27.6
T.75., R.1E., corner secs. 1, 2, 11,12 ............ 40 27 02.9 84 42 27.8
Ts. 6 and 7 8., R. 1 E., corner secs. 1, 2, 35 and 36 ..| 40 27 55.4 84 42 27.8
T.6S8., R.1E,, comer secs. 25, 26, 35 and 36 ...... 40 28 47.9 | 84 42 27.8
T.658., Rs. 1 and 2 E., corner secs. 25, 30, 31 and 36 | 40 28 47 9 84 41 19.2
T.658., R. 2 E., corner secs. 29, 30, 31 and 32 ...... 40 28 47.9 84 40 00.)
T.65., R. 2 E., corner secs. 28, 29, 32 and 33 ...... 40 28 48.0 84 38 51.4
T.658., R. 2 E., corner secs. 27, 28, 33 and 34 ...... 40 28 47.9 84 37 43.0
Coldwater, crossing Cincinnati Northem R. R. and

Main Street ens toate kniad adie scan ckraae brat -...| 40 28 47.9 84 37 38.5
T.68., R. 2 E., corner secs, 26, 27, 34and 35 ..... 40 28 48.2 84 36 34.3
Coldwater, crossroads 2 miles east Of ............... 40 28 52.3 84 35 25.9
Montezuma Station, crossroads 1 mile west of ....... 40 29 01.7 84 34 16.9
Montezuma Station, road crossing Cincinnati, Hamil-

ton and Dayton R. R. north of .............0506- 40 29 18.0 84 33 10.1
Road crossing east and west ..........-.0. eee eres 40 28 49.1 &4 32 38.8
Ts. 6 and 758., R. 2 E., corner secs, 32, 33,4 und 5 ..| 40 27 56.4 84 31 53.3
Road crossing north and south ............6.--0 00s 40 27 19.7 84 31 01.8
Road crossing north and south .............0- eeu es 40 26 48.1 84 30 27.5
Chickasaw, Main street crossing ...........---.455- 40 26 15.7 84 29 50.2
Maria Stein Station, road crossing ...............6. 40 24 28.2 84 29 35.5
T.758., R. 3 E., corner secs. 26, 27, 84and 35 ...... 40 23 35.3 84 29 36.4
Ts. 7and 8 8., R. 3 E., corner secs. 2, 3, 34 and 35 ..| 40 22 42.7 84 29 36.6
Ts. 7 and 8 §., R. 3 E., corner secs. 2, 3, ll and 12 ..| 40 21 16.0 84 29 42.5
232 PROGRESS REPORT

Geographic positions along highways—Continued.

 

 

 

 

Station. | Latitude. Longitude.

°o f “” ° , a
Osgood Station, street crossing 75 feet south of ..... 40 20 24.0 84 29 42.0
Ts. land 12 N., Rs. 3and4E., secs. 7,12 13and18..| 40 19 31.8 84 29 42.7
Road crossing east and west near schoolhouse....... 40 18 23.2 84 29 42.1

Road crossing about 500 feet east of 14 corner be-

tween secs. 25 and 30 T. 11 N., Rs. 3and4E ....| 4017 30.9 84 29 37.0
T. road west at center sec. 36, T.11N.,R.3E...... 40 16 28.5 84 30 15.5
T.11N.,R.3E., centersec. 12 ...............000. 40 14 49.5 84 30 14.2

 

Geographic positions along spur line west from near northwest corner of Greenville

 

 

 

quadrangle.
Station. | Latitude. Longitude.
|
° , au ° 7 ”
T.13N., R.1E., 4 corner between secs. 10and11....} 40 14 40.7 84 44 48.1
T.13N., R. 1 E., center sec. 9, crossroads near...... 40 14 43.2 84 46 30.6
Ohio-Indiana state line at blacksmith shop.......... 40 14 45.9 84 48 16.2

 

Geographic positions along spur line west from near northwest corner of St. Henry

 

 

 

quadrangle.
Station. Latitude. Longitude.
I
° , u ° t ”
T. 6S., R. 1 E., corner secs. 26, 27, 34 and 35....... 40 28 47.9 84 43 36.8
T.65S., R. 1 E., corner secs. 27, 28, 33 and 34 ...... 40 28 47.9 84 44 45.7
T.68., R.1E., corner secs. 28, 29, 32 and 33 ...... 40 28 48.0 84 45 54.2
T.6S., R.1E.,, corner secs. 29, 30, 31 and 32 ...... 40 28 48.5 84 46 02.9
Ohio-Indiana state line near 14 corner between secs.
25 and 30, T.68.,Rs.1H.and1W ............ 40 29 06.1 84 48 10.3

 

 

 
TOPOGRAPHIC SURVEY. 233

PRIMARY TRAVERSE.

ASHTABULA COUNTY.
(Jefferson and Andover Quadrangles. )

The following geographic positions were determined by primary
traverse run by Mr. C. B. Kendall, field assistant, during the summes of
1903. The line begins at Andover triangulation station of the United
States Lake Survey, near Andover, and runs northwesterly along Lake
Shore and Michigan Southern Railway to Jefferson, thence wes! via high-

_ ways to the 81st meridian, thence south to parallel 41° 30’, thence east to
milepost 33 on Ohio-Pennsylvania State line. <A line was run south from
Jefferson along meridian 80° 45’ to parallel 41° 30’; and another east
from Jefferson to milepost 15 on Ohio-Pennsylvania State line. .A\ tie
was ulso made to United States Lake Survey station Thompson in north-
eastern Geauga county, and Mesopotamia in northwestern Trumbull
county. Positions are given on the United States standard datum.

Geographic positions along Lake Shore and Michigan Southern Railway between Leon
and Jefferson.

 

 

 

Station. | Latitude. | Longitude.
| |

° t u ° t ”
Leon, road crossing 1,000 feet north of ............. 41 39 24.2 80 36 59.0
Dorset station, low grade line crossing ............. 41 41 29.7 80 40 31.1
Road crossing’ 252s exsesasre yee tei se teeter eece se 41 42 40.8 80 42 47.4

Jefferson station, 300 feet south of center east siding

St Streeh CrOSBING «sis cs goed anes we oes eae eda 41 44 17.3 80 45 41.2

 

Geographic positions along highways from Jefferson west to the 81st Meridian.

 

 

 

Station. Latitude. Longitude.
|

° , ” ° ’ a“
Jefferson, 2.5 miles west of, three corners ........... 41 45 08.4 80 47 57.6
Austinburg, four corners at 0.2.0... 0c eee eee 41 46 18.3 80 51 17.4
Austinburg, 2.5 miles west of, four corners ......... 41 46 01.9 80 53 59.9
Forks of road, road north ..........0. 000s eee eee 41 45 46.3 80 55 17.5
Harpersfield center, four corners at ................ 41 45 33.2 80 56 47.8
Residence of J. H. and L. D. Fowler, four corners at...} 41 45 33.2 81 00 10.2

 
234 PROGRESS REPORT

Geographic positions along 81st meridian between parallels 41° 45’ and 41° 30’.

 

 

 

Station. Latitude. Longitude.
° , a” ° ‘ ”

"PhreesCOTMeTS! asaist ads hedge cied Apes qumeearas x 41 44 33.6 80 59 47.2
Mill creek, center of bridges over ..............-5- 41 42 45.4 80 59 32.0
HOUR COINCTS: 4.5 coi cara Sn eRe eR SRE BES 41 41 54.7 80 59 35.6
Special school district No. 2, four corners at........: 41 Al 24.4 81 00 58.8
OUP CORES iadie Acts bons i eeu nen terannea a anagess 41 40 41.3 81 00 58.6
Folleys {Otis COrmers) « ccscsneceeas,oeawnstiwen cone ete 41 39 57.7 81 00 59.0
Catholic Church, three corners just south of ........ 41 38 30.4 81 00 59.4
Trumbull creek, center of iron highway bridge....... 41 38 08.2 81 00 09.9
Hart’s Grove school district No. 4, three corners ....| 41 37 58.7 80 59 32.4
EB STORG CAS Us euiaidstindys spe Se waras ainiscars tag tier Manral scapes 41 37 08.7 80 59 32.3
Four corners at signpost ‘‘ Hartsgrove 2 miles” ...... 41 36 19.8 80 59 32.3
Schoolhouse, district No. 7, four corners ............ 41 35 30.7 80 59 32.3
Three corners, south edge of east and west road ..... 41 33 50.3 80 59 30.3
Stoneville, .25 mile west of, four corners ........... 41 33 14.2 80 57 47.1
Windsor Mills, three corners at top of hillnear church.| 41 32 06.7 80 57 44.7
Windsor Mills, south end of covered highway bridge

Over Phelps creek criss sun ddawioagegal sducls ieee ee 41 31 58.3 80 57 50.8
Three corners, forks to eaSt ... 2... eee 41 31 22.7 80 57 54.7
Iona postoffice, four corners at ..............00005e 41 30 30.7 80 58 22.6
Wade schoolhouse, .75 mile west of, three corners,

fOVK 1O:SOUth cacwsccaioks uae ee ate een 41 30 54.4 80 44 12.2
Wade schoolhouse, .75 mile south of, three corners....] 41 30 23.0 80 43 22.3
FOUr COMers jas cmtey cee sad ce cne mamas ne onees 41 30 22.7 80 41 06.7
(Dre 6. COMETS) fess, cnnzneaear ctea whos arcane Swaias ohemnes 41 30 38.2 80 39 58.6
White schoolhouse, three corners at .............-. 41 30 31.3 80 38 52.1
FOUL COMES saves nares wera pte ean Geant eee tee ee 41 30 35.4 80 387 22.4
Stanhope creamery, .6 mile north of, three corners ..| 41 30 24.2 80 36 20.3
Stanhope creamery, three corners at Pennsylvania Ry.

CROSSIN Bash ch dn raps eters genie age ganieny edomee g 41 29 54.1 80 36 17.1
Pennsylvania Ry. crossing, .5 mile east of four cor-

METS ignite aun nkcwivau a Gamaead make mawen wares 41 29 54.3 80 35 50.2
POuUrCOImeIsS s 4245.3 4 eee ete ee ee ee eS 41 29 55.5 80 34 12.8
Stratton creek, center of bridge over ............... 41 29 56.0 80 33 28.0
Cornelian, four cornerS at «1.2.0.0... cece eee eee 41 29 34.9 80 31 50.7
Ohio-Pennsylvania state line, milepost 33 .......... 41 29 34.0 80 31 09.6

 

 

 
TOPOGRAPHIC SURVEY.

235

Geographic positions along highways from Jefferson south to parallel 41° 30’.

 

 

 

Station. Latitude. Longitude.
° , “a” ° , “
Jefferson station, .6 mile south of, fork of road to

southeast ginc.a etnies waa ua seeua gra dadacuies 41 43 53.0 80 45 51.7
Lenox, 1 mile north of, four corners ............... 41 41 40.7 80 45 42.2
Lenox, four corners at.... 2.0... cece cece eee 41 40 47.8 80 45 41.3
Township line, New Lyme and Lenox, four corners at.| 41 38 35.4 80 45 39.1
Three corners, road eaSt ....... 0... eee eee 41 37 27.3 80 45 47.1
HOUr:- COMETS S55. <cratis carted ye Salta Ae emamere a ences 41 36 17.8 80 45 46.9
FOUR COMCIS wie v en cane se Fe. Sa he ee REE ewes 41 35 44.0 80 46 49.2
New Lyme, four corners near hotel................. 41 34 56.1 80 46 35.8
HOUB.COPMGTS: sachets eaves OFS God SE wae aie banal na aOa 4l 33 26.7 80 46 12.8
Colebrook, four corners at ....... 2.0... c eee e eae 41 32 08.8 80 45 45.4

 

 

 

Geographic positions along highways from Jefferson east to milepost 15 on Ohio-Penn-

sylvania state line.

 

 

 

Station. Latitude. Longitude.
° , a ° t “u
Jefferson, Lake Shore and Michigan Southern Ry.,

1.37 miles east of, forks of road to southeast ...... 41 44 17.4 80 44 04.3
Forks Of Oa ots cette Se Stace ace Lie Ved Raneb deracmuaedos 41 45 06.5 80 43 34.8
Lake Shore and Michigan Southern Ry., low grade line

CLOSSING. dardania Ged eee eee 41 45 03.8 80 42 18.8
ROUr COMERS ccc.nt 00 Bh. Ose Se ead panes SO 41 45 05.4 80 41 07.8
Giddings postoffice, four corners at................. 41 45 05.4 80 40 04.0
Gould postoffice, three corners at church just north of} 41 45 07.4 80 37 22.0
Creek, center of bridge over ...............-00000, 41 45 03.9 80 36 05.7
Pierpont, three corners at soldiers’ monument....... 41 45 08.4 80 34 13.4
Pierpont, 1.75 miles east of, four corners............ 41 45 09.4 80 32 05.5
Milepost 15, Ohio-Pennsylvania state line, three cor-

OLS DEBT cies fees csesivte ease alsa sererd-a lee as Us AsReadetn tas tomcaetas 41 45 09.7 80 31 10.3
Milepost: 15s isichacdehnesel ees ovarceed bea ay eee ‘41 45 12.9 80 31 10.0

 

 

 

Geographic positions between Iona and Mesopotamia triangulation station.

 

 

 

Station. Latitude. Longitude.
° t uu ° , “u”
‘County line, four corners at «1... 20.0... ee eee eee 41 30 31.1 81 00 11.4
Three corners, forks West ..........6 500000 e ee eee 41 28 44.9 81 00 11.9
Four corners, center of road of Middlefield township..| 41 27 31.3 81 00 12.4
Mesopotamia triangulation station ........-........ 41 26 59.75 | 80 59 53.15

 

 
236 PROGRESS REPORT

Geographic positions along parallel 41° 30’ between meridian 81° and milepost 33 on
Ohio-Pennsylvania state line.

 

 

| |
Station. Latitude. Longitude.

 

 

 

 

oo ‘ a ° ‘ “
FOur COMers 4425 cee08 rave eye yes Meee e abe eee ees 41 30 30.2 80 56 21.1
Forks of road to northwest....... 06.620 c cece eens 41 30 30.0 80 55 16.6
Grand River, center of covered bridge over ......... 41 30 18.1 80 54 28.0
OWES adi Ao Mics SMAI A est yism Homieuaasl aces Brag Sa duse ie 41 29 20.6 80 53 49.4
Schoolhouse, four corners at..........06. 0.0 c eee ee 41 29 20.3 80 52 40.0
Four corners on State road......... 0.00 cece eee 41 29 20.5 80 52 05.7
Orwell, 1 mile south of T. road east ............-.. 41 31 16.1 80 52 04.6
Pennsylvania Ry. crossing ............0.. 000s eeee 41 31 16.0 80 50 53.3
Three corners, road to north ..............0.e eee 41 31 16.2 80 49 47.1
"TAPES COPMETE: 35.6.6 Sens soe geen a's wad hare Fide aomanshanar anes 41 31 16.0 80 48 36.8
DHPES COMETS) sesn ew eal a 4 Mie wis ¥ Wee ae end oid EES 41 31 20.0 80 47 26.6
Thrée:COmers sats esecgepececs and aewees eiee ae saes 41 30 19.6 80 47 24.0
Schoolhouse, three corners at......-.. 00... 0c eee 41 30 51.9 80 45 17.6
Reference marks:— _ 8 feet east to fence line.

168 feet northwest.to southeast corner of schoolhouse.
55 feet southwest to nail in root of maple tree.
TOPOGRAPHIC SURVEY.

CLINTON AND WARREN COUNTIES.

(Blanchester Quadrangle.)

23)

This line, run by Mr. J. R. Ellis, starts from adjusted positions at
Blanchester and follows highways to southwest corner of quadvangle,
thence to Westboro via B. & O. Railroad to southeast corner of cuad-
rangle; thence along highway to Blind Siding four miles northeast of
Wilmington, where it connects with primary traverse by Mr. George 'T.
Hawkins, thence along highway to north wherever the line connects with

original position.

Geographic positions along Baltimore and Ohio Southwestern Railway.

 

 

 

 

 

 

 

 

 

 

 

Station. | Latitude. Longitude.
I

° t “u ° t ”
N. W. and 8. E. road crossing ................0.0. 89 27 41.1 83 46 11.2
Blind siding, road crossing near................... 89 27 56.2 83 45 05.3

Geographic positions along highways.

Station. Latitude. Longitude.

° + “u ° , u”
DT POMAMOLEHWESE 2 inc he lies vod wh ba nha eb in a 39 28 23.3 83 44 21.9
T.t0ad SOUtheaSt cc ccie pacers ae ia weheniduaiea sacnn 39 29 31.3 83 45 40.9
Di TOadCaShwccasege tender ewnagiean hohe aeees Bas 39 29 54.9 83 47 06.4
DP TORG MOTTA: pape ana eiid ne nies ae sted mie aes ee tee 39 30 03.0 83 48 04.1
Intersection of roads is ia kiecicesdaeer re saanendes 39 30 05.5 83 48 56.7
Crossroads! 2502s. ticoar aa esse en cakes vests ae 39 29 57.8 83 50 27.2
Gurneyville, crossroads 1 mile southeast of ......... 39 30 24.8 83 51 29.9
Gurneyville, crossroads at.............000. eee ee 89 30 53.2 83 52 37.3
LvxrOad NOtth ys. cis ataee da hee anave Rae eee ERE S 39 31 13.4 83 53 43.5

Geographic positions along the Detroit Southern R. R.

Station. Latitude. Longitude.

° t ” ° , u
Private road crossing... ..... 0. ccs e cece e nee nes 39 31 14.2 83 54 28.9
Road crossing north and south ...............+e0e. 39 30 42.9 83 55 14.3
Kingman, road crossing ........-6-.0esseeee ences 39 29 58.9 83 56 21.7

 

 
238

PROGRESS REPORT

Geographicpositions along highways.

 

 

 

 

 

 

 

 

 

Station. | Latitude. Longitude.
°o t aw” ° t ”
Jonah’s Run church, T. road south near ............ 39 29 46-9 83 58 54.6
Th TOad WeSt 22 tes nate An ene ee Races hee Aas 39 29 08.7 83 58 56.8
Hickoryville, T. road baat just west Of meade 39 27 53.2 83 59 41.0
Road west. ig.gicssdcned Sue ediire ed sear Benes SEES ae 39 27 10.4 83 59 37.1
Vandervorts crossroadS ............. eee eee eee ee 39 26 39.6 83 59 18.7
Tig, COAG WESE: cnsisus had ct ea nus athcsad BG Ih Seager 39 25 46.0 83 58 59.0
Pennsylvania R. R., at private road crossing, azimuth
Of Re Re GIS OW cic gne a aatea a sae eae aed deel ete 39 24 25.2 83 58 37.9
Clarksville, crossing Wilmington and Cincinnati pike
and Main Shreet: gucicn kinda’ aae ee avon eee t's Ha Seeks 89 24 03.3 83 58 50.6
Intersection Wilmington and Cincinnati pike and
‘Blanchester road ........ 00.0 eee eee ee cece eens 39 23 40.6 83 59 15.3
T. road northwest ........ 00. e cece eee e eens 89 22 04.5 83 58 17.9
Crossroads: <2. sad yee sedwa ened’ gan cman pale ad eet 39 21 33.8 83 59 04.2
Ty, TOad SOUGKEaSE: sss da enc Gea Ree ae a 389 21 11.9 83 59 37.3
Blanchester, crossroads 3 miles northeast of ........ 39 19 45.5 83 58 08.7
Road north sav ixvee saws es se ee cas oe EF eee aS 39 18 55.4 | 83 59 01.8
WirOad. sesas aeeass eee ee 39 17 53.1 83 59 32.9
Geographic positions along highways.
Station. Latitude. Longitude.
° £ ” ° t ”
Blanchester, main street crossing B. & O. Railroad...} 39 17 31.4 83 59 14.2
Road southeast......- 0000s cece eect eee eee ee 39 16 54.1 83 59 43.1
ROadsmOrthWwese: ssa cance utcawe qarny ava gre tee gt 39 13 31.4 84 00 09.2
Woodville, intersection of road -25 mile east of .....| 39 15 19.2 84 00 26.3
Pike road southeast) w232ss0 01 dese ee dey sees ages 39 15 42.0 83 59 19.3
Blanchester, crossroad 2 miles southeast of.......... 39 16 06.0 83 58 13.9
ROS: MOTtHeASE js 3.4 4 pAnc awe ha aca. wd He Race plans ene 39 15 36.7 83 57 39.7
Ee TOR SOULHEEBE: jesceit saw ace en ars os Re eemee ae Be 39 15 58.1 83 56 37.8
Road SOUtN «. pon kewae en ae cgerienes as soe Ta eae 389 16 24.6 83 55 16.7

 

 

Geographic positions along the Baltimore & Ohio Southwestern Railroad.

 

 

 

Station. Latitude. Longitude.

° y a ° , a”
Westboro station road crossing 300 feet west of...... 39 16 51.3 83 54 38.6
Private road crossing north and south ..............| 39 16 35.5 83 53 48.0
Private road crossing north and south .............. 35 16 17.7 83 52 45.3
Road crossing north and south ............-+e0e eee 39 16 00.6 83 52 02.7
Klocks station, road Crossing at...........e eee e eee 89 15 24.5 83 50 14.3
Private road crossing north and south ..............| 39 15 06.7 83 49 21.1
Road crossing north and south ...........-+.+-0055 39 14 35.0 83 47 45.6
Lynchburg, Main street crossing at.........-.-.+.-. 39 14 30.5 83 47 32.4
csiekcbnas icant 39 14 08.4 83 46 26.6

Road crossing north and south .........

 
TOPOGRAPHIC SURVEY.

Geographic positions along highways.

239

 

 

 

 

Station. Latitude. Longitude.

, ° , uv ° t a”
Ts TOSG SOUL: yas ge Gus ees ae a eee Dee eeASe 39 15 12.9 83 45 55.0
Highland-Clinton County line ........... 000000000: 39 15 49.9 | 83 46 59.4
Rodd €a8t.cies swe ashe keeled vess bees ee ee eer 39 16 46.6 83 46 21.8
Bridge, T. road north at ....... 0.0... eee eee eee 39 17 23.2 83 45 55.6
Intersection of roads ............ 00 cee eee eee 389 18 22.9 83 44 45.6

 

Geographic positions along the Baltimore & Ohio Southwestern Railroad.

 

 

 

 

 

 

 

 

 

 

Station. Latitude. Longitude.
° , ” ° , “
Road crossing under trestle ..................0000. 39 19 14.8 83 45 12.8
Farmer’s Station, Main street crossing ............. 89 1913.9 | 83 45 48.9
Geographic positions along highways.
Station. | Latitude. Longitude.
|
° ¥ a” ° ‘ a”

_ Bridge crossroads .......-. 0.00000 eee e eee eee ee eee 39 20 16.3 83 45 34.3
Farmer’s Station, crossroads 3 miles north of ....... 89 21 15.4 83 45 33.9
Church, T. road northeast at ...............0.. woe | 89 21 59.0: 83 46 11.0
ane southeast: dws gure cu dar eea siesta aly d ew lecdaerendys 39 22 46.4 83 45 55.5
T; road ‘southwest: ses ¢ oi teyss twee cam h eens eee: 39 23 29.3 83 44 55.0
T. road northeast ............00 2 cece eects 39 24 08.2 83 45 19.4
New Antioch, T. road northeast of church in west part

Ob cee scaiean ama pes ana Que Mines ate iaN a heals 39 24 32.0 83 44 56.0
Union schoolhouse, T, road southwest near.......... 39 25 53.4 83 44 11.0
T,. road: South WEStisias 5 4.25 26 ha Hey ae Sa eee a eels 39 26 31.9 83 44 53.0

 
240 PROGRESS REPORT

ALLEN AND AUGLAIZE COUNTIES.
(ima Quadrangle.)

This line was run by Mr. J. R. Ellis and starts from adjusted posi-
tion at Kemp station and follows south along public highways to south-
west corner of quadrangle, thence east on public highways along south
border of quadrangle to Sante Fe, thence north on public highways to
adjusted position at Westminster station.

 

 

 

Station. Latitude. Longitude.
° t ” ° I u

Kempton of railroad 267° 26'.......... 0.0 eee eae 40 43 25.6 84 13 27.6
Kempton, crossroads .5 mile south of............... 40 42 52.9 84 13 23.3
T.458., Rs. 5 and 6 E., corner secs. 7, 12,13 and 18..| 40 42 01.9 84 13 22.7
T.458., Rs. 5 and 6 E., corner secs. 13, 18,19 and 24.., 40 41 09.6 84 13 22.3
Ee. TOA WESb: a ecnc nem tae Hees MwA yA was 40 40 17.4 84 13 21.9
T.48., R. 6 E., 14 corner between secs. £9 and 30...) 40 39 51.6 84 12 13.0
Hume, crossroads .5 mile south of................4. 40 39 12.2 84 12 12.4
T.58S.,R6E., corner secs, 5,6, 7and8............ 40 37 41.4 84 12 11.9
T.558S., R.6E., corner secs. 7,8, 17 and 18.......... 40 36 48.8 84 12 11.2
ATES TOA GAS biea cis ax 4 ase. ais ade ah wiesdacdd,t Toyntdae ia, Seienan deb ater 40 35 56.3 84 12 10.7
T.58.,R.6E., 14 corner between secs. 19 and20....} 40 35 29.9 84 12 10.4
Wapakoneta, crossing of Blackhoof and Auglaize

BiTe6tS At sc) pews vas ee by ecuee ie cad aca oye ees 40 34 14.6 84 11 46.2
Wapakoneta, Piqua pike at crossroads 1 mile south of] 40 33 18.8 84 11 55.7
Schoolhouse, crossroads at ....6.. 6. cece eee eee 40 32 00.2 84 12 09.3
DP TOad WEST is oka oe ke am ee hae Sie eneaceaas deeds a 2% 40 31 07.7 84 12 09.1
Schoolhouse, road east, 1-3 mile north of............ 40 30 41.3 84 12 13.0
Church, crossroads 1-5 mile north of................ 40 29 48.8 84 12 37.0
Cincinnati, Hamilton & Dayton Railroad, at east and

WESE CTOSSINE 2.0.0 ed gaes tu eyeeade dee mR E ee 40 29 48.9 84 11 17.5
T. 68., R. 6 E., corner secs. 21, 22, 27 and 28....... 40 29 49.3 84 09 51.5
T.65S., R. 6 E., corner secs 22, 23, 26 and 27........] 40 29 49.3 84 09 51.5
T.65S., R. 6 E., corner secs. 22, 23, 26.and 27....... 40 29 49.7 84 08 42.6
T.65S., R. 6 E., corner secs. 23, 24, 25 and 26....... 40 29 50.6 84 07 34.2
T.65., Rs. 6 and 7E., corner secs. 19, 24, 25 and 30.| 40 <9 51.9 84 06 25.6
T.658., R. 7 E., corner secs. 19, 20, 29 and 30....... 40 29 51.6 84 05 17.1
T.65S., R. 7 E., corner secs. 20, 21, 28 and 29....... 40 29 51.7 84 04 08.3
T.658., R. 7 E., corner secs. 21, 22, 27 and 28....... 40 29 51.7 84 02 59.8
T.6S., R. 7 E., comer secs 22, 23, 26 and 27....... 40 29 51.6 84 O01 51.3
T.658., R. 7 E., comer secs, 23, 24, 25 and 26....... 40 29 51.5 84 00 42.9
Santa Fe crossroads at ....-. 60. eee cee eee 40 29 28.4 83 59 37.7
Santa Fe, T. road west 114 miles north of........... 40 30 43.8 83 59 37.8,
T,6S., Rs. 7 and 8 E., corner secs. 7, 12, 18,18 ....} 40 31 40.3 83 59 37.9
T.658., Rs. 7 and 8 E., corner secs. 1, 6, 7 and 12...:| 40 32 32.7 83 59 37.8
Ts, 5 and 6S., Rs. 7 and 8 E., corner secs. 1, 6, 31 and

BB. cain sy BES GE HOEK Sip AER UEEES See Swan ame ead 40 33 25.2 83 59 37.7

 

 
TOPOGRAPHIC SURVEY. 241

 

 

Station. | Latitude. Longitude.

 

 

° , ao oO / ”

T.58., Rs. 7 and 8 E*, corner secs. 25, 30, 31 and 36] 40 34 17.4 83 59 37.8
T.558., Rs. 7 and 8 E., corner secs. 19, 24, 25 and 30.; 40 35 09.8 83 59 37.9
T.5S., Rs. 7 and 8 E., corner secs. 13, 18, 19 and 24.) 40 36 02.1 83 59 38.0
T.58., Rs. 7 and 8 E., corner secs. 7, 12,13 and 18 .| 40 36 54.3 83 59 38.2

 

T.55S., Rs. 7 and 8 E., corner secs. 1, 6, 7and 12....| 40 37 46.6 83 59 38.4
Ts. 4and 58., Rs. 7 and 8 E., corner secs. 1, 6, 31 and

BG siS ido gaara cess Geese BINS Se alate da Gia BAST aREAN. ae ae 40 38 38.7 83 59 38.5
Ts. 4and 58:, R. 8 E., corner secs. 5, 6, 31 and 32...| 40 38 39.1 83 58 31.7
T.458., R. 8 E., corner secs, 29, 30, 31, 32........... 40 39 31.4 83 58 32.2
T.48., 8 R. E., corner secs. 19, 20, 29, 30........... 40 40 23.6 83 58 32.6
Westminster, T. road east at ........... 0.000. e eee 40 41 35.9 83 58 47.4
Westminster, T. road north 1 mile northwest of......| 40 42 05.8 83 59 38.6
Westminster station, Azimuth of railroad 276° 41’....| 40 42 57.2 83 59 35.3

 

 

16—T. 8.
242 PROGRESS REPORT

1904.

PRIMARY TRAVERSE.

MEDINA AND SUMMIT COUNTIES.

(Akron and Medina Quadrangles. )

The following geographic positions were obtained from primary
traverse in 1904 by Mr. C. B. Kendall, field assistant.
from adjusted traverse position at Lodi, follows highways northward
to Grafton triangulation station of the United States Lake Survey,
thence east to Hudson, and is tied to Western Reserve Observatory at

that place.

Geographic positions along highways.

The line starts

 

 

Station.

Latitude.

Longitude.

 

Lodi, junction of main line Baltimore and Ohio Rail-
road with branch from the south, point is 75 feet
west Of £00], NOUS segs essa cg igtas hones we

Lodi, in stone step at northeast corner Taylor Inn, bronze
tablet stamped ‘Prim. Trav. Sta. No. 4."..........

North and south road at fork to southwest, west edge
_of, 30 feet southeast to telegraph pole, 40 feet west
to telegraph pole ........-. 6.0 e eee e eee eee eee

Three corners, road to east, west edge north and south
road at, 30 feet to William Gusinger’s mail box, 40
feet southeast to corner front yard...............

Chatham Center, in northeast corner of end of Academy
Hall, bronze tablet stamped ‘Prim. Trav. Sta. No.
DIA vss ees Shahar ale: kg WASHOE to rmred ARS

Chatham Center, four corners 1 mile north of, 40 feet
northwest to sign post, 40 feet southeast to mail box

Litchfield, road crossing 300 feet west of Northern
Ohio Railway station...........660. eee e ee eee

Litchfield, stone in center of park, said to be center of
GOWNSDIP 0.05. e eee ee eee eee eee eee eee ee

Medina and Lorain county line, three corners road to
BOSE ca esd po ae bF4 REL Dew es OEE SSRN Aw ERS ERENT S

Schoolhouse, four corners, at 40 feet northeast to cor-
ner of school-yard fence, 35 feet southeast to tele-
phone pole. ..... 6. 0s. eee reece ee eee eee eens

Grafton A station, 0.5 mile southeast of, crossing
Cleveland, Lorain and Wheeling Railway, near four

 

41

4l

41

41

4l

41

41

41

41

41

41

01 39.3

02 00.3
04 00.6
04 37.2

06 06.2
06 44.6
09 29.9
10 04.0

11 55.8
12 26.7

12 25.9

 

82

82

82

82

82

82

82

82

82

oL

00

01

01

Ol

01

01

01

01

01

04.6

45.8

29.8

29 .2

29.0
27.8
24.2
23.3

25.8

25.8

81 59 02.2
TOPOGRAPHIC SURVEY. 243

Geographic positions along highways—Continued.

 

 

Station. Latitude. Longitude.

 

° i! a ° ‘ a“

Grafton triangulation station, U. 8. Lake Survey ....| 41 12 44.0 8! 59 37.0
Grafton, four corners 1 mile northwest of, 31 feet
northeast to nail in mail-box post, 34 feet west to
nail in telegraph pole..... ee ee 41 13 20.0 82 00 13.
Four corners, 45 feet southeast to corner hedge fence, :
50 feet northwest to corner fence post marked with

to

brass tacks. soy ses tuvey dag eeeer wee re aee ioe 41 14 13.8 82 00 11.8
Lorain and Medina counties, three corners, road to
HOFGH: DEE WEE co's des cseraug'y sun dude Pad ite Pause usb @lecauge be 41 14 14.6 81 58 29.0

Liverpool, in north wall Lutheran church, 1 foot left of
entrance, bronze tablet stamped ‘‘Prim. Trav. Sta. No.

GOA eek relate ercestitecag th Male ena aS aU Sea Ae SRR as 41 14 13.8 81 55 38.3
Liverpool, road crossing 200 feet south of station of

Cleveland, Lorain and Wheeling Railway......... 41 14 14.5 81 54 29.9
Four corners, 45 feet southeast to telegraph pole, 40

feet northwest to signboard ..................4. 41 14 15.2 81 52 42.4
Three corners, road to north, 35 feet northwest to :

maple tree, 40 feet northeast to maple tree........ 41 14 17.0 81 49 25.8

Four corners, township line between Hinckley and
and Brunswick townships, 25 feet northeast to
pump, 20 feet southeast to elm tree.............. 41 14 17.5 81 47 06.6

Four corners, 40 feet northwest to fence corner, 40
feet northeast to maple tree near corner of house..}| 41 14 17.9 81 45 52.7

Hinckley, four corners, 400 feet west of, in north end of
west abutment of tron bridge, bronze tablet stamped
“Prim; have Sta: No: 82" 4, avevaeies ease saserads 41 14 18.

Three corners road to south, 45 feet west of bridge...| 41 14 22.

Four corners, 20 feet south to signpost, reads ‘‘ Hinck-
ley, 2 miles; Richfield, 3 miles; Regatton, 5 miles;
Granger; 6 miles”. ...4 4. cn auceagever cet reau nee as 41 14 22.8 81 42 10.6

West Richfield, aluminum tablet stamped ‘‘Prim. Trav.
Sta. No. 106A.” Elevation ‘1,279 Cleveland,” in
south wall at southeast corner at stone foundation to
MeiGArier HOUSE: ssseeea ne dn eee ogi Keates Hie wee Bes 4l 14 24.0 81 39 20.1

Richfield, four corners at, 50 feet northeast to cedar
tree painted 1148, 35 feet southeast to corner of store} 41 14 23.4 81 38 17.3

Furnace Run, east end of bridge, 5 feet north of T. B.
M., a chiseled cross and square painted T. B. M. 913) 41 14 25.4 81 36 51.2

Three corners, road to south at fork to left, 60 feet
northwest to telegraph pole, 40 feet southwest to
laree TOck es siet weed aes ce eae eam Rep oe a eee 41 14 44.1 81 35 27.1

Peninsular, four corners at, 8 feet south to Soldiers’
Monument: .4.2- csp gcciews Shoe densa aieas o ie og ae 41 14 29.3 81 33 19.

hb

81 44 47.6
81 43 43.1

bo

bo

 

 
244 PROGRESS REPORT

Geographic positions along highways—Continued.

 

 

Station. Latitude. Longitude.

 

Peninsular, aluminum tablet, stamped ‘‘Prim. Trav. Sta.
No. 138A,” elevation 711, Cleveland, in north wall at :
northwest corner of town hall........... 0.4 eee eee 41 14 27.8 81 32 53.4

Three corners, second class road to south, 25 feet
southeast to mail box, 35 feet southwest to corner

fenC: POSE nose cine de denne dene Pers eree Eade eA 41 14 07.9 81 31 39.4
Chitteriden station, crossing A. B. & C. Electric Rail-

TOACBE Sain pe ey eek goad gus ae seed yaaa ss talgies 41 13 56.6 81 29 38.5
Hudson, center of Western Reserve Academy Observa- :

TO ieee oe wea Notions nae oa be ee 41 14 37.6 | 81 26 14.9

 

 

 

CUYAHOGA, GEAUGA AND LAKE COUNTIES.
(Mentor and Chardon Quadrangles.)

The following geographic positions were determined by Mr. C. B.
Kendall, field assistant, in June, 1904. The line starts at Warrensville
triangulation station, United States Lake Survey, follows highways east-
ward via Chester and Claridon triangulation stations, and is tied to a
point 1 mile west of Iona, located by primary traverse in 1903. Another
line was run northward along the meridian of 81° 15’ and connected with
Painesville church spire, located by the United States Lake Survey. Po-
sitions are given on the United States standard datum.

Geographic positions along highways.

 

 

Station. Latitude. Longitude.

 

° t ” ° t w”

Warrensville triangulation station, U. S. Lake Survey] 41 28 39.01 | 81 30 11.96
North Woodland, four corners ..............-.505- 41 29 10.1 81 29 52.3
Three corners, road to north, 20 feet north to tele- a
phone pole, 25 feet south to high fence ........... 41 29 31.0 81 28 36.9
Orauga Hill Church, four corners, 35 feet northwest to ee
telephone: pOle sinc gg ie can Gee en Meee Ee 41 29 30.1 81 26 18.2

Mayfield, street-car station on State road, 35 feet south
to center of car track, 40 feet south to northwest
corner Of street-car station............0+2eee eee 41 31 12.0 81 26 19.7

Gates Mill, in coping stone of west end of south abutment
of bridge ever Chagrin River, aluminum tablet stamped
“Primary Traverse Station No. 22A.” Elevation, “729
Clavelatid 5 sinideis doa Gt AE REG ES SHIRTS Wen EEE 4

31 02.9 81 24 13.5

 

 
TOPOGRAPHIC SURVEY.

Geographic positions along highways—Continued.

245

 

 

Station.

Latitude.

Longitude.

 

Three corners, road to south, 35 feet northwest to
telephone pole, 60 feet south to signpost ‘Chester
Crossroads, 2.5 miles; Cleveland, 16 miles; Chagrin
Palsy: 7 aMles? pecausuasi ane ts ck weap etiam, a See ae aot

Scotland station, center of trolley car track, 50 feet
HOLM West! Ol waso sesh ea gds.ce sku wedaeoaeeuey bares

Chester triangulation station, U.S. Lake Survey. No
station or reference marks could be found. Approx-
imate location of center identified by ruins of ob-
servation tripod .......... 0... cee eee eee

Chesterland postoffice, H. C. Cottrell & Sons’ store, in
west wall at northwest corner of stone foundation
bronze tablet stamped “Primary Trvaverse Station
No. 37A.”” Elevation, ‘1,217 Cleveland”’.........

Chesterland post-office, four corners, 1 mile east of, 35
feet southeast to signpost, 25 feet northeast to mail
OX cab shay tie, Seay nian tae NRA &.lane hope wamanares

Four corners, 30 feet east to signpost, 40 feet northwest
to corner fence post, 35 feet south to corner fence

Fowlers Mill, in coping stone at north end of west abut-
ment of bridge over Chagrin River west of, stamped
“Primary Traverse Station No. 51 A.” Elevation,
“LULL Cleveland’ ..................0.0.0. Bett

Fowlers Mill, 1 mile east of, four corners, 50 feet north-
east to signpost, 25 feet southeast to telephone pole

Munson Township, school district No. 6, four corners
at brick schoolhouse................0 0.0000 eee eee

Munson-Newberry, town line between ..............

Munson Township, four corners, 50 feet northeast to
small apple tree, 30 feet southwest to telephone pole

North Newberry, four corners, 60 feet northwest to
southeast corner of house, 50 feet southeast to tele-
PHONE POle:. 5 Fasc sas een 2 emcees AG enh usl Gon Aad aaa

Aldermon’s mill, four corners, 20 feet north to mail
box, 25 feet south to telephone pole .............

Three corners, road north, 20 feet south to telephone
poles: vseriy dense Oe vabved vache es tabene ac feeds

East Claridon, 1.5 miles southwest of, four corners, 34
feet northwest to nail in maple tree, 23 feet south-
west to nail in tree... 6... eee

Claridon triangulation station, U. S. Lake Survey ..

Baltimore and Ohio Railroad, center of track at road
CTOSSING shone ised eae Sed Bales 3 b's aah BE a Se eons

Four corners, 300 feet west of bridge, 45 feet south to
3-pronged cherry tree, 75 feet north to dead oak tree

Huntsburg, 2 miles south of, four corners, 50 feet north-
east to maple tree, 30 feet southeast to signpost,
Huntsburg, 2 miles, Middlefield, 4 miles ..........

 

41

41

Al

Al

41

41

4l

41

41
41

41

41

41

41

41

4l

4]

41

41

81 10.5

31 20.3

32 02.7

31 19.0
31 17.6
31 17.1

31 31.4

81 42.8

ASG

31 45.
30 00.

co

29 41.2

29 42.9
29 51.6
=9 49.8
31 12.9
30 39.38
30 18.6

30 04.2

380 35.1

 

81

81

8I

8

81

81

8I

81

81
81

81

81

81

81

81

8I

81

81

81

23

21

2

20

18

14

13
12

13

09

07

07

06.

04

03

27.1

33.4

48.1

55.0

36.5

00.1
58.7

02.3

387 .2

50.1

37 .2
246 PROGRESS REPORT

Geographic positions along highways—Continued,

 

 

| |
Station. | Latitude. Longitude.

 

Huntsburg, 2.5 miles south of, 0.5 mile east of four cor-
ners, in corner stone at south end of west abutment of
steel bridge over branch of Phelps Creek, bronze tab-

let stamped ‘‘Primary Traverse Station No. 122”...) 41 30 35.2 81 02 37.3
Ashtabula-Geauga county line, four corners, 1.75 miles
West OL lONa). ) cca pdlae saudi Sa Gee eee Qe Nes hao be 41 30 31.1 81 00 11.4

 

Geographic positions along highways from a point 1 mile east of Fowlers Mill to
Painesville.

 

 

| |
Station. Latitude. Longitude.

 

Chardon, 1 mile southeast of, forks of road, 25 feet
east tO SIQNPOSt.... 6.66. eee 41 33 43.2 81 12 04.6
Chardon, in first stone of banister to west end of stone
steps to south entrance to courthouse, aluminum tablet

stamped ‘‘Primary Traverse Station No. 14”....... 41 34 57.2 81 12 12.2
White church, four corners at, 45 feet southeast to 5

maple tree, 35 feet southwest to telephone pole....| 41 37 35.1 81 13 12.8
Concord station, Baltimore and Ohio Railroad, center

of main track and road crossing................-. 41 39 55.1 81 13 18.2

Concord, in large stone at east end of culvert, 250 feet
north of Baltimore and Ohio Railroad, bronze tablet

stamped “Elevation 987, Cleveland” ...........-. 41 39 57.3 81 13 18.7
Concord Center, four corners, 30 feet northeast to] _
maple tree, 45 feet southwest to maple tree ....... 41 40 28.0 81 13 27.9

Painesville, 1 mile south of, three corners and
forks of road to southwest, 45 feet northeast to

yard fence, 35 feet southeast to maple tree........ 41 42 24.1 81 14 20.1
Painesville, First Congregational Church spire, located

by triangulation of U. 8. Lake Survey ........... 41 43 25.76 | 81 14 43.37
Painesville, intersection of East Main and North State

PERCE 2 eae ihe a aac Hae tiated rr Bott tina tales. 41 43 33.5 81 14 28.7
Painesville, Episcopal Church spire, located by trian- :
gulation of U. 8. Lake Survey ............-.---4. 4l 43 40.98 | 81 14 35.16

 

 

 
TOPOGRAPHIC SURVEY: 247

Geographic positions along ae Pennsylvania Railroad from a point 5 miles northwest
of Columbus to London.

 

 

 

 

 

 

Station. Latitude. Longitude.
° , u ° , n”
Toledo and Ohio Central and Pennsylvania railroads

northwest of Columbus, crossing of .............. 40 00 04.5 83 05 57.4
Sullivant road crossing, 0.75 mile north ot ......... 39 57 58.9 83 04 38.8
Pike and telephone road crossing ................-- 39 57 55.1 83 05 43.5
Milepost 6, road crossing 400 feet west of .......... 39 57 51.7 83 06 40.5
Milepost 8, road crossing 200 feet east of ........... 39 57 44.3 83 08 47.3
Mileposts 8 and 9, road crossing between ........... 389 57 42.1 83 09 27.6
Alton, road crossing at ............ 0c cece eee eee 39 57 40.3 83 10 00.9
Pike and telephone road crossing northwest and south-

CASE ethan sence Sa Asie eat Ges amid Mie dels avoeee mien sien ales 39 57 33.2 83 12 12.0
Overhead road crossing ...............-..200 00s eee 39 57 27.5 83 13 57.3
Pike and telephone road crossing ................. 39 57 16.8 83 15 16.6
West Jefferson station, road crossing at ............ 39 56 48.6 83 16 08.9
West Jefferson, National road crossing ............. 39 56 40.3 83 16 23.9
Milepost 19, north and south road crossing 350 feet

WESt Oli dad Gurituas aoa n pines A eae des WHR alent 39 55 08.5 83 20 34.5
Milepost 20, north and south road crossing 100 feet

COSUi OF: cycc cachet Sata ne els gute a AE aegiea eue peg 39 54 49.1 83 21 31.0
Milepost 22, north and south road crossing 0.25 mile

West Oli. ccvkies Se peas yga kn hes Ges $e oS bere 39 54 01.7 83 23 48.4
London, crossing of ‘Big Four” Railway ........... 39 53 04.7 83 26 33.5

Geographic positions slong the “Big Four” Railway between London and
Springfield.
Station. Latitude. Longitude.
° ‘ “ ° t a
London, road crossing west of station ............. 39 53 03.2 83 26 45.6
London, High street crossing.................00005 39 53 01.5 83 37 08.8
Gravel road crossing .............2000eeeeee eee ee 39 53 16.4 83 30 01.0
Myers, road crossing 0.25 mile west of.............. 39 53 25.3 83 31.45.3
Dirt road crossing® : .0éc444 400 igdpecs ed erase teaes 39 53 30.7 83 33 12.5
Gravel road and telephone road crossing............ 39 53 37.8 83 35 13.6
Plattsburg, pike crossing at .............00000e 00. 39 53 43.8 83 36 40.8
Gravel road and telephone road crossing............ 39 53: 51.5 83 38 20.5
Brooks, road crossing at.............000ceeee cease 39 54 02.0 83 40 35.0
Oxtobys, road crossing at ........ 0... e cece eee ee 39 54 07.2 83 41 43.2
Pike and telephone road crossing ................. 39 54 16.3 83 43 47.9
Overhead road crossing .............0.- cece eee 39 54 22.2 83 44 40.0
Detroit Southern Railroad, crossing of ............. 39 54 31.4 83 45 53.5
Gravel road crossing ......... 0.0. c eee eee 39 54 33.0 83 46 15.8
Detroit Southern Railroad, crossing of ............. 39 54 37.4 83 46 33.5
Springfield, Limestone street car line, crossing of ....| 39 55 20.2 83 48 31.0
Springfield, National road crossing................. 39 55 35.3 83 50 32.3
Overhead road crossing ......... 00.06... e eee 39 55 10.1 83 51 41.6

 

 

 
248 PROGRESS REPORT

SUMMIT COUNTY.

(Akron Quadrangle.)

Additional control for this quadrangle was obtained in December,
1904, by Mr. J. R. Ellis, topographic aid, who ran a line from the Erie
Railroad station at Barberton west along that railroad 1.5 miles, thence
north along highways to West Richfield, and tied to Primary Traverse
Station 106 A at that place.

Geographic positions along highways.

 

 

Station. Latitude. Longitude.

 

 

Barberton, Barberton Inn, at right side of main entrance
stairway to, in face of support to veranda, aluminum
tablet stamped ‘“‘Prim. Trav. Sta. No. 50, 981 Cleve-

land”’ (elevation 981.260) ...................05. 41 00 47.0 81 36 39.7
Barberton, Erie Station..................0.0.0085 41 01 13.2 81 36 36.5
Barberton, road crossing 114 miles west of, (Erie Rail-

TOAD) wees on on weenie ab dey ek POM eee we se Awe ees 41 01 08.6 81 38 19.3

Bates Corners, crossroads at, 46 feet northeast tof
guidepost, 47 feet southeast to northwest corner 0 .
porch to hotel ...................00.0. ied sigvintonaieet 41 03 01.6 81 38 16.9

Norton and Copley Townships, line between, T. road
west, 13 feet southwest to sOuth end of culvert, 33

feet northwest to apple tree at corner of fence..... 41 03 43.9 81 38 16.5
Miksch’s Mills, forks of road north of, 30 feet east to
corner of yard fence, 60 feet south to guidepost....| 41 04 28.0 81 38 21.4

Copley, in southwest corner of Disciples Church, alumi-
num tablet stamped ‘‘Prim. Trav. Sta. No. 51, 1049,
Cleveland” (elevation 1,049.163)................. 41 05 58.5 81 38 39.5

Montrose, crossroads, at line between Copley and Bath
Townships, 39 feet southeast to cross on telegraph] _
pole, 45 feet northwest to F. Collins’ mail box....] 41 08 08.9 81 38 15.2

Ghent, T. road west, 24 feet southeast to northwest
corner of water trough, 41 feet southwest to north-
east corner of porch to store........ Sis ecboa aagiesnia WSS Al 09 29.6 81 38 14.0

Bath High School, crossroads at, 28 feet southeast to :
cross on telegraph pole, 43 feet southwest to cherry
tree at corner Of fence ......... 0.0 e eee eee ees 41 10 08.4 81 38 13.4

Bath Corners, crossroads at, 45 feet to northeas
corner of porch to Bath Hotel, 39 feet northwest to
Cuide post): x sean ce hasan ea eens Geos E ss 4 41 11 20.4 81 38 12.0

Bath and Richfield Townships, crossroads at, 90 feet
east to Wm. Miller’s mail box, 48 feet southeast to
signboard on tree.... 6.0.6... sees 41 12 08.4 81 38 17.8

Richfield Center, forks of road 114 miles south of, 24
feet west to Park Lee’s mail box, 46 feet southeast
tO gUIdePOSt a. cc views saw eee eee eek Mee ee 41 13 07.0 81 38 18.0

 

 
TOPOGRAPHIC SURVEY.

Geographic positions along highways—Continued.

249

 

 

 

 

Station. | Latitude. Longitude.
: |
° , a ° , u”
West Richfield, aluminum tablet stamped ‘Prim. Trav.
Sta. No. 106 A,” (elevation 1,279, Cleveland), zx
south wall at southeast corner at stone foundation to
81 39 20.1

the Carter House ..... 0.00 c eee c eee ence neces 41 14 24.0

 

ALLEN AND PUTNAM COUNTIES.

(Bluffton Quadrangle.) -

The following geographic positions were established by Mr. J. R.
Ellis in 1904. The line starts from primary traverse positions at West-
minster station and follows range line road (public) to primary traverse
position on Findlay, Fort Wayne and Western Railroad about 3 miles

east of Ottawa.

Geographic positions along highways.

 

 

|
Station. | Latitude.

Longitude.

 

o r ”

Westminster station........ 0.0.0. c cece eee eee eee 40 42 57.2
Westminster station, T. 4 S., R. 7 E., southeast corner’
sec. I, tn southeast corner of field of Joseph Craig,
northwest corner of his residence bears S. 88° E., dis-
tant 62.3 feet; south rail of Erie Railroad at road
crossing bears S. 6° E., distant 243.2 feet; in top of a
limestone post 30 by 8 by 8 inches set 26 inches in
ground, aluminum tablet stamped ‘Prim. Trav. Sta.
ING sh ache ers ener vals Screams usted eco a ences whda-s cae eee 40 42 59.9
Ts. 3 and 4, 8., Rs. 7 and 8 E., secs. 1, 6, 31 and 36, at
crossroads, 35 feet southeast to cross cut on corner
fence post, 34 feet northeast to cross cut on corner
TENCE POSbicosese ewok saNiee Magee E law yas 40 43 52.0
T. 38., R. 8 E., corner secs. 30 and 31 (west corner) at
T. road east, cornerstone .......... og ibs eed e hoe 40 44 44.5
Pittsburg, Fort Wayne and Chicago Railroad, at road
crossing between ranges 7 and 8 E., between tracks,
azimuth of railroad = 82° 21’ 09”............... 40 45 13.7
T. 38., Rs. 7 and 8, E., corner secs. 24 and 25 (east
corner), corner StONe ...... 0.6. e cece eee 40 45 36.7
T.35., Rs. 7 and 8 E., corner secs. 13, 18, 19 and 24,
COTMET SEONG i. 3 dessa end teatay FE sew Soiee 6 eee Gans Oa 40 46 29.0
T. 38., Rs. 7 and 8 E., corner secs. 7, 12, 13 and 18,
corner stone, at crossroadS........ 6... e eee eae 40 47 21.1

 

 

° t

83 59

83 59

83 59

83 59

83 59

83 59

83 59

83 59

”

35.

38.

38 .

38.

38 .

38.

38.

39.
250 PROGRESS REPORT

Geographic positions along highways—Continued.

 

 

Station.

Latitude.

Longitude.

 

T.35S., Rs. 7 and 8 E., east corner secs, 1 and 12, cor-
TP RUONS (tis ha Se OS OLS ee RRS NE ed ORE BT ERA
Lake Erie and Western Railroad, road crossing be-
tween ranges 7 and 8 E., azimuth of railroad =229°
WO! Gis cae coy ae are Cabs yes ud nah ML Foe Rea Cates
T.2S.,R.7E., northeast corner of sec. 36, in field owned
by Louis Roberts, northeast corner of Roberts’s rest-
dence bears S. 78° E., distant 63.3 feet; nail in tele-
phone pole on south side of pike bears N. 12° 15' E.,
distant 8.6 feet, aluminum tablet set in stone 7 by 16
by 24 inches set 20 inches in ground, stamped “Prim.
Thave Stas NOs 2) sec enk ines wn pee tte bs 1 Gh Rgsipia iin ave
T.28., Rs. 7 and 8 E., east corner secs. 24 and 25, at
T. TOPE WESE ca vo ciuveengastventieedwsen Rereawe
T.25., 7and 8 E., east corner secs. 13 ae 24, at T.
naa” West, corner StOne .....- 0... e eee eee
Rockport, crossroads at, 25 feet northeast to pump,
33 feet northwest to cross cut on telephone pole...
T.28., R. 7 E.,, quarter corner between secs. 1 and 12,
Ot: CLOSSTOBIS vicesicndeeina cettoses Meena eared dat
Ts. land 258., Rs. 7and 8 E., corner secs. 1, 6, 31 and
36, at crossroads, 24 feet southwest to cross cut on
telephone pole, 30 feet northwest to arrow on cor-
Her [6Nnce POSt ciavs sso vie garde AMGa kee ser +
T,158., R.7E,, corner secs. 25 and 36, at T. road west,
18 feet southwest to cross on south end of culvert,
30 feet northwest to cross on corner fence post.....
T. 1 S., R. 7 E., in northeast corner of sec. 25 in field
owned by John Keine, W. J. Luginbill’s mail box
bears N. 15° E., distant 39.5 feet; cross cut on third
layer of stone retaining wall to culvert bears N. 87° E.,
distant 14.5 feet; in top of Bedford limestone 30 by 16
by 6 inches, set 27 inches in ground, aluminum tablet
stamped ‘Prim. Trav. Sta. No. 37............ 0000
Northern Ohio Railroad at road crossing between
ranges 7 and 8 E., azimuth of railroad = 246° 59’ 59”
T. road south at small bridge, 18 feet southeast to
cross cut on south end of bridge, 25 feet southeast
to cross cut on corner fence post..............+-
Schoolhouse, Subdistrict No. 1, intersection of roads
at, 18 feet southwest to south end of stone culvert,
15 feet west to cross on telephone pole..........
T.15S., R. 7 E,, north comer secs. 1 and 2, at T. road
South, 32 fast southwest to cross on corner fence
post, 45 feet southeast to cross on telephone pole. .
T.1N., R. 7 E., west corner secs. 25 and 36, center of

 

Toad at felice €a8ts ..co.a0 Moyes we cea dees Grates

40

40

40

40

40

40

40

40

40

40

40

40

40

40

41

48

49

49

50

51

55

56

56

57

58

59

00

13.3

17.4

57.7

51.4

44.1

17.5

18.8

08 .9

48 9

41.5

34.2

 

83 59 39.5

83 59 40.1

83 59 40.8
83 59 40.9
83 59 41.5
84 00 00.0
84 00 15.8

83 59 42.7

83 59 43.1

83 59 43.8

83 59 43.6
84 00 01.7

84 00 46.8

84 00 53.6

84 00 54.8
TOPOGRAPHIC SURVEY. 251

Geographic positions along highways—Continued.

 

 

|
Station. | Latitude. Longitude.

 

Ottawa, 3 miles east of; in southwest corner of James
Maidlow’'s jront yard, southwest corner of Maidlow's
residence bears N. 44° 30' E., distant 46.8 feet; corner
post to southwest corner of Maidlow's yard fence bears
SW., distant 2 feet; in top of marble post 6 by 6 by 24
inches, set 23 inches in ground, aluminum tablet

stamped ‘Prim. Trav. Sta. No. 4” .............0.. 41 00 54.1 83 59 48.9
Cincinnati, Hamilton and Dayton Railway road cross-
ing between ranges 7andSE................... 41 01 18.2 83 59 45.3

 

TRUMBULL COUNTY.
(Bristolville Quadrangle.)
The following geographic positions were obtained from primary
traverse run in 1904 by Mr. J. R. Ellis from a point loeated at Phalanx
to Mesopotamia triangulation station of the United States Lake Sur-

vey:

Geographic positions along highways.

 

 

 

 

 

Station. | Latitude. Longitude.
° y “” ° - u
Phalanx post-office, crossroads at; 20 feet southeast to

guidepost, 18 feet west to stone in road........... 41 15 39.5 80 58 43.9
Phalanx post-office, Y road 0.5 mile north of; 24 feet

north to cross on telephone pole, 30 feet east to cross

ON PALEPOSt ge .c hei alige Racin Steger ees easee 41 16 12.6 80 58 38.9
T.5N., R. 5 W., comer to secs. 31, 32, 33 and 34...... 41 17 38.6 80 59 01.1
Crossroads, 40 feet northeast to cross on telephone pole,

40 feet northwest to cross on fence post .......... 41 18 29.0 80 59 01.0
US TOad €aSt sh anvaacerauden Garece shswacde aed Senos 41 19. 43.2 80 59 00.9
Crossroads at schoolhouse and corner secs. 1, 2, 3 and

4,T.5N., R. 5 W.; 20 feet northeast to E. F. Culp’s

mail box, 45 feet southeast to milk platform ...... 41 20 21.4 80 59 00.7
T. 6 N., R. 5 W., corner stone to secs. 2 and 11 (east

COME?) x sas e654 dete yu els ge HERG Bebe ea enya 41 21 42.0 80 59 00.3
West Farmington, 1.5 miles southwest of; in G. A. Mc-

Kay’s orchard, 120 feet northeast of Staté road at road

northeast; southwest corner of McKay’s house bears

N. 54° 50’ E., distant 211 feet; nail in east face of elm

tree on west side of road bears N. 27° 55’ W., distant

48.7 feet; iron post stamped Prim. Trav. Sta. No. 31”) 41 22 37.1 80 59 45.4
252 PROGRESS REPORT

Geographic positions along highways—Continued.

 

 

Station.

Latitude.

Longitude.

 

Pennsylvania Railroad at road crossing
Bundysburg, large flag pole at road intersection .....

° t Ww

41 24 09.1
41 2517.9

° ’ ”

80 59 24.5
81 00 17.4

Mesopotamia triangulation station, 0.12 mile east of;
west line and 0.5 mile south of center line of town-
ship of Mesopotamia, and 4 miles east of village of
Middlefield. Station mark: A stone post under
ground, with stone post over it as a surface mark.

Reference: Three stone posts, one N. 23° 23’ W.,
distant 102.6 meters; one N. 9° 51’ E., distant 96
meters; and one 8. 20° 40’ E., distant 129.4 meters
from geodetic point ........... 0... eee cece

41 26 59.75 | 80 59 53.15

 

 

 

IIOCKING, PICKAWAY, AND ROSS COUNTIES.
(Chillicothe Quadrangle.)

The following geographic positions were determined by primary
traverse in 1904 by Mr. J. R. Ellis, topographic aid. The line starts
from northwest corner of quadrangle and follows east along public high-
ways to Stringtown; thence south near east border of quadrangle to
Gillespieville; thence west to Schooley; thence northwest along Balti-
more and Ohio Railroad to Chilicothe; thence north along public high-
way to tie point at northwest corner of quadrangle. A line was also run
from Chillicothe south along Portsmouth pike to Waller.

Geographic positions along highways.

 

 

Station. Latitude. Longitude.

 

° , “u ° v u"

Scioto River, east end of bridge over 39 28 21.9 82 59 43.1
Scioto River bridge, nail in hub at T. road west 1 mile
east of; 24 feet east to cross on telephone pole, 27
feet northwest to D. W. Kellenberger’s mail box...
Corner secs. 1, 2, 15 and 16, 15 feet west to stone
between Ross and Pickaway counties; 35 feet south-
east to cross cut on rail fence.............. 0.0.
Nash’s Corners, crossroads at; 33 feet southwest to
Vernon Estill’s mail box; 30 feet southeast to cross
on corner of fence pOSt ........ 6... e eee eee eee
Nash’s Corners, T. road south 1 mile east of; 17 feet
northeast to Manger’s mail box; 18 feet northwest
to cross on gatepost

39 28 20.9 82 58 43.8

39 28 45.6 82 58 42.4

39 30 31.1 82 58 20.7

 

 

39 30 29.4 82 57 15.2
TOPOGRAPHIC SURVEY.

Geographic positions along highways—Continued.

253

 

 

Station.

Latitude.

Longitude.

 

Nash’s Corners, T. road west at small bridge 1.5 miles

east of; 3 feet northwest to southwest corner of bridge;
15 feet to southeast corner of bridge...........

(Azimuth of Norfolk and Western Railroad at Elm-
wood station =334° 44’ 45”,)

Elmwood station, T. road west about 900 feet east of;
22 feet east to cross on gatepost; 50 feet northwest to
cross on telephone pole ............... 0.0.0 eee

Meade, T. road northwest 1 mile southwest of; 21 feet
south to cross on gatepost; 30 feet west to cross on
FELICE: POSE eis ese sews dk a eed Lacoelang nies RE ae eae hd

Meade, crossroads at ; 22 feet north to W. F. Anderson’s
mail box; 38 feet east to corner of grocery store ...

Meade, in west corner of schoolhouse yard; west corner|
of water table to schoolhouse bears N. 46° 45' E., dis-
tant 38.3 feet; east corner of brick foundation to G. W.
Greeg’s residence bears S. 25° W., distant 116.3 feet;
in top of sandstone 6 by 12 by 36 inches, aluminum
tablet stamped “Prim. Trav. Sta. No. 8” ...........

Meade, T. road southwest 0.75 mile southeast of; 16 feet
southwest to David Polling’s mail box; 21 feet north
to cross on fence post at end of hedge fence ......

Oak Grove schoolhouse; crossroads; 37 feet north to
A. J. & Guy E. Pouter’s mail box; 24 feet south-
west to cross on large corner fence post...........

Whistler, crossroads at church; 36 feet northwest to
iron fence post; 34 feet southeast to cross on tele-
phone*pole: teisics ti. esa'as seveead sabes Haehe ened aA

T. 11, R. 20, corner secs. 28, 29, 32 aid 88. bisa sens

Whistler, T. road north 1 mile east of ; 36 feet northwest
to George Duhrsten’s mail box; 18 feet southeast to
south end of easternmost culvert .............+--

T. 11, R. 20, corner secs. 27, 28, 33 and 34; at T. road
north; 21 feet south to cross on fence post, 30 feet
north to cross on corner-fence post ............-.

T. 11, R. 20, corner secs. 26, 27, 34 and 35; at T. road
north; 21 feet south to cross on fence post, 27 feet

northwest to cross on corner fence post ..........
Stringtown, in southwest corner of William Ballard’s
pasture; southeast corner of Levi Imer’s store bears N.
24° W., distant 62.4 feet; cross cut on last end of stone
culvert bears S. 18° W., distant 38.5 feet; in top of
sandstone post 6 by to by 36 inches, aluminum tablet
stamped “Prim. Trav. Sta. No.9" .............05.
T. road east, 18 feet west to cross on gatepost ......
Adelphia, crossing Main and Concord streets; 40 feet
southeast to lamppost; 36 feet northwest to tele-|
-phone pole at general store.........0..e2..eeeeee

 

39 30

39 30

39 29

39 30

39 30

39 30

39 29

39 29
39 29

39 29

89 29

39 29

39 30
39 29

39 27

27.9

01.6

49 .0

25.1

18.0

00.3

43 .6

09 .3

07.5

05.6

02.0

 

82

82

82

82

82
82

82

82

82

82
82

82

56 40.7

55 28.0

53 29.1

52 55.5

52 40.5

52 04.3

50 56.8

49 19.7
48 46.9

48 13.4

47 40.0

46 33.6

46 27.1
45 23.5
254 PROGRESS REPORT

Geographic positions along highways—Continued.

 

 

Station.

Latitude.

Longitude.

 

Adelphi, T. road west 1 mile south of; 33 feet north-
west to cross on corner fence post; 21 feet to north-
west corner of stone culvert...............0.-04.

T. 10, R. 20, corner secs. 18, 19, 13 and 24; also line
between Ross and Hocking counties..............

Feightner, T. road north at blacksmith shop; 21 feet
west to southwest corner of shop; 30 feet northwest
tosmiall applertree: 2 cence ed gen ator Ree ee

Pritchard’s (Tom) residence, intersection of roads; 15
feet north to cross cut on small cottonwood tree. .

Feightner, 2 miles south of; in northeast corner of T. B.
Pritchard’s front yard; northeast corner to foundation
of porch of Pritchard’s residence bears S. 73° 15' W.,
distant 49.2 feet; nail in north face of cottonwood tree
in front yard bears S. 15° E., distant 7.7 feet; in top of
sandstone post 6 by 10 by 36 inches set 32 inches in
ground, aluminum tablet stamped “Prim Trav. Sta.
NOs NO) co oe dar se Sade Bares ane gas Seeman ok

T. road southwest, 18 feet south to cross on corner
fence post, 20 feet northeast to cross on fence post

Pike Run, T. road east at; 25 feet northeast to cross
on telephone pole, 25 feet southeast to corner of
Old Store: HWIdING .. . cea cyan ee Rah. binds LH aOR ES

Pike Run, crossroads 0.75 mile south of; 18 feet north-
west to cross on corner fence post; 22 feet southwest
to south end of box culvert..................05.

Pike Run, intersection of roads at bridge about 1 mile
west of; 10 feet east to north corner of bridge; 10
feet south to southwest corner of bridge..........

Haddox (George) residence, Y road east; 10 feet south
to cross on board fence; 30 feet west to cross on post

Summit of hill, center of road; 30 feet north to cross
OD PAbEPOBE ci. 2i5 Sah ie Aa a eG g ae Budi ede eeare Ge eH

Tedron farm, forks of road near head of Piney Creek;
18 feet northwest to cross on fence post; 24 feet
east to cross On fence pOSt..............0 eee eee

Watson Bobbett’s farm, T. road north; 21 feet south
to cross on rail fence..........- 0. eee eee ee eee

Fork roads, about 0.75 mile north of store; 25 feet
southwest to mail box; 25 feet east to cross on cor-
NST FENCE POSE ens aidw is eansndy ae eee eS A

Poe Valley, T. road west 0.33 mile south-of; 27 feet
northwest to cross on corner fence post; 25 feet
south to J. W. Cunningham’s mail box...........

Schoolhouse, T. road northwest; 21 feet south to cross

 

on gatepost; 36 feet northeast to cross on board fence

39 -

39

39

39

39

39

39

39

39

39

39

39

39

39

39

39

24 45.4

23 39.0

23 36.8

22 19.2

21 11.8

20 40.3

21 19.2

21 37.5

21 22.6

21 12.6

20 12.9

 

82

82

82

82

82

82

82

45 01.7

44 38.5

44 48.2

43 28.4

43 28.8

43 47.9
43 19.8
43 26.6

44 22.2
45 41.8

45 58.4

46 56.5

46 38.7
46 48.1

46 31.1

46 25.2
TOPOGRAPHIC SURVEY.

Geographic positions along highways—Continued.

255

 

 

 

 

 

Station. Latitude. Longitude.
; ° t ” ° a “u
Gilles pieville, in ground owned by George Radcliff; south-
west corner of Radcliff's residence bears N. 25° 45! E.,
distant 98.9 feet; northeast corner of Radcliff’s general
store bears S. 35° W., distant 126.3 feet, in top of sand-
stone post 6 by Io by 30 inches, aluminum tablet| .
stamped ‘Prim, Trav. Sta. No. TI’... 2.6... 39 16 01.9 82 47 24.4
Gillespieville, T. road south 1 mile west of; 27 feet
southwest to mail box; 35 feet southeast to cross
ON ACHCE: POST 5 cicrin hs hid oes Shae aameekd desea Ss 39 16 09.5 82 48 24.0
Gillespieville, T. road north about 2 miles west of; 36
feet northeast of cross on corner fence post; 21 feet
southwest to cross on walnut tree............... 39 16 33.8 82 49 29.7
Bridge over Walnut Creek, center of............... 39 16 49.2 82 50.21.9

 

Geographic positions along the Baltimore and Ohio Southwestern Railroad
between Schooley and Chillicothe.

 

 

 

Station. Latitude. Longitude.
O° # n ° z u”
Schooley station, in C. E. Harness’s pasture, on north
side of railroad; nail in cross cut on south face of elm
tree bears N. 3° 35' W., distant 51.1 feet; north rail at
center of north and south road crossing railroad, azi-
muth 8° 26' 50", distant 159.8 feet; in top of sandstone
post 6 by 8 by 30 inches, aluminum tablet stamped
“Pris Trave Sta. NOs V2? ou esc censsmed tangy ee 39 15 59.0 82 52 11.0
_ Milepost 104, private road crossing 1,500 feet north-
WEStiOE :ic6c4 Yeeae rhea ne teens base ebGas beoueg 39 16 47.9 82 53 19.5
Gravel pit, private road crossing 235 feet northwest of
west end of sWitch.......... 0.0.0 eee eee eee 39 17 35.1 82 54 22.0
Scioto River Bridge, west end of .............-+--- 39 18 18.9 82 55 20.0
Londonderry pike crossing .............0 00s eeeeee 39 18 50.7 82 56 02.2
Milepost 99, pike crossing 820 feet west of ......... 39 19 42.4 82 57 17.3
Chillicothe, crossing Baltimore and Ohio and Nor-
folk and Western railroads..................004. 39 20 05.3 82 58 12.7

 

 
256 PROGRESS REPORT

Geographic positions along highways.

 

 

Station.

Latitude.

Longitude.

 

Schoolhouse No. 2, T. lane west; 22 feet east to cross on
board fence, 33 feet southwest to cross on fence post
T. road east, 29 feet northeast to A. J. Seney’s mail
box, 33 feet northeast to guidepost..............
Hopetown, crossroads; 26 feet northeast to C. W.
Down’s mail box, 50 feet northeast to southwest
corner of P. H. Klatz’s shoe shop................
Hopetown, forks of pike 1 mile north of; 18 feet east
to cross on fence post, 50 feet northwest to arrow
painted on corner fence pOSt............0-.. eee
Hopetown, cross pikes 2 miles north of; 30 feet south
to William Albright’s mail box, 24 feet northwest to
cross On corner fence pOSt ..........0eee eee eee es
Mettler (George), in northeast corner of field; on west side
of pike opposite Meitler’s house, northwest corner of
foundation to corncrib, bears S, 22° 15' E., distant
78.2 feet; nail in west face of black locust tree in front
yard bears S. 82° 30' E., distant 54 feet. Iron post set
40 inches in the ground, stamped ‘Prim. Trav. Sta.
ING MSP ye chins 8, Saltaire Bie Mayet dads eatin nceatauss ays
Road east, 28 feet southeast to David Umstead’s mail
box, 24 feet northeast to corner of yard fence......

 

89 21 22.3

39 21 50.9
39 22 43.3
39 23 31.5

39 24 27.0

39 26 16.6

39 27 26.6

 

82 58 34.6

82 58 33.5

82 58 29.0

82 58 07.1

- 82 58 30.7

82 58 35.2

82 58 42.6

 

Geographic positions along highways from Chillicothe south to southwest corner of

 

 

 

 

 

 

quadrangle.
Station. Latitude. Longitude.
° t “” ° v a”
Chillicothe, in stone floor to court-house porch on right
side of main entrance to building. Aluminum tablet
stamped “Prim. Trav.-Sta. No. 14” ........-..--55 39 20 00.6 82 58 56.4
Chillicothe, crossing of Cincinnati, Hamilton and
Dayton Railway and Paint street .........-.+-.+. 39 19 20.9 82 58 45.2
Chillicothe and Portsmouth pikes, center of, at milepost
2: (ChillicOthe) 0c cscs sues danni ds Vig Pee eee ieee 39 18 31.2 82 57 51.6
Ludbecks Siding, crossroads west of; 24 feet east to :
mail box, 32 feet northwest to crosson telephone pole) 39 17 53.4 82 57 12.9
Massieville, T. road southeast at, water trough about
2 miles north of; 27 feet northeast to Blain’s mail
box, 18 feet northwest to northeast corner of water
frOUPh 452 ceded ames eekeke gh nes Mand A Neaea Nae. 39 17 23.5 82 56 48.6
Massieville, T, road northwest; 24 feet south to cross
on gatepost, 18 feet east to cross on board fence....| 39 16 04.1 82 57 51.6
TOPOGRAPHIC SURVEY.

257

Geographic positions along highways from Chillicothe, ete.—Continued.

 

 

|
Station. |

Latitude.

Longitude.

 

Massieville, 0.75 mile south of; in northeast corner of field
owned by Joseph Deuschle, on west side Chillicothe
and Porismouth pike; nail in east face of apple tree on
fence line bears N. 74° 15' W., distant 30.3 feet; hitch-
ing ring in east face of locust tree in front of Deuschle’s
store bears S. 26° 15' W., distant 262.1 feet—iron post
set 36 inches in the ground, stamped ‘‘Prim. Trav. Sta.

N05 (5 oii) nhs en, Pans waaae cee yemeanas matare Hen

39 15 34.7

 

82 58 10.3

 

COLUMBIANA AND MAHONING COUNTIES.
(Columbiana Quadrangle.)

The following geographic positions were obtained from primary
traverse run in 1904 by Mr. J. R. Ellis. The line starts from an ad-
justed position at Lisbon, runs eastward over the Pittsburg, Lisbon and
Western Railroad, and ties to the Ohio-Pennsylvania State line monu-

ment No. 81, near Negley.

Geographic positions along the Pittsburg, Lisbon and Western Railroad.

 

 

 

Station. Latitude. Longitude.
° , ” ° t “”

Lisbon, United States Geological Survey bench mark

No; 45 gece nda 3a Hao gee aa Mabe Beg es 40 46 20.28 80 46 04.04
Lisbon, street crossing of Pittsburg, Lisbon and

Western Railroad, just south of ................. 40 46 16.5 80 46 07.0
American Pipe Co., road crossing 0.25 mile east of....] 40 46 02.3 80 44 08.6
Road crossing under trestle ...................00.. 40 45 55.8 80 42 46.5
Elkton, road crossing north and south at station..... 40 45 52.8 80 41 54.6
Newhouse, switch block to mine .................. 40 46 51.8 80 41 16.7
Signal, road crossing; second crossing south of station.| 40 47 53.7 80 39 34.2
Rogers, road crossing 1 mile west of................ 40 47 38.1 80 38 37.1
Rogers, in southeast corner of Ida M. Rogers farm; on

north side of Pittsburg, Lisbon and Western Railroad;

southeast abutment to wagon bridge N. 9° 45' W., dis-

tant 202.8 feet; cross on northeast corner of foundation

t6 D, M. Millers residence bears S. 4° 4o' E., distant

644 feet; in sandstone post, aluminum tablet stamped

“Prim, Trav. Sta. No. 46"..........2.......0000, 40 47 35.6 80 37 39.4
Rogers, road crossing 0.75 mile east of.............. 40 47 42.1 80 36 58.5
Millrock station, road crossing .................... 40 47 56.1 80 35 31.2
Private road crossing at spur ....... cs teasnhicie au Stews 40 47 55.5 80 34 30.8
Negley, north and south road crossing at station..... 40 47 27.5 80 32 20.5
Ohio-Pennsylvania State line monument No. 81; stone

is 25 feet east of center of north and south road..... 40 47 49.98 | 80 31 08.93

 

 

 

 

17—T. 8.
258 PROGRESS REPORT

PORTAGE COUNTY.
(Garrettsville Quadrangle. )
The following geographic positions were obtained from primary
traverse run in 1904 by Mr. J. R. Ellis. The line starts from an ad-
justed position at Mantua, Ohio, and follows the Erie Railroad east

through Mahoning to Phalanx.

Geographic positions along the Erie Railroad between Mantua and Phalanx.

 

 

 

Station. Latitude. Longitude.
° ? n ° F ”

Mantua, road crossing north and south, Erie Railroad.| 41 16 52.8 81 13 28.8
Mantua, 0.33 mile east of; in southwest part of grounds

of Standard Oil Co., pumping station, southwest corner]

of foundation to boiler building bears N. 41° 50 E.,

distant 135 feet; nail in sugar maple tree bears N. 61°

W., distant 35.7 feet, and is 2 feet north of Erie Rail-

road fence, tron post stamped “‘Prim.Trav. Sta. No.29"| 41 16 59.7 81 13 00.9
Mantua, road crossing 1.75 miles east Of............. 41 16 50.6 81 11 32.4
T.5N., R.7 W., quarter corner between secs. 41and 50) 41 16 51.7 81 10 58.5
Overhead road crossing near milepost 34............ 41 16 34.8 81 09 44.0
Hiram station, road crossing .............---++++-- 41 16 37.4 81 08 42.9
Overhead road crossing north and south ........... 41 16 45.1 81 07 57.9
Garrettsville, in south part of H. J. Langton’s yard, south-

west corner of foundation to Langton’s residence bears

N. 30° 45' W., distant 129 feet; nail in cross mark on

west face of cherry tree bears S. 49° 30’ E., distant 6.2

feet; iron post stamped “Prim. Trav, Sta. No. 30”....) 41 16 53.4 81 05 54.2
Road crossing east and west about 800 feet east of mile-

POSE BB wc eee ete eee een eee eens 41 16 48.2 81 05 16.6
Road crossing east and west 0.50 mile southeast of

milepost 39.0.6... cece eee teen eens 41 16 46.4 81 04 02.3
Mahoning, road crossing ...-..---.-+-esee reer eee 41 15 42.9 81 02 57.7
Milepost 42, private road crossing 130 feet east of....] 41 15 29.6 81 01 39.4
County line, north and south road crossing. ......... 41 15 21.5 81 00 10.8

 

 

 
TOPOGRAPHIC SURVEY.

SCIOTO COUNTY.

(Greenup Quadrangle.)

259

The line starts from southeast corner of Scioto quadrangle, and fol-
lows highways south via Powellsville to Gould triangulation station,

United States Coast and Geodetic Survey.

Geographic positions along highways.

 

 

Station.

Latitude.

Longitude.

 

T. road southwest, 30 feet west to J. Herchman’s mail
box; 24 feet south to cross on rail fence...........
Road northeast; 12 feet south to cross on fence post;
57 feet northeast to cross on sycamore tree........
Cadot farm, intersection of Lyra and Wheelersburg
pike, and road southeast to Powellsville, near sum-
mit of hill; 36 feet northeast to cross on fence post;
36 feet southeast to cross on fence post............
J. M. Morgan’s residence, intersection of roads just east
of; 18 feet south to cross on picket fence...........
Quarter corner between sec. 28 and 32 (stone).......
Knapp’s (George) residence, intersection of roads at, 18
feet northeast to Knapp’s mail box; 40 feet south-
west to cross on large willow tree...............-.
Powellsville, about 1 mile northeast of; in orchard owned
by Lewis Knapp, north corner of foundation to Knapp’s
residence bears S. 32° 15' W., distant 164.5 feet;
nail in cross cut in black oak tree 8 inches in diameter
bears N. 86° 30” E., distant 85.2 feet; tron bench mark
post stamped “Prim, Trav. Sta. No. 24” ...........
Powellsville, crossroads at; 24 feet southeast to Rase
Bros.’ mail box; 50 feet southwest to northeast corner
of Rase Bros.’ store
Covered bridge over Piney Creek, intersection of roads
200 feet southeast of; 18 feet north to cross on post .
Stacker’s (H.) farm, T. road northwest at; 30 feet east
to cross on beech tree, 32 feet west to cross on corner
TENCE POSE: 6c sa ciiig aia dont ies OS Rhee Ea Ene
Franklin Furnace, T. road west on top of hill; 1.5 miles
east of; 27 feet north to cross on black-oak sapling, 40
feet West to.cross On Stump ........-....-. ee eae
Gould triangulation station (United States Coast and
Geodetic Survey) ; on the hills east of the Ohio river
1.5 miles air line from river at Franklin Furnace
landing. Station mark: Center by a pottery pyra-
mid 3 feet below surface, above which is a sewer pipe
6 inches in diameter, filled with concrete with a nail
in center. Other pieces of pipe, 4 inches in diameter,
with concrete, are sunk as follows: North, true,
6.08 feet distant; south, true, 6.11 feet distant; east,
true, 5.78 feet distant; west, true, a brass rod 0.25
inch in diameter, driven in smooth top of an oak
stump, and surrounded by nails as follows: \ ,
distant, 5.77 feet ........s cece cere e neers LS

 

° , au”

38 44 30.9

38 44 08.4

38 42 59.9
38 42 38.1
88 41 42.2

38 40 51.5

38 40 30.4

38 40 00.3

38 39 10.0

38 38 07.6

38 38 34.0

88 38 27.6

 

° , a”

82 45 47.0

82 44 59.8

82 45 21.3

82 4
82 4

ou Or

re
Be
HO

82 45 27.3

82 46 05.9

82 47 01.1

82 48 08.0
82 49 02.1

82 49 17.4

82 49 56.7

 
260 PROGRESS REPORT

Geographic postions along the Norfolk and Western Railroad between Franklin
Furnace and Wheelersburg.

 

 

|
Station. Latitude. Longitude.

 

Franklin Furnace, in northeast corner of Methodist
Church yard; cross on northwest corner to foundation
to church bears S. 24° 25' E., distant 26.4 feet; cross on
northwest corner to foundation to public school build-
ing bears S. 85° ro! E., distant 130.4 feet; iron bench
mark post set 40 inches in the ground, sages “Prim.
Trav: Stas Nox 25” ces sgcesacaens cee ores eas ses 38 38 42.2 82 50 56.0

Milepost 113, private road crossing 900 feet south of .| 38 39 48.8 82 51 20.7

Milepost 112, private road crossing 935 feet south of .| 38 40 39.8 82 51 34.0

Milepost 111, road crossing east and west 1,400 feet

BOUGHOF ci feces geacls deacdneaden een en wee ee 38 41 26.4 82 51 46.2
Wheelersburg, private road crossing at old log house 2

miles:sOuth-Of visage seesene veges ap ies oR earts 38 42 14.7 82 51 52.8
Wheelersburg, road crossing east and west 135 feet ;

south Of station 22. ..6 56. e semen ca ereetaneene 88 43 44.4 82 51 46.2
Wheelersburg, private road crossing east and west, just

south of (1 mile to water board), 1 mile northof....| 38 44 31.6 82 52 09.8
Railroad bridge over Little Scioto River, private“road

crossing just south Of.......... 0. cee cece eee eee 88 45 13.4 82 52 52.7

 

 

 

TRUMBULL COUNTY.
(Kinsman Quadrangle.)

The following geographic positions were obtained by Mr. J. R. Ellis,
topographic aid, in 1904. The line starts at a point located by primary
traverse near southwest corner of quadrangle, follows highways along
the western border of the quadrangle, and is tied to a position near Tri-
umph, located by Mr. C. B. Kendall in 1903.

Geographic positions along highways.

 

 

|
Station. | Latitude. Longitude.

 

Schoolhouse, T, road east; 21 feet southeast to W. B.
King’s mail box, 21 feet northwest to west end of

stone culvert, 2: ciccgses Goeed devas eu ean ses ae des 41 15 40.2 80 44 26.9
Guidepost (“Cortland 4 mi.’’), road northeast at, 90

feet north to guidepost ............0 ee eee eres 41 16 31.6 80 44 27.1
T. road east, 35 feet northeast to corner fence post, 34

feet southeast to corner fence post ........--..++- 41 17 02.8 80 44 27.4

T.5.N., R. 3 W., comer to secs. 47, 48, 53 and 54, T.
road south at, 13 feet north to A. Barnard’s mail
box, 40 feet southeast to C. W. Kennedy’s mail box.| 41 18 29.7 80 44 28.2

 
TOPOGRAPHIC SURVEY.

Geographic positions along highways—Continued.

261

 

 

 

Station. | Latitude. Longitude.
|
° t u ° t ”
T.5N., R. 3 W., corner to secs. 14, 15. 27 and 28, cross-
roads; 37 feet southwest to corner fence post, 42 feet
northwest to guidepost ................0-. eee 41 19 48.6 80 44 28.5
Cortland, guiedpost at Y-road north, 2 miles northof.} 41 21 11.1 80 44 13.5
Mecca, 1 mile south of; in west part of yard to school-
house, nail in east face of maple tree bears S. 55° W..,
distant 73.5 feet; nail in south face of maple tree near
fence bears N. 19° E., distant 79.8 feet; iron post
stamped “Prim. Trav. Sta. No. 34” ............... 4l 21 53.2 80 44 12.4
Mecca, corner stone in center of park............... 41 23 22.7 80 44 13.3
Crossroads, 40 feet northwest to guidepost, 40 feet
southwest to cross on fence post ..............-. 41 25 07.9 80 44 13.7
T.7N., R. 3 W., corner secs. 44, 45, 46 sand 47, T. road
east; 10 feet northeast to milk platform .......... 41 25 58.1 80 44 13.8
Crossroads, center of bridge .............-0.200005 41 26 51.4 80 44 47.7
Kenilworth, crossroads 0.5 mile west of; 40 feet north-
east to telephone pole, 66 feet southeast to maple tree] 41 27 43.4 80 44 48.2
Triumph, T. road east 1 mile south of; 27 feet west to
wild cherry tree, 70 feet southeast to maple tree 41 28 36.7 80 44 48.5
Triumph, crossroads, 57 feet southwest to northeast
corner of shop, 40 feet southeast to C. M. Rice’s mail
DOR 6 taieidedes dae oe gale ioe Seas oteane wae Sate Gale MOG 41 29 28.4 80 44 48.6
Triumph, 0.75 mile north of; in southeast corner of Mrs.
E. P. Priar’s farm, on west side of Jefferson road,north-
east corner of W. Cleat’s residence bears S. 37° 20' W..,
distant 48.6 feet; southwest corner of O.B. Humphrey’s
house bears N. 29° E., distant 129.4 feet; in stone post,
aluminum tablet stamped “Prim. Trav. Sta. No. 35”.) 41 30 08.1 80 45 03.0
Schoolhouse, nail in plug at three corners .......... 41 30 51.9 80 45 17.6

 

 

 
262 PROGRESS REPORT

COLUMBIANA AND MAHONING COUNTIES.

(Lisbon Quadrangle.)

The following geographic positions were obtained from primary
traverse run in 1904 by Mr. J. R. Ellis. The line starts from an adjusted
position at Canfield and runs south over the Erie Railroad to Leetonia;
continues southward along highways to Lisbon; thence westward over
highways along south border of quadrangle, and is tied to Kensington
triangulation station United States Geological Survey.

Geographic positions along the Erie Railroad between Canfield and Washingtonville.

 

 

 

 

 

 

 

 

 

Station. | Latitude. Longitude.
|
° t wo ° , a”
Canfield, west end of water trough at crossroads ..../ 41 01 29.36 | 80 45 38.59
Canfield, in town park, cross on southwest corner to

water trough bears N. 2° 50’ E., distant 32.15 feet;

cross on northeast corner of foundation of Farmers

National Bank bears N. 47° W., distant 148.4 feet;

iron post stamped''Prim. Trav. Sta. No. 143”...... 41 O1 26.1 80 45 38.6
Canfield, T. road east 1 mile south of; 19 feet northeast

to end of culvert, 58 feet southeast to cross on tele-

phone: Pole wc 2cacen se Mierkaesieatese (ehliawe yeldes 41 00 19.9 80 45 38.7
T. road south, 90 feet west to east and west road cross-

ing, Erie Railroad .............. 0.00... - cee eee 40 59 17.8 80 45 49.2
Corner to secs. 1, 2, 11 and 12, at crossroads ........ 40 58 21.5 80 45 49.5
Corner secs. 11, 12, 13 and 14, at crossroads, 21 feet

southeast to mail box, 18 feet southwest to west end :

Of culvert) cicadas candace ev aed ad brs ease HEY OES 40 57 29.8 80 45 50.3
Crossroads at schoolhouse, corner secs. 13, 14,23 and24| 40 56 38.0 80 45 50.8
Corner secs, 23, 24, 25 and 26 ............2..00005. 40 55 46.1 80 45 51.4
Schoolhouse, T. road west at, 14 feet north to east end

of stone culvert, 21 feet northwest to west end of

CULV ORE fa snay, Giemsa ape ontage catbnd sae eee 40 55 01.3 80 45 52.0
Washingtonville, Main street crossing of Erie Railroad| 40 54 02.6 80 45 50.5

Geographic positions along highways.
Station. Latitude. Longitude.
° t a” ° , ”
Leetonia, 0.5 mile northwest of; in southwest corner of

city reservoir grounds, cross cut on stone foundation

of left side of ventilator bears N. 52° 10! E., distant

50.3 feet; cross cut on northeast corner of foundation

to Mont Stover’s residence bears S. 89° W., distant

100.4 feet; iron post stamped ‘‘Prim. Trav. Sta..No.44”) 40 53 14.4 80 45 52.8
Leetonia, north and south road crossing Pennsylvania :

Railroad at Salem Iron Works.................5- 40 52 22.7 80 45 53.6

 

 

 
TOPOGRAPHIC SURVEY.

Geographic positions along highways—Continued.

263

 

 

Station.

Latitude.

Longitude.

 

Leetonia, crossroads 2.5 miles south of; 24 feet south-
west to guidepost, 39 feet southeast to mail box....
T. 15, R. 3, corner to secs, 23, 24,25and26........
Crossroads at schoolhouse, T. 15, R. 3, corner to secs.
25. 96) B5 and 9G. cc.ccainkios even ele oa san ei sees
Ts. 14 and 15, R. 3, corner secs. 1, 2, 35 and 36, at
CLOSSIO. sig view G4 CHER e Ce RD GEG a ee ee ey owe
Lisbon, T. road west, 0.25 mile east of; covered bridge,
21 feet northwest to corner fence post, 31 feet south-
CASE CO MAL DOK 144006 saad eames cases iowa ne eae
Libson, crossroads 0,25 mile northeast of, 30 feet north-
west to cross on telephone pole, 42 feet southeast to
water trough i659 24 4s 6 Se ea RS SRE das
Lisbon, in southwest corner of eastmost park; east vorner’
of foundation to mounted gun bears N. 79° 15’ W.,
distant 78.8 feet; bronze tablet in northeast corner of
court-house bears S. 48° 05' W., distant 119.9 feet;
tron post stamped ‘Prim. Trav. Sta. No, 45”. .......
T. 14, R. 3, corner secs. 15, 16, 21 and 22...........
Lisbon, T. road south, 2.5 miles west of; 39 feet south-
west to P. Joseph’s mail box, 36 feet east to large
White-Oak tLe@.... i. .ecuead ie sade cea da twehinee meee
T. 14, R. 3, corner to secs. 17, 18, 19 and 20, at cross-
roads; 18 feet northeast to mail box, 36 feet south-
east to 4 milepOBt. «.. 6 ceeag eee secs e etn egg edie
Lisbon, 5.5 miles west of; in southwest corner of Charles
Muller’s stable lot; cross on southwest corner to founda-
tion to residence bears N. 56° 20!' E., distant 111 feet;
cross on southwest corner of stable foundation bears
S. 66° E., distant 106 feet; cemented in sandstone post;
aluminum tablet stamped ‘Prim. Trav. Sta. No. 47”
Hanoverton, T. road 3 miles northeast of; 46 feet
northeast to guidepost, 10 feet south to cross on
TERCO-POSb ni visha inal bed haath wee nha wee iaes
Hanoverton, crossroads 2.5 miles east of; 18 feet south
to mail box, 24 feet northwest to mail box........
Hanoverton, T. road north, 1.25 miles east of; 53 feet
northeast to telephone pole, 36 feet northwest to
cross on rail fence ....... 0.0 cee eee
Hanoverton, crossing of Canal and First streets at 60
feet northeast to southwest corner of Wilhelm Ho-
tel, 241 feet northwest to lamp post ......-......
Kensington triangulation station, 1 mile south of Ken-
sington, on highest point of wooded hill; a country road
passes over south side; station mark: A marble post
48 by 6 by 6 inches, 36 inches in ground, in center of
top of which is cemented a bronze triangulation tablet
stamped “U.S. Geologieal Survey, Ohio” .........

 

40 51°08.
40 50'33.

40 49 40.

40 48 48.
40 47 56.
40 46 51.
40 46 20.
40 46 12.
40 46 07

40 46 12.

40 45 55.

40 45 58

40 45 47.
40 45 21

40 45 03.

40 43 20.

ao

0

4

0

 

80 45 54.3
80 45 54.5

80 45 54.9

Be as

80 45 55.0
80 45 38.8
80 45 47 4

80 46 04.6
80 48 13.6
80 48 59.7

80 50 30.0

80 5! 56.8

80 52 42.6

80 53 36.7
80 54 11.6

80 56 12.7

80 56 39.1

 
264 PROGRESS REPORT

This line starts from Kensington triangulation station of the United
States Geological Survey and runs northward over highways through
Beloit to a point 1.75 miles west of Berlin Center.

Geographic positions along highways.

 

 

| |
Station. Latitude. Longitude.

 

° , a” ° ’ ”
Milepost 50, road crossing 620 feet west of.......... 40 44 05.4 80 58 52.3
Lynchburg, road crossing 0.25 mile south of........ 40 44 19.4 81 00 02.4

Thomas (J. C.), field of, in northwest corner of, east side’
of north and south road and just south of road to
east: cross on northeast corner of foundation to Thom-
as’s residence, N. 66°W., distant 54.5 feet; nail in
west face of locust tree on east and west fence line
bears N. 87° 10!' E., distant 117.6 feet; in top of sand-
stone post; aluminum tablet stamped “Prim. Trav.

Stas NO AB ge ciraine aiid gninaiiaawaie vidas ahdavns 40 45 38.3 80 59 58.3
Road west, 18 feet north to guidepost, 24 feet south to

COME? STONES cs asctes has ce ee hee ee a 40 46 14.6 80 59 43.3
Section corner, T. road east, 15 feet northwest to fence

post, 27 feet northeast to guidepost.............. 40 47 06.6 80 59 38.8
Section corner,:1, 2, 11 and 12, T. road east at school-

HOUBe. seaeee cade ss seesoe eh yer edhees 2he eee ees 40 47 59.0 80 59 38.4

New Alexander, crossroads 2 miles north of; 39 feet
southwest to.guidepost, 9 feet east to stone in center
of east and West road.............. cesses ee eee 40 48 50.1 80 59 32.0

North Georgetown, crossroads 1 mile south of; 28 feet
northeast to: east end stone culvert, 30 feet north-
west to cross on telephone pole.................. 40 49 42.6 80 59 20.7

North Georgetown, crossroads, 30 feet southwest to
guidepost, 32 feet northwest to American Hotel sign-

post....... a Aitatvane MR MaeA CMAN eae Ne peed asin a aie 40 50 35.2 80 59 10.1
Section corner stone to sections 14 and 23, T. 6, R. 5,

Vi, LOMA WESUAEE stu sca yisdigsn Vets dios tha wary PALES TNE Y 40 51 28.0 80 59 39.0
Section corner stone crossroads at...........2..206- 40 52 20.4 80 59 39.1

T. road east, 33 feet southeast to northwest corner of
schoolhouse, 19 feet northeast to north end of culvert] 40 53 13.2 80 59 39.0
Westville, on property owned by R. I, Randolj; north-
west corner to Randolf stable bears S. 25° E., distant
15.2 feet; northwest corner to tile foundation to black-
smith shop bears N. 59° 4o' W., distant 65 fect; iron

post stamped'“Prim. Trav. Sta. No. 49”........... 40 54 08.0 80 59 38.8
Beloit, Pennsylvania Railroad at north and south road

CLOSING ohne eee A aa AEL MTP ORY Reo eS 40 55 14.7 80 59 37.6
Section corner 23 and 24, T road west......-...-... 40 55 50.0 80 59 37.4

Crossroads, 31' feet northeast to cross on telephone
pole, 22 feet northwest to cross on milk platform..| 40 56 42.1 80 59 37.2
Snodes station; corner to secs. 11, 12, 13 and 14, road
crossing of Hennsylvania Railroad.............-.- 40 57 34.
Corner to secs.'1, 2, Ll and 12...............0 0000s 40 58 26.

80 59 37.0
80 59 36.9

 

 

ow
TOPOGRAPHIC SURVEY.

Geographic positions along highways—Continued.

265

 

 

 

Station. \ Latitude. Longitude.
|
° t ww ° , u”
Corner to secs. 1 and 2, at T. road S................ 40 59 16.2 80 59 36.8
Christie’s pottery, crossroads at; 42 feet southwest to
letter box, 39 feet southeast to cross on telephone
POlE cs aes ot ced vey te eee eave Ree gee Ran Panna eweD 40 59 59.4 80 59 08.9

 

ROSS COUNTY.

(Era and Roxabell Quadrangles.)

The following geographic positions were determined from primary

traverse run in 1904 by J. R. Ellis.

The line starts from adjusted posi-

tion at southeast corner of Mt. Sterling quadrangle and follows public

highways east to northwest corner of Chillicothe quadrangle.

Geographic positions along highways.

 

 

Station.

Latitude.

Longitude.

 

Schoolhouse No. 9, in northeast corner of yard, northeast
corner of schoolhouse bears S. 53° 45' W., distant 30.4
feet; center of wood pump in schoolhouse yard bears
N. 71° 15' W., distant 51.2 feet; in top of sandstone’
post 5 by 10 by 30 inches, aluminum tablet stamped
“Prim. Trav. Sta. No. 5.7 2... cee ee ee eee

Schoolhouse No, 9, center of bridge about 1 mile east of

Schoolhouse No. 1, Deerfield Township, T. road west,
33 feet northwest to cross on board fence, 26 feet
southwest to cross on east end of wood steps......

Egypt Church, intersection of roads about 300 feet
north of; 27 feet north to cross on corner fence post;
48 feet west to front yard gate.................-.

Clarksburg, T. road north 1.5 miles west of; 30 feet
northeast to cross on corner of fence; 33 feet north-
west to cross on large corner fence post..........

Clarksburg, T. road northwest 0.75 mile southwest of;
27 feet east to cross on gatepost; 25 feet southeast
to cross on telephone pole ................0.0055

Clarksburg, in north corner of Jamcs Corcoran’s prop-
erty; southeast corner of foundation of Wilkin’s resi-
dence bears N. 60° 30’ W., distant 43 feet; northwest
corner to brick foundation to James Corcoran’s front
porch bears S. 30° E., distant 96.3 feet; wron bench-
mark post stamped ‘Prim, Trav. Sta. No. 6”.......

Clarksburg, T. road southwest 1 mile southeast of; 18
feet west to cross on white-oak tree; 28 feet north

 

to A. L. Lippincott’s mail box.................-.

39 30 15.0
39 30 19.1

39 30 23.4

39 29 59.0

39 30 11.4

39 30 05.6

39 30 16.2

39 29 41.5

 

83 15 03.5
83 13 49.3

83 12 30.7

83 12 10.1

83 10 46.1

83 09 50.1

83 09 II.7

83 08 20.6
266 PROGRESS REPORT

Geographic positions along highways—Continued.

 

 

Station.

|
|
|

Latitude.

Longitude.

 

Bridge, T. road northeast about 400 feet southeast of
(on Chillicothe pike); 33 feet north to cross on tel-
ephone pole, 40 feet east to cross on corner fence post

Carrie, T. road north; 19 feet northwest to north cor-
ner of post-office porch; 50 feet east to cross cut on
board fence

Deer creek, south end of steel-covered bridge over... .

T. road northeast, 21 feet west to mail box; 30 feet
north to cross on corner fence post..............

Schoolhouse No. 3, T. road north; 27 feet southeast
to cross on gatepost; 30 feet northwest to cross on
corner fence pOSt ....0 0.0.00 ccc e cece cece eens

Yellowbud, T. road west 0.75 mile south of; 25 feet
northeast to cross on telephone pole; 40 feet south-
west to cross on corner fence post...............

Yellowbud, town pump at T. road east.............

Yellowbud, in southeast corner of George Kline’s front
yard on east side of canal; southeast corner of founda-
tion to Kline’s residence bears N. 43° 50’ W., distant
25.9 feet; center of southeast corner fence post of yard
bears S, 60° E., distant 3.4 feet; lower hinge of front
yard gate bears S. 77° 20' W., distant 37.4 feet; in 7 by
14 by 26 inch sandstone post, aluminum tablet stamped

“Prim. Trav. Sta. NO. 77... cee eee

Yellowbud, T. road east about 1.75 miles south of; 21
feet southwest to cross on telephone pole, 21 feet
northeast to cross on fence post

 

89 29 11.5
89 29 36.5
89 29 12.1
89 29 21.1

39 28 55.0

39 29 28.7
39 30 11.8

39 30 12.0

39 28 39.3

 

83 07 37.1
83 06 10.8
83 05 06.3
83 04 32.3

83 03 13.8

83 00 48.9
83 00 35.0

83 00 29.8

83 01 02.5

 
TOPOGRAPHIC SURVEY.

PORTAGE COUNTY.

(Ravenna Quadrangle. )

267

The following geographic positions were obtained by Mr. J. BR. Ellis,
topographic aid, in 1904, by primary traverse line along the Lake Erie,
Alliance and Wheeling Railroad from Phalanx to Deerfield; thence along
highways to Atwater, where it was tied to a traverse position located in

1900:

Geographic positions along highways.

 

 

 

 

 

Station. Latitude. Longitude.
° t “” ° , ”
Christie’s pottery, crossroads 1 mile north of; 35 feet

north to cross on board fence, 39 feet north to corner

FENCE: POS avs nee Ga daead ated MA re tae od 41 00 37.1 80 59 10.7
Berlin Center, crossroads, 1.75 miles west of; at school-

NOUBE? sci: oyna Geld ated ces ey Lider eee RE es 41 01 28.1 80 59 11.4
T. road south at stone culvert ..................4. 41 01 28.8 81 00 08.2
Deerfield, station, in southeast corner of Hubbards

orchard on north side of road east and west, 418 feet

east of road crossing, northeast corner of house owned!

by Mullen Coal Co, bears S. 51° 15' E., distant 160.1

feet; nail in root of black oak tree on south side road

bears S. 42° 15' W., distant 72 feet; tron post stamped!

“Prim, Trav. Sta. No. 38"... ........---.0-6- 40 OI 29.3 81 O01 11.8
T. road south, 27 feet southeast to telephone pole.....| 41 01 28.8 81 02 34.7
T., 1, R. 6, corner to secs. 29, 30, 31 and 32 ......... 41 01 28.5 81 03 02.1
T road south, 36 feet southeast to cross on corner fence

post, 13 feet north to A. H. Legaller’s mail box.....} 41 01 28.9 81 03 54.4
Deerfield, 1.5 mile west of; T. 1, R. 6, corner to secs. 43,

44.52). 58) ae vin vlad Va SEE SE GA HELO en Blanes skalen 41 01 29.0 81 04 46.1
T. 1, R. 6, corner secs. 55 and 56, crossroads, 36 feet

southwest to guidepost, 40 feet southeast to large

LENCE POSt sits aye cd a quame s. daw made aR ded dem oes 41 01 29.0 81 05 55.6
Crossroads, 40 feet northeast to cross on corner yard

fence, 40 feet southeast to crosson corner boardfence} 41 01 24.6 81 07 25.0
Atwater, crossroads .......... ec eee cece cence eee 41 01 25.2 81 08 53.3
Atwater, center in northeast corner of George Heiser’s

front lawn, iron post stamped “Prim. Trav. Sta. No.37”| 41 01 25.1 81 09 00.0
Atwater, Pennsylvania Railroad at east and west road :

CLOSSIO Lois vis) es gee aes ats al eth a kT Se mlg ee Se 41 01 25.4 81 09 49.4

 

 

 
268 PROGRESS REPORT

Geographic positions along the Lake Erie, Alliance and Wheeling Railroad between
Newton Falls and Deerfield.

 

 

Station. Latitude. Longitude.

 

 

Newton Falls, 2.66 miles south of; in southwest corner of
D.T. Hott’s farm, at east and west road crossing, nail
in root of gum tree bears N. 53° 4o!' E., distant 72.4 feet;
nail in root of black-oak tree bears S. 79° 55' E., dis-
tant 39.8 feet, in sandstone post, aluminum tablet

stamped ‘Prim. Trav. Sta. No. 36” ............... 41 09 10.8 81 00 05.3
Pritchard, road crossing ................0 eee eee 41 08 03.1 81 00 29.2
ROnG Crosse cian iauuosa adinsky Seeder ate santed a 41 06 48.2 81 00 51.6
Diamond post-office, road crossing at station........ 41 05 55.5 81 O01 21.3
Diamond post-office, road crossing 1 mile south of . 41 05 14.0 81 01 21.3
Davis, road crossing at station ............0...---- 41 04 22.3 81 01 20.7
Davis, road crossing east and west 0.75 mile south of

StAtiOns si ota cad dews Leda eee GREATER Hee Zo 41 03 43.8 81 01 16.9
Schoolhouse, road crossing .............:0 eee e eens 41 02 47.6 81 01 16.7
Deerfield station, road crossing east and west 70 feet

NOTCH WESTOP 65 cies cages cases Gu WARE IMA Sepa ee 41 01 29.0 81 01 17.2

 

 

 

 

JACKSON, PIKE, AND SCIOTO COUNTIES.
(Scioto Quadrangle.)

The line starts from adjusted position at Glade and runs south along
highways to southeast corner of quadrangle; thence along Baltimore and
Ohio Southwestern Railroad to Sciotoville; thence along Norfolk and
Western Railroad to Portsmouth, and north to Sargents. A line was
also run from Portsmouth along highway to Scioto triangulation station,
United States Coast and Geodetic Survey.

Geographic positions along highways.

 

 

 

Station. Latitude. Longitude.
|
° t “ ° , ”
Glade, north and south road crossing .............. 39 00 48.9 82 46 58.4

Glade, in John Whitman’s woods pasture; 440 fect south
"of road crossing; on cast side of north and south road,
spike in north face of white-oak tree bears S. 14° ro!
E., distant 27.3 feet; spike in white-oak tree bears S.
40° E., distant 31.6 feet; tron bench-mark post set 4o
inches in the ground, stamped ‘‘Prim. Trav. Sta. No.
202 ed oA ayitin dF dat ince nagNNe WiNs 8S hice ue oR ao Se ees 39 00 44.6 82 46 58.5
Glade, T. road west 1 mile south of; 15 feet east to cross
on fence, 30 feet northwest to cross on corner fence
POSbis ee ca Oak aa dah AY AERA Se peda ew sues a 39 00 04.0 82 47 02.3

 

 
TOPOGRAPHIC SURVEY..

Geographic positions along highways—Continued.

269

 

 

Station.

Latitude.

Longitude.

 

Schoolhouse, T. road west just south of; 15 feet east to
cross on rail fence, 36 feet southwest to cross on
comer fenced pOSt . 6.25 sy 85.. Gene ees tees comes

Crabtree’s (Mary), residence, crossroads at; 21 feet
northwest to cross on picket fence, 35 feet southeast
to cross on corner post to yard fence .............

T. road east, 30 feet southeast to cross on fence post; 21
feet northeast to cross on white-oak tree .........

T. 5, R. 19, corner tosecs. 5and6 ................

Myrtle post-office (discontinued), 0.25 mile north of; in
ground in northwest part of Hamilton churchyard;
wire nail in cross cut on south face of large white-oak
tree on the north side of east and west road bears N. 27°
E., distant 49.5 feet; cross cut on northwest corner of
foundation to church bears S. 15° 45' E., distant 13.1
feet, tron bench-mark post stamped “Prim. Trav. Sta.
Nos 20 answers yee ein gue edge pee ne dea seen ceed:

T. 5, R. 19, quarter corner between secs. 8 and 17 ...

McDaniel’s residence, intersection of roads south of; 30
feet north to cross on sycamore tree; 24 feet south to
arrow on corner fence post ...... em acest ete Saas

Schoolhouse No. 12, near; cemented in solid rock,
benchmark tablet stamped elevation ‘678 feet”’....

Dever’s (J. H.) farm, T. road west just north of covered
bridge; 27 feet southwest to cross on top board fence,
24 feet east to J. H. Dever’s mail box ............

Tron bridge over Brushy Fork, T. road west; 60 feet
west to east end of bridge; 60 feet north to J. D.
Martin's. mail bOX: sos ences oes aces ens ea nee se

T. 5, R. 20, 0.25 mile west of corner to secs. 28, 30, 32
BN BS cscs tines d goss obs Aaa S28 caer eRe Seen ee ae

Intersection of roads near church; east end of small
bridge: .c.acrsesictauccemeic ene eaten neue nies

F'inkerman, in Liberal Brethren Church, southwest
corner of foundation to church bears N. 67° E., distant
6.3 feet; northwest corner foundation to church bears
N. 45° E., distant 38 feet; iron post set 36 inches in the
ground stamped “Prim. Trav. Sta. No, 22”..........

 

38

38

38
38

38
38

38

38

38

38

38

38

38

59 21.

58 41.

57 27.
56 46.

55 18.
54 54.

54 38.

54 16.

53 43.

53 10.

52 12.

51 24.

50 I7.

2

6

bo

 

82

82

82
82

82
82

82

82

82

46

46

46
46

45
45

46

46

46

46

45

46

46

15.5
08 .4

34.8
52.5

30.0

59 .6

06.7

09.9

 
270 PROGRESS REPORT

Geographic positions along the Baltimore and Ohio Southwestern Railroad between
Webster and Scioto Furnace.

 

 

 

 

 

 

 

 

 

 

Station. Latitude. Longitude.
° t a” ° , a
Webster, road crossing Baltimore and Ohio South-
western Railroad about 0.75 mile southwest of..... 38 48 57.4 82 44 27.0
Trestle No. 374, north and south road crossing under.}| 38 48 28.8 82 45 35.5
Scioto Furnace station ........... 0... cece eee eee 88 47 57.9 82 45 54.8
Geographic positions along highways.
Station. Latitude. Longitude.
° t a ° , ”
Cameron farm, crossroads; 33 feet southeast to cross on] _
Bppler tree es sve Ges s eistigas sinnetted ae hand aiddes Rares Gee — 38 46 49.1 82 45 17.7
Scioto Furnace, 3 miles south of; in orchard at John
Bisco’s farm; southwest corner of stone foundation
bears N. 40° 35' E., distant 108.6 feet; wire nail in
south face of apple tree used for gatepost bears N. 30°
45' E., distant 22.5 feet; iron bench-mark post stamped
“Prim. Trav. Sta. No. 23”....... 0.0.2.0 e eee eee 38 45 48.3 82 46 24.4
Corner to secs. 4, 5, 8 and 9, T. road west; 24 feet
northwest to E. Strickland’s mail box; 24 feet
88 45 22.7 82 46 38.0

 

 

southeast to cross On fence pOSt............----

 

 

 

Geographic positions along the Baltimore and Ohio Southwestern Railroad
between Sciotoville and Lilly.

 

 

 

Station. Latitude. Longitude.
Sciotoville, in east corner of W. M. Price's property;on| ° ' ” S fey Se
north side of Baltimore and Ohio Southwestern Rail-

road just off of right of way; northeast corner of foun-

dation to Sciotoville Milling Company’s building

bears S. 6° 50! E., distant 168.5 feet; northeast corner}

of Baltimore and Ohio Southwestern Railroad depot

bears S. 59° W., distant 441.5 feet; tron bench-mark

post set 42 inches in the ground stamped “Prim. Trav.

Sta: NO: 267 sciueraczatu dea nee saat saya ee ys 38 45 37.9 82 53 26.9
Milepost 48, road crossing north and south 600 feet

WBE OF ofp gc ician sie arent oe wiahae bia Dae gal aegul gaa’ Fenwia ee 88 46 05.0 82 52 14.2
Slocum, road crossing north and south west of plat-

FOP: ficiag oid Se¥eE ERLE AROS RE ee ew ees 38 45 59.8 82 50 32.9
Slocum, road crossing east ace west 1 mile east of..) 38 45 58.1 82 49 39.6
Milepost 45, road crossing 220 feet south of........ 88 46 29.8 82 49 16.7
Trestle No. 387, road crossing under..........-.-- 38.46 36.3 82 48 27.7
Lilly, road crossing at south end of switch.......... 38 47 06.5 82 47 46.5
Lilly, overhead road crossing 0.75 mile northeast of..| 38 47 31.8 82 47 09.7

 

 

 
TOPOGRAPHIC SURVEY. 271

Geographic positions along the Norfolk and Western Railroad between Doty,
Portsmouth, and Sargents.

 

 

 

Station. Latitude. Longitude.
° t u” ° , ”
DOG StAtON:.¢ i226 2 cues! 3 aoa gear dd sag sca Regi Os inde 88 45 19.5 82 54 23.9
New Boston, road crossing just west of Burgess steel
plant (south track)............. 0.00.00. 0s eee 38 44 50.7 82 56 08.6
Norfolk and Western shops, road crossing north and
south: (south: track) x ¢o0 se ves ul os He eed aG ots See 88 44 28.6 82 57 25.5
Portsmouth, Gallia street crossing (South track)..... 88 44 15.4 82 58 35.4

Portsmouth, northeast corner of Tracy Park; northwest
corner of brick foundation to residence on southeast|
corner of Tenth and Findlay streets bears S. 80° 15' E.,
distant 101.1 feet; northeast corner to foundation of
Tracy monument bears S. 63° 30' W., distant 261.9
feet; tron bench mark post stamped ‘Prim. Trav. Sta.

NOs 20 scsces dered daw ers ewecgauges He yee oe oe 38 44 17.1 82 59 40.3
Chillicothe and Portsmouth pike crossing.......... 88 44 44.5 82 59 32.6
Junction, road crossing under trestle No. 1068; 700

feet north of (east track)......-...........0000. 88 45 43.7 82 59 28.2
Milepost 97, private road crossing 870 feet north of

(Westitrath) cs cc. ses gant awe Rok cas dels aonean oe ata 88 46 53.7 82 59 07.7
Milepost 96 (east track) ................0.0.0.0000, 88 47 33.0 82 59 09.4
Chillicothe and Portsmouth pike crossing under

trestle No. 1081 (west track).................04. 88 48 38.7 82 59 05.6
Da Vis Statin ias.cies cece dos Busse vege aed soe Sua ON A ae aad 88 49 34.2 82 58 57.3
Davis station, road crossing under trestle No. 1083, 1 ,

milé:-nOTrth Of siscc ce dcwak tae dle ck anew wea aon ge a ane 38 50 28.0 82 59 03.0
Schoolhouse, private road crossing ................. 38 51 07.1 82 59 12.0
Milepost 90, private road crossing 200 feet south of..| 38 52 13.2 82 59 38.3

Lucasville, at southwest corner of Purdue Brothers’ roller’
mills, southeast corner of foundation to elevator bears
N. 58° 20! W., distant 53.5 feet; cross on southwest
corner of foundation to roller mills bears N. 1.4 feet
distant; tron bench mark post set 42 inches in the
ground, stamped ‘Prim. Trav. Sta. No. 28”........ 38 52 51.6 28 59 44,

Milepost 88, private road crossing 1,080 feet south of} 38 53 45.3 83 00 05.

Milepost 87, Chillicothe and Portsmouth pike crossing

ma

northwest and southeast 630 feet north of........ 38 54 48.0 83 00 44.4
Clifford Station wie sss naw saves weee aoe ne BRE 88 55 29.3 83 01 12.4
Wakefield, road crossing east and west 1 mile south of] 38 57 14.3 83 01 22.6
Wakefield, road crossing ............. 0000s eeu 38 58 13.1 83 01 14.2
Wakefield, Chillicothe and Portsmouth pike crossing 1

WG OLEH OF — asus cc susp ta sea dy deste evden ws nae sed 38 58 57.7 83 01 19.5

Sargents Pit, private road crossing 760 feet south of
milepOst81 near i ccics cae eens comes venice 38 59 38.0 83 01 21.0

 

 

 
272 PROGRESS REPORT

Geographic positions along highway between Portsmouth and Scioto triangulation
station, United States Coast and Geodetic Survey.

 

 

Station. Latitude. Longitude.

 

Portsmouth, south end of wagon bridge over Scioto
TRAM OTS hse 2808 cae SON Se brensteans fn aeln tse end ha. 4 aa as oan aA haa 38 43 53.5 83 00 40.4
Bertha, T. road northwest just south of; 12 feet north!
to cross on post; 20 feet east to cross on telephone
DOLE An pastan hk sie Wan a eR G Ae e Gara taly Do til. a ts OER EG 38 44 51.5 83 01 50.0
Scioto triangulation station (United States Coast and
Geodetic Survey); on land of George Davis, 1.5
miles west of his distillery at west side of Scioto
River, which is about 1.5 miles northwest of Ports-
mouth. Station mark: Center is marked: by a
pottery pyramid sunk 3 feet below surface, over
which was placed a 6-inch drain-tile pipe 2 feet long
filled with concrete, in center of which is an iron
spike. Four four-inch pipes, each filled with con-
crete, With a nail marking their centers, are, one
north, 6.29 feet; one south, 6.18 feet; one east, 6.25 .
feet, and one west, 6.11 feet................000. 38 45 47.7 83 03 03.6

 

 

 

MAHONING AND TRUMBULL COUNTIES.
(Warren Quadrangle. )

The following geographic positions were obtained from primary
traverse run in 1904 by Mr. J. R. Ellis. The line starts from an adjusted
position at Phalanx station, runs southward over the Lake Erie, Alliance
and Wheeling Railroad through Diamond, and connects with adjusted
position at Deerfield. A line was also run from an adjusted position near
Berlin Center east over highways along south border of quadrangle to
Canfield; thence north over highways to Ohlstown; thence north over
Erie railroad, and was tied to an adjusted position 5 miles east of War-
ren.

Geographic positions along the Lake Erie, Alliance and Wheeling Railroad.

 

 

 

Station. ! Latitude. Longitude.
° , w" ° , u”
Phalanx station, bench mark No. 32............... 41 14 55.7 80 57 17.3
Braceville, crossing of the Lake Erie, Alliance and ,

Wheeling Railroad and the Erie Railroad......... 41 13 45.6 80 57 31.1
Road crossing east and WeSt.......- 0.0000 e eee e eee 41 13 16.3 80 57 43.6
Private road crossing east and west ......-...-...+- 41 11 55.6 80 58 03.2
Newton Falls, road crossing 320 feet north of station) 41 11 16.5 80 58 21.7
Newton Falls, road crossing north and south 1 mile

BOUL Of so5 vere cena ee en dice eee Sag 41 10 34.5 80 59 01.7

 

 

 
TOPOGRAPHIC SURVEY.

Geographic positions along highways.

273

 

 

 

 

* Station. Latitude. Longitude.
° , “u ° v ”
Schoolhouse, crossroads; 31 feet southwest to guide-

post; 27 feet southeast to A. L. Bardos’s mail box..} 41 01 28.1 80 59 11.4
Berlin Center, crossroads, 24 feet southeast to pump,

90 feet northeast to corner of stone porch.......... 41 01 28.6 80 56 52.2
Berlin Center, Pennsylvania Railroad, east and west

road crossing 1 mile east of .................000. 41 01 28.5 80 55 33.7
Berlin Center, 2 miles east of; in southwest corner of H.C.

Beardsley’s farm at crossroads, nail at root of hickory

tree bears north 57° 30’ E., distant 24.3 feet; nail in

root of hickory tree bears N. 26° 30' W., distant 8.5

feet; tron post stamped ‘Prim. Trav. Sta. No.39”....} 41 O1 27.3 80 54 20.8
Ellsworth, crossroads; 40 feet southwest to guidepost,

100 feet northeast to iron pump ................. 41 01 28.0 80 51 27.0
Meander Creek, center of bridge over .............. 41 01 29.8 80 50 18.2
T. road south, 42 feet northwest to Peach Hill Coal Co.’s

mail box, 32 feet north to cross on picket fence ...| 41 01 28.7 80 48 34.1
Canfield, crossroads 1.5 miles west of; 40 feet south-

west to guidepost, 36 feet southeast to mail box ...| 41 01 29.3 80 47 16.2
Canfield, west end of stone water trough at crossroads.| 41 01 29.4 80 45 38.6
Canfield, crossroads 1 mile north of; 43 feet southwest

to-guidepost, 36 feet northeast to telephone pole...| 41 02 39.2 80 45 38.4
Canfield, T. road west 2 miles north of; 36 feet south-

west to corner hedge fence, 45 feet northwest to

iC OLY’ POSE on deucsae.d diedire aauais poled eee Qely cua, gapeiscate 41 03 20.4 80 45 38.3
Smith corners, 17 feet southeast to guidepost, 52 feet

northeast to churchyard gate................005. 41 04 08.4 80 45 42.0
Austintown, crossroads 1 mile south of; 33 feet south-

east to corner of yard fence, 35 feet southwest to

telephone pole... .. sede cece ee eee eee oe 41 05 02.6 80 45 46.0
Austintown, iron pump at crossroads .............. 41 05 58.6 80 45 50.0
National Sandstone plant, road crossing tramway to..| 41 06 50.2 80 46 26.1
Ohlstown, road crossing Erie Railroad ............. 41 07 18.8 80 46 47.8
Mineral Ridge, in southeast corner of E. R. Edwards’s

jarm on west side of road; northeast corner of Andrew

Armalio’s residence, bears S. 58° W., distant 20.1 feet,

southwest corner of Erie Railroad depot, bears N. 2 E.

distant 355 feet, iron post stamped “Prim. Trav. Sta.

NOSA0! 6 iis eet aadneteceoenan hioaatiata sau seynatiels 41 08 19.3 80 46 26.0
Road crossing east and West ................0.0088 41 08 59.3 80 46 35.6
Niles and Mineral Ridge pike crossing .............. 41 09 38.3 80 46 07.5
Niles, crossing of Erie Railroad (branch) and Baltimore

and Ohio Southwestern Railroad................. 41 10 34.0 80 45 20.3
Niles, Cedar street and Vienna avenue, 21 feet west to

stone hitching post, 45 feet northeast to telephone

DOME its tonynerca nds catia Fine mee oom ete ees 41 11 22.6 80 45 11.9
CHOSSTOSS cisco s gas ga wed 8 a 5iee Ou Rte win Rha ong eee es 41 12 19.4 80 44 25.2
T. road east, 25 feet northwest to Hayrick’s mail box,

27 feet southwest to front yard gate.............. 80 44 25.4

 

41 13 26.2

 

 

18—T. 8.
274 PROGRESS REPORT

This line starts at an adjusted position at Phalanx and runs east
over Erie Railroad and highways along south border of quadrangle to a
point 4 miles east of Warren. |

Geographic positions along Erie Railroad between Phalanx and Warren.

 

 

 

 

 

 

 

Station. Latitude. Longitude.
° ° y u
Phalanx station, road crossing of Erie Railroad 1 mile .

WESE Of. watson dyna cae cay, Bque ale yee cong ey eH Bae 41 15 12.8 80 58 39.8
Phalanx station, in southeast corner of G. W. Strong’s

yard; southeast corner of foundation of Strong’s house

bears N. 24° 20' W., distant 95.5 feet; north rail of

north track of Erie Railroad at road crossing bears S. 6°

40!’ E., distant 157.5 feet; iron post stamped ‘Prim.

Wrave Stas Noo” soy-eonec cs ae Ky oe pe peed nk eee 41 14 55.7 80 57 17.3
Phalanx station, road crossing 1 mile east of ........ 41 14 37.1 80 56 04.4
Milepost 48, road crossing 400 feet east of........... 41 14 22.8 80 55 03.5
Milepost 49, road crossing 1,200 feet west of......... 41 1417.9 80 54 18.5
Leavittsburg, road crossing just west of station .....| 41 14 15.7 80 52 50.3
Milepost 51, road crossing 500 feet east of........... 41 14 09.7 80 51 38.3
Warren Tile Co., road crossing north and south .....| 41 14 01.5 80 50 09.7

Geographic positions along highways.
Station. Latitude. Longitude.
° t wn ° , ”
Warren, copper bolt in south meridian stone in court-

HOUSE VATA. ec yo cs Baers Gen doe Saco. wanarace niaieed wyee 41 14 11.6 80 49 06.8
Warren, Market street crossing Pittsburg, Painesville

and Fairport Railroad ...........-... 0000. e eee 41 14 10.8 80 48 13.0
Mosquito Creek, crossroads 0.5 mile west of; 30 feet :

north to mail box, 36 feet southeast to mail box....| 41 14 13.8 80 45 58.0
Crossroads, in southwest corner of Z. T, Ewalt’s garden

on north side of road just west of; northwest corner

foundation of Ewalt’s new house bears N. 43° 30' W.,

distant 83.6 feet; southwest corner of foundation to

porch of Ewalt’s old house bears S. 89° 10! E., dis-

tant 208.6 feet; tron post stamped ‘‘Prim. Trav. Sta.

NO 38 epicad, cite neocon seemaies seem cee as 41 14 18.0 80 44 27.9

 

 

 

JACKSON, PIKE, AND ROSS COUNTIES.
(Waverly Quadrangle. )

The line starts from primary traverse station No. 15 (near north-
west corner of quadrangle) and follows the Chillicothe and Portsmouth
pike south to Waverly; thence south along Norfolk and Western Rail-
road to Sargents; thence east along highways to Glade; thence north
along highway to tie point at Gillespieville.
TOPOGRAPHIC SURVEY. 275

Geographic positions along highways.

 

 

Station. Latitude. Longitude.

 

Massieville, forks of road about 2 miles south of; 45
feet west to G. W. Bender’s mail box; 40 feet north-

east to cross on telephone pole................... 39 14 53.4 82 58 50.9
Milepost, ‘Waverly, 8 miles,” center of Chillicothe and

Portsmouth pike. 2.2.00... ee eee ee eee 39 14 06.7 82 59 03.7
T. road west, 15 feet east to cross on gatepost, 27 feet

_ southwest to cross on white oak tree ............. 39 13 20.0 82 59 01.9
Hermit Cave, road east near, 15 feet northwest to 3
southwest corner of bridge, 30 feet southeast to

MSI DOR ats aie gaa SHEN ease ates adaes nace 39 11 53.9 82 58 43.7
Coler’s store, T. road northeast, 30 feet east to pump,

27 feet to arrow on telephone pole ............... 39 11 02.8 82 58 34.2
Alma, T. road west about 1 mile south of; 36 feet south-

east to cross on telephone pole .................. 89 10 31.5 82 58 30.6

Waverly, dirt road northeast, 2 miles north of; 15 feet
east to cross on board fence, 21 feet northwest to
cross on telephone pole .................000000, 39 09 05.9 82 58 37.8

Waverly, T. road west 0.75 mile north of; 15 feet east
to cross on telephone pole; 18 feet northwest to
northeast corner of bridge ...........-......-.-. 39 08 18.0 82 58 55.9

Waverly, in west corner of court-house yard, west corner
of foundation to court-house bears S. 62° 50' E., distant
31.7 feet; corner iron fence post to court-house yard
bears W. 2.9 feet, tron bench mark post set 36 inches
in ground stamped ‘‘Prim. Trav. Sta. No. 16”...... 39 07 33.8 82 59 04.0

 

 

 

Geographic positions along the Norfolk and Western Railroad between Glen Junction
and Sargent station.

 

 

Station. Latitude. Longitude.

 

Glen Jean, crossing of Norfolk and Western and De-

troit Southern railroads...........-..0 cee eee ee 39 06 48.4 82 58 41.5
Chillicothe and Portsmouth pike crossing ........... 39 05 53.6 82 58 21.0
Milepost 634, 600 feet north of; private road crossing. .| 39 05 09.3 82 59 03.0
Glen Junction, private road crossing 2.75 miles south of] 39 04 34.3 82 59 39.7
Piketown station, road crossing 165 feet northof ....| 39 03 51.0 83 00 50.3
Piketown, crossing Chillicothe and Portsmouth pikes 1

mile south Of........ 0000s eee eee eee eee ees 39 03 14.6 | 83 01 09.9
Switch block to spur ...... sag tls sacs Grbegentia sew Setar & 89 02 34.9 83 01 35.3
Sargents, road crossing east and west 1 mile northof..| 39 01 20.9 83 01 32.7

 

 
276 PROGRESS REPORT

Geographic positions along the Norfolk and Western Railroad between Glen Junction
and Sargent station—Concluded.

 

 

Station. Latitude. Longitude.

 

Sargents station, 1,200 feet north of; in southwest corner
of Mrs. Carrie Sargent’s farm; on east side of Chilli-
cothe and Portsmouth pike; wire nail in cross cut in
west face of sugar maple tree bears S. 88° 05' E.; 9 feet
southwest to corner post to southwest corner of Mrs. Sar-
gent’s farm; tron bench-mark post stamped ‘Prim.
Trave Sta NOs Ul sina dad pe cde wited onus aie ha 39 00 39.1 83 Ol 24.8

 

 

 

Geographic positions along highways.

 

 

Station. Latitude. Longitude.

 

Shyville, forks of road 0.25 mile southeast of; 24 inches
southwest to cross on corner fence post, 18 inches
west to south end of culvert........ aos anee ees 39 00 27.7 82 59 07.8

Mt. Carmel Church, intersection of roads north of; 27
feet northwest to cross on hickory tree, 27 feet east to
cross on small black oak .........2.....00000005 39 00 50.1 82 57 05.9

Bo Bo, roadwest about 0.5 mile northeast of; 21 feet
west to cross on large white oak tree, 22 feet east to
cross On corner fence pOSt.........6.6 56 0c ee eee 39 01 40.6 82 56 07.7

Beaver, intersection of roads 5 miles west of; 18 feet
southeast to guide post, 18 feet southwest to cross on
small: Oak tree igen 3 be yg gs cle aw Ses ESE gs be 39 02 05.0 82 55 17.8

Beaver, crossroads, at Arminstrout schoolhouse, 4 miles
west of; 21 feet southeast to corner fence post, 30 feet
southwest to cross on board fence................ 39 02 00.2 82 54 05.3

Beaver, 2.5 miles west of; church at crossroads, in north-
east corner of churchyard; cross cut on northeast cor-
ner of foundation to church bears S, 56° 15’ W., dis-
tant 27.3 feet; 2 natls in blaze on west face of locust
tree in northeast corner of churchyard bears S. 82° 30!
E., distant 6.5 feet, iron bench-mark post set 42 inches
in the ground, stamped “Prim. Trav. Sta. No. 18” ....) 39 OL 56.7 82 52 43.8

 

 

 
TOPOGRAPHIC SURVEY.

277

Geographic positions along the Detroit Southern Railway between Beaver and Glade.

 

 

 

 

 

 

 

 

 

 

Station. Latitude. Longitude.
° e “u ° , “
Beaver, Beaver and Waverly pike crossing Detroit
Southern Railroad, 1.5 miles west of ............. 39 01 53.9 82 51 30.2
Beaver, road crossing north and south, 1 mile west of.| 39 01 40.6 82 50 47.6
Beaver station, road crossing north and south, 35 feet
Cast Of. cadiecis te yee ed eae jie nels EAS S ees 89 01 25.2 82 49 39.2
Beaver, road crossing north and south at east end of sid
PE aria ma eusasuae somos dima revolts tn 39 01 18.3 | 82 49 08.6
Glade, private road crossing 0.75 mile west of ....... 39 00 59.2 82 47 44.1
Glade, north and south road crossing .............. 39 00 48.9 82 46 58.4
Geographic positions along highways.
Station. Latitude. Longitude.
°o tf un” ° , u
Salem Church, intersection of roads at bridge, 0.25 mile
north of ; 35 feet west to northeast corner of bridge..| 39 01 34.4 82 47 12.9
Hoover’s (H. B.) residence, road east through gate at
bridge; 18 feet southeast to cross on butternut tree,
16 feet northeast to cross on locust tree........... 39 02 29.5 82 46 42.0
Road southwest; 33 feet southwest to cross on corner
fence post, 30 feet west to cross on corner fence post.| 39 03 29.0 82 46 38.5
Bethel Church, T. road east at; 22 feet north to mail
box, 27 feet west to cross on rail fence............ 39 03 48.8 82 46 41.2
Schoolhouse, intersection of roads just south of; 43 feet
south to C. L. Grover’s mail box, 15 feet southwest to
cross on board fence .............-.02 00sec eeeee 39 04 25.6 82 46 11.0
Vance’s store, T. road west 1.5 miles south of; 10 feet
southwest to M. A. Harper’s mail box, 18 feet east to
cross On fence pOSt .......... 0... cece eee eee eee 39 04 54.0 82 45 53.1
Vance’s store or Eastburn road crossing, 15 feet north-
east to door of store, 24 feet southwest to cross on
frontyard gatepOSt ............ cece cece eee 39 06 14.7 82 45 19.4
Bridge, road southeast; 27 feet to northeast corner of
bridge; 15 feet northeast to cross on small sycamore
ACES Bleed ce data cay annem gad Manag eae eae 39 06 57.1 82 45 09.6
Limerick, in southeast corner of T. J. Beatty's garden,
southeast corner of foundation to Beatty's residence
bears N. 34° W., distant 81 feet; center of commis-
stoners’ plate on north truss of bridge over Pidgeon
Creek bears south 63° 30’ E., distant 96.1 feet; iron
bench-mark post set 40 inches in the ground, stamped
“Prim, Trav. Sta. No. 197...... 0... cee eee 39 07 31.4 82 45 01.4

 
278: PROGRESS REPORT

Geographic positions along highways—Continued.

 

 

Station. Latitude. Longitude.

 

Limerick, intersection of roads 1.5 miles north of; 12
feet southwest to mail box, 27 feet northeast to cross
on locust tree at corner of fence ................. 39 08 43.6 82 45 08.1

Springer, T. road east 1 mile southwest of; 20 feet
northeast to cross on gatepost, 30 feet west to cross
On DOard LENCE fae cies asi ed eath he aenien AACR APaMLS 39 09 46.5 82 45 54.1

Springer, T. road west at; 30 feet west to cross on tele-
phone pole, 50 feet southeast to cross on telephone
POLES ciewiaeee SGT see LaASe thas aeeaee ora ease eRe 39 10 20.9 82 44 45.2

McGill’s store, intersection of roads; 40 feet northeast
to east corner of bridge, 40 feet southwest to store
COOP sisi baitendinse nite sie Neon ical cl ean oA eae aden eS 39 11 15.1 82 45 04.5

Cemetery, intersection of roads about 400 feet east of;
18 feet east to cross on rail fence, 15 feet northwest to
west end of small stone culvert .................. 39 11 28.1 82 45 39.6

T. road west at line between Jackson and Vinton coun-
ties; 27 feet southwest to cross on walnut tree; 45
feet northwest to cross on corner fence post ...... 39 12 27.6 82 45 39.0

 

 

 

Geographic positions along the Baltimore and Ohio Southwestern Railroad between
West Junction and Vigo.

 

 

Station. Latitude. Longitude.

 

 

West Junction, overhead road crossing about 0.25 mile

CASE OL ied acs waule dre teeisr aun sella: baw Pach eee Panes ae H Ue, Fle he 39 13 02.6 82 45 50.1
Milepost 111, road crossing 330 feet southeast of ....| 39 13 58.3 82 46 52.9
Vigo station, road crossing north and south 90 feet

SOUtHEASL Ol sass x cana neem eee eae OR ige Aah Gene 39 14 52.2 82 47 33.5

 

 

 

MAHONING AND TRUMBULL COUNTIES.
(Youngstown Quadrangle.)

The following geographic positions were obtained by primary trav-
erse run in 1904 by Mr. J. R. Ellis. A line starts from an adjusted posi-
tion 5 miles east of Warren and follows highways east through Paynes
Corners to Sharon, where it tics to boundary monument No. 51 on
Ohio-Pennsylvania State line. A line was also run west from Ohio-
Pennsylvania State line boundary monument No. 65% near Lowellville
along highways near south border of quadrangle to Canfield.
TOPOGRAPHIC SURVEY.

Geographic positions along highways.

279

 

 

 

 

 

Station. Latitude. Longitude.
° t a" ° ’ u”

Warren, U. S. B. M. Post No. 33, 5 miles east of....}| 41 14 18.0 80 44 27.9
T. road north at shops, 28 feet northwest to mail box,

42 feet northeast to blacksmith shop (southwest

corner Of)........... ee eee ee 41 14 12.8 80 42 45.7
Schoolhouse No. 7, T. road north ................-. 41 14 17.8 80 41 24.3
Vienna crossroads; T, 4 N., R. 2 W., corner to secs.

17, 18, 27 and 28 00.0... cece eee eee cece eens 41 1415.9 | 80 39 49.7
Vienna, 1.5 miles east of; in northeast corner of New-

man’s farm at crossroads, nail in west part of large

maple tree on north side of road bears N. 64° 20' E.,

distant 110.4 feet, cross on south end stone culvert bears

N. 75° 30' W., distant 96.7 feet, iron post stamped

“Prim. Trav. Sta. No. 417 ........ 0.0... cece ee ee 41 14 15.7 80 38 11.5
Paynes Corners, crossroads; 42 feet northwest to

guidepost, 30 feet southwest to west end stone

CULV ORE hfe sors Saiki chick lenceaitdea nets Wea see RGA tae Saag eee 41 14 13.2 80 37 01.6
T.4N., R. 1 W., corner secs. 14 and 23, T. road north,

19 feet northeast to east end of box culvert....... 41 14 09.2 80 35 50.2
Brookfield, T. road north at, 33 feet northwest to

guide-board on telephone pole, 36 feet south to iron

PUN 2 casein ete ia sda hie Mead aah & Be 41 14 02.7 80 34 05.5
Schoolhouse, road northwest about 600 feet east of, 35

feet north to guidepost, 24 feet south to cross on

TENCE id easeioaeuaiayiomee en BANOS Saree es BRS 41 14 07.6 80 31 55.9
Sharon, Ohio-Pennsylvania State boundary monu-

ment No. 51 on High street in west part of...... 41 13 55.1 80 31 09.2
Ohio-Pennsylvania State line monument No. 654 ....| 41 01 27.3 80 31 08.9
T. 1 N., corner secs. 49, 50, 55 and 57, T. road north

At SCHOOINOUSE siec:s taomenaee aaa ee Rata e Pane 41 01 25.9 80 32 37.6
Crossroads at schoolhouse, corner to secs. 34, 35, 42

and 43, 36 feet southeast to guidepost, 33 feet north-

WESE UO: POSbeias nies todo eamawawaa suboereda Sake 41 01 25.5 80 34 03.2
T. 1 N., corner secs. 15, 16, 25 and 26, T. road north,

24 feet northeast to mail box, 30 feet south to cross -

on corner fence pOSt............00000 eee eee eee 41 01 25.1 80 35 29.5
Poland, T. road northeast at Bishop’s Hotel, 33 feet

east to lamp-post, 39 feet north to hotel signpost..| 41 01 25.3 80 36 49.8
Poland, 1 mile west of; in southeast corner of Joseph

Fitchcock’s farm, at crossroads, iron guidepost bears

S. 89° 25' W., distant 58.6 feet; southwest corner of

Hitchcock's residence bears S. 38° 15' W., distant 173

feet, tron post stamped ‘‘Prim. Trav. Sta. No. 42”..| 41 01 27.5 80 38 04.0
Oakland, road crossing Youngstown Southern Railroad] 41 01 27.6 80 39 18.3
Schoolhouse, T. road north; 32 feet northwest to John

Hitchcock’s mail box, 20 feet northeast to north-

west corner culvert ............0 00. cece eee eee 41 01 28.2 80 40 55.7
Canfield, crossroads 24 miles east of; 19 feet southeast

of mail box, 42 feet northwest to cross on fence post} 41 01 28.7 80 42 40.8
Canfield, crossroads at schoolhouse 1.5 miles east of..| 41 01 29.0 80 44 13.2
Canfield, west end of water trough at crossroads....| 41 01 29.4 80 45 38.6

 

 

 
280 PROGRESS REPORT

1905.
PRIMARY TRAVERSE.

COSHOCTON, DEFIANCE, FAIRFIELD, FULTON, GUERNSEY, HENRY, LICKING,
LUCAS, MORGAN, MUSKINGUM, NOBLE, PAULDING, PERRY, WILLIAMS,
AND WOOD COUNTIES.

(Bryan, Butler, Caldwell, Cambridge, Conesville, Continental, Coshoc-
ton, Cumberland, Defiance, Deshler, Edon, Frazeysburg, Granville,
Lancaster, Logan, McClure, Montpelier, Newark, New Comerstown,
New Lexington, Ottawa, Paulding, Philo, Stryker, Swanton, Thorn-
ville, Thurston, Wauseon, and Zanesville Quadrangles.)

During the season of 1905, J. R. Ellis, assistant topographer, ran 658
miles of primary traverse to control the above-mentioned quadrangles.
These quadrangles are situated in two general localities—one group being
in the northwest corner of the State, the other near the central portion of
the State, immediately east of Columbus.

The lines were tied to points previously located by primary traverse
and also to triangulation stations Correy, Sago, and Widder.

Bryan Quadrangle (Defiance and Williams Counties).

Geographic positions along highway.

 

 

 

Station. Latitude. Longitude.
° , Wess ° t u”
The Bend, railroad crossing 60 feet east of station....| 41 16 57.1 84 30 55.1
T.4N., R. 3 E,, corner secs. 15, 16, 21 and 22, cross
PIKES: ss oe canes eaonie eee ez ens Dede Lda 41 17 46.6 84 30 55.6
T. 4.N., R. 3 E., corner secs. 9, 10, 15 and 16, cross-
ORGS 24 aes ise or ee PRG SAW ER Ee ela nes ae 41 18 38.8 84 30 56.0
T.4N., R. 3 E,, corner secs. 3, 4, 9 and 10, crossroads} 41 19 31.1 84 30 56.2

 

 

 
TOPOGRAPHIC SURVEY.

281

Geographic positions along Cincinnati Northern Railroad near east border of

 

 

 

 

 

 

 

 

 

 

 

quadrangle.
Station. Latitude. Longitude.
e ° , ” ° , ”
Moats, railway crossing 0.5 mile north of........... 41 20 22.8 84 31 30.4
Moats, railway crossing 1.5 miles north of.......... 41 21 15.3 84 31 31.1
Ney, 0.5 mile south of, in northwest corner of pasture
owned by John Burt, at east-west crossing of Baltimore’
and Ohio Rwy.; nail in north face of walnut tree
bears S. 6° W., distant 18 feet; east rail of track at
| north-south crossing bears N. 74° W., distant 51 feet;
tron post stamped “Prim. Trav. Sta. No. 14, 1905"..) 41 22 33.7 84 31 31.5
Ney, railway crossing east and west 1 mile north of...) 41 23 52.2 84 31 33.0
Ney, railway crossing east and west 2 miles northof..| 41 24 44.2 84 31 33.6
Defiance-Williams county line, east-west road crossing ‘
of Cincinnati Northern R. R............... 0.0055 41 25 36.8 84 31 34.2
Defiance-Williams county line, east-west road crossing
I mile north: Of 4 assays os Waa ee Sees a RAE EASE OE 41 26 29.3 84 31 34.9
Bryan, east-west crossing 1.25 miles south of....... 41 27 21.9 84 31 37.9
Bryan, crossing 400 feet south of tank on Cincinnati
Northern Ry Ry xccagcusie caless 424 dedeat ednatnlee 6g otaone aides 41 28 06.8 84 32 31.1
Geographic positions near south border of quadrangle.
Station. Latitude. Longitude.
T.6N., R. 3 E., northeast corner sec. 11, in northwest, ° ' ” Pad” ee
corner of field owned by S. J. Bowman, southwest
corner of schoolhouse bears N. 26° 30' E., distant 161
feet; tron post stamped ‘Prim. Trav. Sta. No. 15,1905" 41 29 58.7 84 28 38.2
T.3N., R. 2 E., northeast corner of sec. 3, in northeast
corner of field of Henry Martin, iron post stamped
“Prim. Trav. Sta. No. 7, 1905". ..............0.. 41 15 09.0 84 36 39.8
T.4N., R. 2 E., south corner secs. 33 and 34, T. road
NOG es cxaghausa ves de vane y awe Sa cE APoeaes Seay Ba 41 15 08.9 84 387 48.1
T.4N., R. 2 E., south corner secs. 32 and 33, T. road
TONED ase sade ssacdstyanal'e asctutve: auectate ands ache audnen gcse ye ave asc 41 15 08.6 84 38 57.7
Tps. 3 and 4 N., Rs. 1 and 2 E., corner secs. 1, 6, 31
and 86, crossroads ....... 00.00 cece cee ene e eens 84 41 19.9

 

41 15 07.9

 

 
282 PROGRESS REPORT

Geographic positions near west border of quadrangle.

 

 

 

Station. . Latitude. Longitude.
° ¥ u” oo v ”
T. 3 .N., R. 1 E,, north corner secs. 1 and 2, T. road :

BOUL vee seselee yacses das P Se Fee Ree ee rondey gen 41 15 07.8 84 42 29.2
T.4N., R. 1 E., south corner secs. 34 and 35........ 41 15 07.8 84 43 38.8
Edgerton, 3 miles north of, in southwest corner of yard

to schoolhouse No. 22, St. Joseph Township, south-

west corner of schoolhouse bears N. 62° 4o! E., distant

O61 feet; iron post stamped ‘Prim. Trav. Sta. No. 21,) _

1905" cc cieeaaa seas pegud PA Pee eee Te sea ees 41 29 38.3 84 44 55.
T.6N., R.1E,, corner secs. 9, 10, 15 and 16, T. road

WEST iin tah Aedane temaeaiek dinate aunt hackdl seamed wnt 41 29 01.7 84 44 53.
T.6N., R. 1 E,, sees. 15, 16, 21 and 22, T. road

ASU cen ger arabs dewks Ses eiGer ies dem eer eens de 41 28 09.5 84 44 82.
T.5N., R.1E., corner secs. 3 and 4, Defiance-Wil-

liams county line .........0.. 2062 cee eee ee eeees 41 25 33.1 84 44 54.

T.5N., R.1E.,, corner secs. 3, 4,9 and 10, crossroads} 41 24 40.6 84 44 54.
T.5N., R.1E., corner secs. 9, 10, 15 and 16, cross-

POAGS hie cis aug fells csr Pena sh ak. He G alas he doe 8 a 8 gue 41 23 48.7 84 44 53.
T.5N., R.1E., corner sees. 15, 16, 21 and 22, cross-

TORUS Scud i oe ee aks Pee BRAS vlnd cule eee eR AS 4] 22 56.3 84 44 52.
T.5N., R.1E., corner secs. 21, 22, 27 and 28, cross-

POMS cardia oe i Gable ney Raed pee ONDA e IO DAE 41 22 04.3 84 44 51.

T.5N.,R.1 E., 4 miles north of Hicksville, northwest
corner sec. 34, northwest corner of yard to school yard
No. 9, limestone post 38 by 6 by 4 inches, aluminum
tablet stamped ‘Prim. Trav. Sta. No. 22”.......... 41 21 11.8 84 44 50.

Tps. 4and 5 N., R. 1 E., corner secs. 3, 4, 33 and 34,
GLOSSTOAIS io ¢cit sneak nan deh Rete te a Re Res MoE 41 20 20.0 84 44 50.

T.4N., R. 1 E., corner secs. 3, 4,9 and 10, crossroads} 41 19 28.6 84 44 49.

Hicksville, Bryan-Hicksville pike at road north, 1 mile
NOrtheast Ofs oc. jas awany eee wins Care gwa gas do eA 41 18 10.7 84 44 48.

Hicksville, High street at Antwerp pike south, in south-
West part Oheicucse econ 194 Ox aOR ee HEE FESS Oe 41 17 23.3 84 45 58.

Hicksville, crossroads 2 miles south of, 25 feet north-
west to north end of culvert, 45 feet southeast to
cross cut on telephone pole............-.--.00-5+ 41 15 59.8 84 45 40.

Antwerp, 5 miles north of, in northwest corner of field of
Everett Longsworth, at crossroads, 1.5 feet southeast
of large corner fence post, iron post stamped ‘‘Prim.
Trav. Sta. No. 1, 1905"... eee 41 15 07.6 84 45 28.

 

 

 
TOPOGRAPHIC SURVEY. 283.

Butler Quadrangle (Defiance and Williams Counties).

Geographic positions along highways near Ohio-Indiana State Line.

=

 

Station. Latitude. “Longitude.

 

T.4N., R. 1 E., south corner secs. 31 and 32, T. road

TOPGH eas sues aoc acdasacivncd Puan ® aliradtiddummay ite 41 15 07.9 84 47 07.2
T.5N.,R1E,, corner secs. 29, 30, 31 and 32, cross- ,

TODAS ia oss Bek Se No Ray ena e een eae es 41 21 11.8 84 47 08.7
T.5N., R. 1 E., corner secs. 19, 20, 29 and 30, cross-

TOBA ge Poe crest craton esas aida Pate’ a ramen cane Guled oe 41 22 04.0 | 84 47 08.7
T.5N., R.1E,, corner secs. 17, 18, 19 and 20, cross-

TODDS seg gets Mini dpedeice dese gS eee eecacd mies 41 22 56.1 84 47 08.6
Ohio-Indiana State line, center of road ............. 41 23 10.8 84 48 12.6 |

Edgerton, 3 miles southwest of, T. road west near
schoolhouse, 40 feet southeast to walnut tree on
fence line, 30 feet northwest to cross on corner

fence *POSb cian daocsin pantera ges ayiews boa aes eee 41 24 44.6 84 47 25.1
Tps. 5and 6 N., R. 1 E., corner secs. 1, 6, 31 and 36
"T. lane 6a8 ti msesee ox os haves eae adh Gata ee Oe haa he 41 25 32.8 84 48 12.6
Ohio-Indiana State line, post on, near Lake Shore and :
Michigan Southern Rwy...../.....0...0.0.0 0 eee 41 26 17.8 84 48 12.7
Astronomic value ............0 00.0 c cee ee eee 41 26 13.7 84 48 08.6

Edgerton, road crossing, south rail of north track
Lake Shore and Michigan Southern Rwy., 1.5 miles
SOULHWESHOD vaio. vet esd see eater yeas ees pene yee 41 26 33.

Edgerton, T. road south 1.5 miles west and 1 mile
north of, 25 feet southeast to cross on corner fence
post, 27 feet southwest to cross on corner fence post] 41 27 43.6 84 46 38.5

Ohio-Indiana State line, stone at turn of road and 600
feet south of T. road west.............-. 00.000. 41 27 43.2 84 48 13.0

T.6N., R. 1 E,, secs. 7 and 18, T. road east at west
Corner Of 5 ass 1g aapey aisha Weer eae Ge NES HES Y 41 29 01.4 84 48 13.7

lo

84 46 38.

bo

 

 

 
284 PROGRESS REPORT

Caldwell Quadrangle (Noble County).

Magnetic declination, north border, 2° 21’ west.

Geographic postitions along highways.

 

 

 

 

 

Station. ; Latitude. Longitude.
° , ” ° , n
Correy triangulation station, in Olive Township, on
summit of hill locally known as Correy Knob, on land
of John Hughes, covered with a peach orchard. Station
mark: A stone post 4o by 6 by 6 inches set 36 inches
in the ground, in center of top of post is cemented a
bronze triangulation tablet ........ 0. e cece eens 39 43 27.31 | 81 32 47.22
Sharon, T. 6 §., R. 9 W., corner secs. 5, 6, 7 and 8,
CLOSSFORUS) cori teh Wad we wR SK oes iN, ao -| 89 44 10.1 81 33 53.9
Sharon, 1.5 miles west of, Nicolas (J.), residence, ee
south of T. road southwest, 9 feet west to J. Wal-
lace’s‘mailbOX, «15.44. ses achsb oss ceed ner ee varus 39 44 22.9 81 35 29.9
Olive Green, T. road south, 11 feet due south to center
Ol Small BRS Gis 59 god eesnceaaeain Maud Wis acc honda dees arpa 39 44 38.7 81 36 53.0

 

 

 

Cambridge Quadrangle (Coshocton and Muskingum Counties).

Magnetic declination, north border, 1° 57’ west; west border, 2° 09

west; 2° 10’ west.

2

Geographic positions along highways.

,

 

 

 

Station. Latitude. Longitude.
° , ” ° t ”
West Lafayette, 2.5 miles south of, McClain’s school-
house, forks of road at, 24 feet southeast to guide-
post, 22 feet northwest to cross on corner fencepost} 40 14 37.3 81 44 30.4
West Lafayette, 3 miles south of, at guidepost “La-
fayette 3 mi. Plainfield 4 mi.,” T. road north, 37
feet northwest to guidepost, 39 feet northeast to
cross On telegraph pole .......... 66... 0ce eee euee 40 13 53.0 81 44 41.2
Bridge over Bacon Run, 0.18 mile north of, T. road
west, 30 feet northeast to front-yard gate, 34 feet
southeast to mail bOX ........... 0... c ee eee eee 40 13 12.8 81 43 40.6
Plainfield, 0.5 mile west of, crossroads, 30 feet north-
east to cross on corner fence post, 24 feet southeast
to sandstone boulder............ 000 c eee ee eee neee 40 12 13.1 81 43 30.1
Flowing well, T. road northwest at, 14 feet east to
flowing well, 21 feet west to cross on corner fence ;
40 11 22.2 81 44 10.0

 

 

 
TOPOGRAPHIC SURVEY.

285

Conesville Quadrangle (Coshocton and Muskingum Counties).

Magnetic declination, north border, 0° 34’ east; east border, 2° 09’

west, 2° 10’ west; south border, 1° 52’ west.

Geographic positions along Wheeling and Lake Erie Railroad near Ellis.

 

 

 

 

 

 

 

 

 

 

Station. Latitude. Longitude.
3° t uv ° t ”
Milepost 5, north-south road crossing..............+- 40 00 25.6 81 58 59.9
Lane’s poultry farm, private road crossing at spur ...| 40 01 46.9 81 59 36.7
Ellis station, center of track opposite............... 40 02 46.4 81 58 58.4
Trestle 185A, north-south road crossing under .......| 40 03 33.1 81 58 49.7
Geographic positions along highways.
Station. Latitude. Longitude.
° I ” ° , ”
McCleary (Seth) residence, 0.25 mile east of, T. road
north, 16 feet north to mail box, 24 feet northeast
to cross on corner fence pOSt...........--..5040- 40 10 23.9 81 45 37.9
Wills Creek, W. Roderick’s bridge over, north end of| 40 10 00.7 81 46 20.0
T.4N., R. 5 W., quarter corner between secs. 23 and
DA NSLONG sb scndes syed Gas jae Fey take Wn eee 40 09 41.5 81 46 22.2
Otsego, 2 miles north of, crossroads, 9 feet southeast
to J. E. Simmon’s mail box, 18 feet east to cross}
ON TEHCE POSE sci aeias oradere vegas ove Nae Made DES STE 40 08 55.5 81 46 07.7
Otsego, in southwest corner of public school grounds,
iron post stamped ‘‘Prim. Trav. Sta. No. 59, 1905°"| 40 07 04.3 81 45 59.0
Otsego, 2.5 miles south of, 0.25 mile northeast of
covered bridge, crossroads, 27 feet northwest to cross
on telegraph pole, 22 feet southwest to cross on
BALE POSE el ciaeda via soshdlieis eae. Harte hte ee Ae ESE 40 05 06.4 81 46 01.2
D. W. Ross’s mail box, T. road west .......-2....... 40 03 29.8 81 46 26.3
Corner of sections (no numbers) ..............-+-+- 40 02 10.8 81 46 11.0
Sago triangulation station, on a bald hill 4 miles southwest
of Sago, on land of J. W. Carnes. Station mark: A
limestone post 4o by 7 by 7 inches set 39 inches in the
ground, in center of top of post is countersunk and
cemented a bronze triangulation tablet (Ohio) ....... 40 00 42.40 | 81 46 55.70

 

 

 

 
286 PROGRESS REPORT
Continental Quadrangle (Paulding County).

Geographic positions along highways near west border of quadrangle.

 

 

Station. Latitude. Longitude.

 

 

 

T.1N.,R. 3 E., at crossroads 1 mile north and r mile
west of Grover Hill, in southeast corner of field owned)
by F. M. Saul, iron post stamped “Prim. Trav. Sta.

Nov 4, 1905" occ ces co awed been aw ney eee ea cue 41 02 02.5 84 29 44.8
T.1N., R. 3 E., corner secs. 10, 11, 14 and 15, cross-

TOA GS x senses Hoey oS marae Lae Sa Gok feu aneny te eae Ma epee 41 02 54.6 84 29 44.5
T.1N., R.3E,, corner secs. 2, 3, 10 and 11, cross- :

TORKS ces digs Ke oGA kus Peta e eee eee ye wes 41 03 46.9 84 29 44.8

T. 1N., R. 3 E,, north corner secs. 2 and 3, crossroads} 41 04 39.6 84 29 44.7
T.2.N., R. 3E,, corner secs. 26, 27, 33 and 34, cross-

PORAS varasds b ioavsies +s Rlodie = Sens Wee HOLS wR RORY RURR 248 BEE 41 05 31.9 84 29 44.4
T.2 N., R.3 E., corner secs. 22, 23, 26 and 27, cross-
POMS ie ore shin os BRS timate S Hine BOD Maina Sh deheans 41 06 24.6 84 29 44.6

T. 2N., R. 3 E., southeast corner sec. 15, in southeasi
corner of field of Geo. Older, northeast corner of C.
Stutsman’s house bears S. 37°E., distant 188 feet; iron

post stamped ‘Prim. Trav. Sta. No, 5,1905”...... 41 07 17.2 84 29 45.0
T.2N., R. 3E,, corner secs. 10, 11, 14 and 15, cross-

PORAS ides ala lerp aban dye eden anew eeod Bah Gees Stuns ued elens 41 08 09.4 84 29 44.6
T.2N., R. 3 E., corner secs. 2, 3, 10 and 11, cross-

TOAGS ics Sev Ge LE RAS EWE Ae ee sane RANA oa a aE 41 09 01.8 84 29 44.7

T.2N., R. 3 E,, corner secs. 3, 4, 9 and 10, crossroads} 41 09 01.3 84 30 54.6
T.2N., R.3E,, northcorner secs. 3and 4, joginroad| 41 09 54.6 84 30 54.9
T. 3.N., R. 3 E., corner secs. 27, 28, 33 and 34, cross-

TOMAS fi Seacd ie's Gansheacant eaten RON RAHA a Th watibals tyeae aes 41 10 47.1 84 30 52.3
T. 3N., R. 3 E.,, corner secs. 26, 27, 34 and 35, cross- ,

TOMAS acts Gicncke SESE Wee ea Wie wine slapd zag MY kee es 41 10 47.6 84 29 42.4
T.3N., R. 3 E., comer secs. 22, 23, 26 and 27, center

of bridge over canal .......... 0+... seer eee eee 41 11 39.4 84 29 42.6
Sixmile Creek, center of bridge over..........------ 41 12 27.7 84 29 43.1

T.3N.,R.3E., east corner secs. 10 and 15, T. road west} 41 13 24.6 84 29 43.7
T.3N., R. 3 E., corner secs. 2, 3, 10 and 11, cross-
FOROS! scons) Gare we Ae eh PeE Ree rseneatiess ss 41 14 17.0 84 29 44.7
T.3N., R. 3 E., 30 feet west and 30 feet south of quarter
corner between secs. 2 and 3, in northeast corner of field’
owned by Saul Meyer & Co., south rail of Wabash R.
R., at section line crossing bears N. 19° E., distant
70 feet; iron post stamped “Prim. Trav. Sta. No. 6,
1905? sive abasied eats aga ie See te see ee ee Dale 41 14 42.9 84 29 45.5

 

 

 
‘TOPOGRAPHIC SURVEY.

Coshocton Quadrangle (Coshocton County).

Magnetic declination, south border, 0° 34’ east.

Geographic positions along highways.

287

 

 

 

 

 

 

 

 

 

 

 

 

 

Station. Latitude. Longitude.
°° t “au oO - “
Guidepost ‘Coshocton 7 miles”, road south, 60 feet
southeast to guidepost, 24 feet northeast to cross
on corner of rail fence............ 0. 0c ee eee eee 40 15 10.8 81 59 07.4
Center of Sixmile bridge at crossroads.............. 40 15 03.7 81 57 40.7
Pleasant Hill Church, 1 mile east of, road to south-
west, 42 feet southwest to A. C. Warren’s mail box,
28 feet northwest to peach tree.................. 40 15 01.2 81 56 12.2
Coshocton, 3.5 miles west of, just northwest of Joseph
Kirker’s residence, T. road north, 21 feet southeast
to cross on fencepost, 21 feet west to cross on rail
FENCES ce tae + eR ahah ha oes Ben DE A 40 15 47.7 81 55 07.8
Junction of Mount Vernon and Tyrone roads, 300 feet
south of, center of iron bridge over creek......... 40 16 18.6 81 53 31.2
Roscoe, center of bridge over Ohio Canal........... 40 16 45.2 81 52 33.0
Coshocton, in southeast corner of Coshocton County court-
house, aluminum tablet stamped “Prim. Trav. Sta.
NOs S00 1900 3a aineins Sinaline voter hs marbled ta Saad tative! 40 16 28.0 81 51 57.4
Geographic positions along Pennsylvania Railroad.
Station. Latitude. Longitude.
Milepost 71, 0.25 mile west of, road crossing, sidingon| ° ’ ” a
south of main track............0.. 00 eee eee eee ee 40 17 17.2 81 50 08.3
Milepost 72, just west of, private-road crossing, north
track of main line........... 060.0 ce eee eee eee 40 17 03.7 81 48 52.3
Morgan Run station, crossing of Pennsylvania and
Wheeling and Lake Erie R. Rs. .........---.---- 40 16 52.5 81 47 44.8
West Lafayette, 1 mile west of, overhead road cross-
40 16 42.7 81 46 07.4

ing, south track ........ 0006s cee eee eee eens

 
288 PROGRESS REPORT

Cumberland Quadrangle (Morgan County).

Magnetic declination, south border, 2° 21’ west; west border, 1° 38’
west. |

Geographic positions along highways.

 

 

 

 

Station. Latitude. Longitude.
Morgan County, at northeast corner of, stone corner| ° / ” ee
on west side of road opposite cemetery and about
2 feet from corner of rail fence.................. 39 45 09.8 81 38 24.5
Renrock, crossroads, 90 feet east to center of covered
bridge, 27 feet south to center of culvert.......... 39 45 28.8 81 40 20.4

Dickerson’s mill, just east of, T. road north, 24 feet
northwest to cross on gatepost, 19 feet northeast

to corner of rail fence................0 6 eee eee 39 45 49.6 81 41 28.2
Oak Grove cemetery, on east side of, at cca fence,

stone, Muskingum-Margrove county line.......... 39 45 22.5 81 42 55.6
Knight, on Knight-Young Hickory road, 1 mile north- :

west of, J. H. Dingley’s mail box............... 39 46 13.2 81 44 03.0
Young Hickory, T. road east, 22 feet north to public

mail box, 18 feet southeast to arrow on fence..... 39 46 46.0 81 44 57.9

 

 

 

Defiance Quadrangle (Defiance County).

Geographic positions along Wabash and Baltimore and Ohio railroads near south
border of quadrangle.

 

 

 

 

 

Station. Latitude. Longitude.

Ashwood, 1 mile west of station, road crossing north} ° ’ 7” Oe

and south (section line) ..................-.008- 41 15 02.6 84 28 34.5
Ashwood, road crossing at station .............+... 41 15 21.0 84 27 25.1
Ashwood, 1 mile east of, road crossing north and south

(SECTIONS INE)” sch yor ade ate hash: snd eeereedbucae soe eee 41 15 39.2 84 26 16.5
Defiance Junction, crossing of Wabash and Baltimore 2

and Ohio R. Rs... ........0.0 0 cece cee eee 41 16 39.0 84 22 43.4

Defiance, in water table at southwest corner of Defiance
County jail, aluminum tablet stamped “Pritn. Trav.

Stas No; 8; 1:905" ceccosecaave cae seeah settee exe 41 17 11.3 84 21 38.9
Defiance, in southeast part of Ottawa avenue, crossing

of Baltimore and Ohio Southwestern R. R........ 41 16 46.8 84 21 03.4
Midway, 1,300 feet east of telegraph office, road cross-

ing north and south csi i530 sce avers oes ewer oe 41 16 45.5 84 18 49.7
Midway, overhead crossing 1.25 miles east of........ 41 16 44.8 84 17 41.0
Milepost 82, north-south section line, road crossing

150 :i6eti West Of ocdeicise enees caamaeewae isaeu 41 16 29.2 84 15 57.1
T.3N., R. 3 E., secs, 2 and 3, T. road south at north

COrmer Of :4%3 oss sae sadeg Shame bs Ge bho way es aie 41 15 10.7 84 29 45.7
Ty TORE CASE 26:5 cose pases g Sane nea bed ata eee he eae 41 16 03.1 84 29 45.0

The Bend, north-south road crossing Baltimore & Ohio
R. R., 1 mile east Of ...... 0. cee cee eee 41 16 58.2 84 29 33.8

 

 

 
TOPOGRAPITIC SURVEY.

Deshler Quadrangle (Henry and Wood Counties).

289

Geographic positions along highways on north border of quadrangle.

 

 

Station.

Latitude.

 

Longitude.

 

T.3N., R.8 E., northwest corner of sec. 7, in northwest
corner of field, tron post stamped ‘‘Prim. Trav. Sta.
NGO DD WOO 5 ie. 5 onstae asian wiGabiene Suns estan oe Sune eo

T3N., R.8 E., corner secs. 5, 6, 7 and 8, crossroads,
48 feet north to center of bridge over ditch.......

T.3N., R. 8 E,, secs. 4, 5, 8 and 9, crossroads......

T.3N., R.8 E., west corner secs. 3 and 10, cross-
roads at schoolhouse, stone................-.0485

T. 3 N., R. 8 E., corner secs. 2, 3, 10 and 11, cross-
roads at, 25 feet west to center of bridge.........

T. 3 N., R. 8 E,, corner secs. 1, 2, 11 and 12, 28 feet
northwest to John Sher’s mail box, 30 feet south-
west to end of iron bridge..............-....005

T.3N., R.9 E., west corner secs. 6 and 7, T. road
east, 15 feet northwest to small coffee-bean tree,
Henry-Wood county line, 27 feet northeast to cross
on telephone pole............. 0.0002. c eee eee es

T.3N.,R. 9 E., northwest corner sec. 8, in field of Mrs.
Rush, southwest corner of schoolhouse bears N. 15°
30' E., distant 80.8 feet; cross cut on abutment of
bridge bears N. 66° 20' W., distant 16.8 feet; iron post
stamped ‘‘Prim, Trav. Sta. No. 12, 1905”.........

T.3N., R.9 &,, corner secs. 4,5,8and9, 15 feet south
to center of bridge over ditch, 12 feet north to
CYOSSTORS) oc oes. e nb els bea nae eLeat  atuh seis eRe

T. 3 N., R. 9 E., corner secs. 3, 4, 9 and 10, T. road
west at stone to (church and schoolhouse), 50 feet
south to center of bridge over ditch..............

T.3N.,R.9E., corner secs 2, 3, 10 and 11, cross-
Toads 2b StONE tO ay5ccceceeges eu eed eee esa enees

T.3N., R. 9 E., east corner to secs. 2 and 11, cross-
roads at schoolhouse No. 1, stone...............

T. 3 N., Rs. 9 and 10 E., corner secs. 1, 6, 7 and 12,
crossroads, 21 feet south to center of bridge, 21 feet
southeast to Mrs. F. A. Lovell’s mail box........

T. 3 N., 10 E., northeast corner sec. 7, at crossroads at
schoolhouse No, 2, cross cut in southwest corner of
large stone culvert bears N. 11° E., distant 17.6 feet;
southwest corner of schoolhouse bears N. 48° E., dis-
tant 126 feet; tron post stamped ‘Prim. Trav. Sta. No.
W3p F90G sect te tate cn ntianse apie al aire Ha

 

41 14 2l.

41
41

41

41

41

41

4l

41

41

41

41

41

4

14
14

14

14

14

14

14

14

14

14

14

22.
-3.

23.

24.

25.

25.

26.

26.

26.

 

83

83
83

83

83

83

83

83

83

83

83

83

83

83

52 55.9

51 43.0

50 33.0

49 24.4

48 14.6

47 07.2

45 57.4

44 46.5

 

19—T. 8S.
290 PROGRESS REPORT

don Quadrangle (Williams County).

Geographic positions along highways near Ohio-Indiana State line.

 

 

Station. Latitude. Longitude.

 

 

 

Ts. 6 and 7 N., R 1 E., west corner secs. 6 and 31, T.

PORALEAS EH Aisis. cu. suniene Piccvisns Paveebaie oat gael wes was 41 30 45.6 84 48 14.6
T.7N., R.1E., stone at corner secs. 30 and 31....} 41 31 38.0 84 48 15.1
T.7N., R. 1 E,, west corner secs. 19 and 30, T. road

CASE C2 HS dP Se eS ee way ee inoe sd the ae Seed eearmeeonate 41 32 29.9 84 48 15.7
Edon, crossing of Wabash R. R. and Ohio-Indiana

State line 2 miles west Of .........-.0.-.0..0006. 41 32 53.9 84 48 16.0
T.7N.,R.1E.,, secs. 7 and 18, crossroads at west

COTMOT shee ecthes Bu ERD AN eiel Diack had Sule BETES 41 34 13.9 84 48 17.3
T.7N., R.1E., west corner secs. 6 and 7, T. road

CASE bb wr aa WRG ae gas See an eee Gorse BR AAS 41 35 06.2 84 48 18.0
T.8N., R.1E,, secs. 30 and 31, west corner, T. road

SOUGe os ning Gancd enter tacicre Mad Ae Aen Rk Re oN ae 41 36 46.6 84 48 19.2
Columbia, crossroads.........000.0 000 cece eee eee ee 41 37 58.0 84 47 18.6
Columbia, road west 1.5 miles north of ............. 41 39 10.8 84 47 36.3

Store, T. road east just south of, 0.33 mile north of
schoolhouse, 33 feet southeast to mail box, 44 feet

northeast to apple tree .....--... 0... +e eee eee eee 41 40 15.6 84 47 44.2
Ohio-Indiana State line, T. road east, 1.25 miles south

of northwest corner of Ohio...............-00055 41 40 41.2. 84 48 20.4
a OAMNEAS bee Gset td calhes uce den dust tae be egaeies wanes Meg OES 41 41 34.1 84 48 20.2
Ohio-Indiana-Michigan, corner of ................. 41 41 45.5 84 48 20.2
T.958., R. 4 W., corner secs. 8, 9, 16 and 17, T. road

MOVE wy cen evading cate ames wee Sera heeseneetins 41 41 34.7 S4 47 10.0
T.98., R. 4 W., corner secs. 9, 10, 15 and 16, T. road

NOU iy Sn eed BS Sup GS ESSA Meats OS 41 41 35.6 84 46 00.3

 

 

 

Frazeysburg Quadrangle (Coshocton, Licking, and Muskingum Counties)

Magnetic declination, west border, 3° 08’ west; north border, 0° 46°
west.
Geographic positions along highways.

 

 

 

 

 

Station. Latitude. Longitude.
Fallsburg, road west at hotel, 42 feet northwest to} ° ’ ” Ser it
cross on telegraph pole, 58 feet southeast to stone
Step tO SEOTE gsca vacate Atom ors ax aioe REE AM Bae 40 12 16.6 82 14 18.0
Sees. 8 and 13, quarter corner between ....... .| 40 12 47.2 82 13 58.9
Wakatomika Creek, just east of Eli Frey’s featdence; ‘
east end of covered bridge over...........+---+- 40 13 15.1 82 13 16.8

Frampton, at schoolhouse, corner stone to secs. 1, 2,

9 and 10 ese echn dena eos acne ke aaabicne Mase 40 13 37.8 12 11.9

a
lwo
TOPOGRAPTIIC SURVEY. 291

Geographic positions along highways—Continued.

 

 

Station. Latitude. Longitude.

 

 

 

Frampton, 1 mile east of, at Licking-Coshocton county

line, T. road south, forked post.................. 40 13 40.6 82 11 01.7
Crossroads, guidepost at (“Bladensburg 8 mi.”) ..... 40 13 47.0 82 09 54.8
French Melick’s residence, road north at, cross on tel-

Goraph Poles sacecmagdends Ghyes valve ee ebaae Axess 40 14 13.5 82 09 21.8

West Carlisle, 1.3 miles west of, road south, 15 feet to
cross on fence post, 33 feet west to cross on telegraph
POLE sic os canes hs reek lactate s dun rene Sid PAR Mae Suwa TS 40 14 10.6 82 08 26.3

West Carlisle, in southwest corner of lot of H. M. Rob-
inson; northwest corner of Presbyterian Church bears
S. 1° 30’ E., distant 123 feet; nail in east face of locust
tree bears N. 83° W., distant 46.2 feet; iron post
stamped “Prim. Trav. Sta. No. 55, 1905”.......... 40 13 43.7 82 07 00.0

Cooperdale, 1.66 miles west of, forks of road, 36 feet
southwest to cross on fence post, 35 feet southeast
to cross on corner of rail fence.................. 40 13 52.4 82 05 50.6

 

 

 

Geographic positions along Cleveland, Akron and Columbus Railway, Cooperdale to
Tunnel Hill.

 

 

 

 

 

Station. Latitude. Longitude.
° t uw °° z Ww
Cooperdale, 0.33 mile north of, road crossing........ 40 13 22.6 82 04 05.3
» Tunnel Hill, 1.75 miles south of, east-west road cross-
WIS ed eee f Gee eed ee es ag ev RGR BEY Sees EYES 40 14 00.2 82 03 48.4
Tunnel Hill, 0.75 mile south of, northwest-southeast
TORE CHOSSING ao cists caceiitdad nklens ees sAd aes 40 14 47.0 82 03 13.9
Tunnel Hill, road crossing .............0...22000005 40 15 17.4 82 02 56.3

 

Geographic positions along highways

 

 

Station. Latitude. Longitude.

 

 

 

Tunnel Hill, 1.5 miles east of, T. road north, 27 feet
due south to cross on fence post...............-. 40 15 29.1 82 01 30.1
Tunnel Hill, 2 miles east of, near northwest corner of
field of Wm. L. Wright; northeast corner of Wright's
house bears S. 14° W., distant 87 feet; iron post] +
stamped “Prim. Trav. Sta. No. 56, 1905”......... 40 15 18.9 82 00 32.8

 
292 PROGRESS REPORT

Geographic positions along Baltimore and Ohio Railroad, Pleasant Valley to
Milepost 85.

 

 

Station. Latitude. Longitude.

 

 

 

Pleasant Valley, 1.5 miles southeast of, opposite mile-
post 86, center of track................-.20005. 40 00 09.7 82 06 54.4
Milepost 85, 275 feet east of, private road crossing....| 40 00 02.6 82 05 48.4

 

Geographic positions along highways.

 

 

Station. Latitude. Longitude.

 

 

 

Reform, 1.5 miles south of, T. road east at H. L.

Smith’s residence, 36 feet southeast to cross on

gatepost, 45 feet southwest to H. L. Smith’s mail

DORs daiat wie ete ee eae eh ee ee eee 40 06 47.1 82 14 49.5
Hanover, 1 mile northeast of, five corners, 24 feet

southeast to cross on corner fence post, 32 feet east

to cross on picket at corner of fence............. 40 05 34.5 82 14 53.7

 

Geographic positions along Wheeling and Lake Erie and Cincinnati and Muskingum
Valley Railroads near Dresden.

 

 

Station. Latitude. Longitude.

 

 

 

Wheeling and Lake Erie R. R. milepost 11, center of
track: OPPOSE: wins 24 suds neve e ahs pitaemue dane ets 40 04 40.8 82 00 01.1
Dresden, 2 miles south of, milepost 4, just north of,
east-west road crossing of Cincinnatiand Muskingum]
Valley Ri Ris «ess cssaae vated cay cee os aes vey ee'es 40 05 4
Milepost 3, 500 feet north of, east-west crossing...... 40 06:3
Dresden, near northwest corner of public school grounds,
northwest corner of schoolhouse bears N. 80° E., dis-
tant 137.3 feet; nail in root of maple tree bears S. 30
30’ E., distant 13 feet; iron post stamped ‘‘Prim, Trav
Sta,No.54, 1905" obs scoters caieeadeee sate ees 40 07 I7.
Canal, road crossing under railroad bridge .......... 40 07 57.

1.5 | 82 01 02.0
3.5 | 82 00 42.8

82 00

9.
82 01 02

oO ©
on
i» co

 

 

 
TOPOGRAPHIC SURVEY. 293

Geographic positions along Cleveland, Akron and Columbus Railway, Trinway to
Wakatomika,.

 

 

 

Station. Latitude. Longitude.

 

 

° , a °o t ”

Trinway station, just west of, crossing of Cleveland,

Akron and Columbus and Pennsylvania R. Rs.,

main line, north track.............02. 000 eee eee 40 08 36.3 82 00 54.4
Trinway, 2 miles north of, northwest-southeast road

crossing, at covered bridge...... Be ee ee re 40 10 16.3 82 01 48.8
Wakatomika, 0.75 mile south of, east-west road

CrOSSINE” asaya aye h ox ee es eb aoe Sad ead weeny 40'11 19.2 82 02 19.7
Wakatomika, 0.5 mile north of, road crossing....... 40 12 06.2 82 03 04.6
East-west road crossing ............ 00... seen eee ee 40 12 45.1 82 03 36.5

 

Granville Quadrangle (Licking County).

Magnetic declination, east border, 0° 44’ west; north border, 0° 36’
west. .
Geographic positions along highways, Croton to Homer.

 

 

Station. Latitude. Longitude.

 

 

 

Croton, 2.5 miles west and 0.5 mile south of, at crossroads
at Wm. Farel’s residence, in southeast corner of James
Wilson’s farm; nail in east face of cherry tree bears S,
89° W., distant 20 feet; tron post stamped ‘Prim,
Trav. Sta. No 40, 1905"... .... 0... eee eee ee 40 13 57.1 82 44 18.0

Croton, 1.25 miles west of, T. road east, 36 feet south-
east to cross on fence post, 27 feet northeast to

Greén’s Mail bOX ste ccc ose ae eee gence be wes tes 40 14 21.5 82 42 49.5
Croton, Delanon street crossing of railroad.......... 40 14:20.7 82 41 20.1
Croton, 1 mile east of, T. road north, 13 feet due

south to cross board at west of wire fence......... 40 14 27.9 82 39 52.4

Bennington Township House, 1.66 miles west of,
crossroads 300 feet south of schoolhouse, 21 feet
northeast to B, E. Nash’s mail box, 36 feet south-
east to cross on corner fence post ................ 40 14 22.5 82 38 26.4

Lock, 2 miles south of, Bennington Township House, at
northwest corner of; nail in west oak bears S. 60° 45'
W., distant 19.8 feet; northwest corner foundation of
house bears S. 80° 30' E., distant 3.5 feet; tron post

stamped “Prim. Trav. Sta. No. 39, 1905” .......... 40 14 22.8 82 36 22.1
Bennington Township House, 1 mile east of, covered
bridge over Otter Creek North, center of ......... 40 14 40.5 82 35 14.3

Crossroads, 1,500 feet east of, Otter Creek East,
center of iron bridge OVer ..........0.0eeee reece 40 14 48.8 82 34 16.3

 

 
294 PROGRESS REPORT

Geographic positions along highways, Croton to Homer—Concluded.

 

 

 

Station. Latitude. Longitude.
° ’ a” ° / a

Homer, 1.66 miles west of, T. road south, 42 feet

southeast to cross on corner fence post, 40 feet

southwest to hickory tree.................0.000. 40 15 25.5 82 33 17.2
Otter Creek East, center of covered bridge over...... 40 15 11.0 82 32 20.4
Homer, in northwest part of public school grounds; north-

west corner of schoolhouse foundation bears S. 3° 45!

W., distant 78 feet; tron pump bears S. 70° W,, dis-

tant 11.3 feet; tron post stamped *‘Prim, Trav. Sta.

NO: 381905 can grains wages deed ebeagudens 40 15 09.60 | 82 31 20.62

 

Geographic positions along Baltimore and Ohio Railroad, Summit to Union.

 

 

 

 

 

Station. Latitude. Longitude.
° t n ° t a"
Summit station, 1 mile north of, in northwest corner of,

small lot owned by W. S. Griffith, lot situated just south

of east-west section line, on east side of north-south

road, tron post stamped ‘‘Prim, Trav. Sta. No. 34,

1906 sete aay magaene ne eaea eine alae whee ae 40 00 44.6 82 45 03.4
Milepost 24, private-road crossing, south track...... 40 00 08.3 82 33 26.6
Union station, 1.5 miles west of, east-west road cross-

TGs Ai) ec eet iaee she se ilpha kh AAA lt hemes ad 40 00 34.9 82 32 26.1
Union station, 0.75 mile west of, crossroads, in south-

east corner of Ira Showman’s field; cross cut on stone

abutment to bridge bears S. 9° 15' E., distant 47.6 fect;

tron post stamped “Prim. Trav. Sta. No. 36, 1905”..| 40 OI 15.6 82 31 29.2
Union station, 0.5 mile east of, north-south gravel-

TOACSCLOSSING hosp hae tiwnnneianageantagegeagee 82 30 22.5

 

40 01 22.8

 

 

Geozraphic positions along highways, Granville to Union schoolhouse.

 

 

 

 

Station. Latitude. Longitude.
° t wn” oO z an”

Granville, 1 mile south of, T. road to west at school-
house, 19 feet northeast to cross on corner of fence,

7 feet south to end of culvert ................005- 40 02 53.3 82 31 25.2
Granville station, north-south street crossing, Toledo

and Ohio. Central Ry... 60526. wee Re ces paaeees 40 03 51.7 82 31 14.8
Granville station, 0.75 mile north of, T. road west,
35 feet northwest to north end of culvert, 46 feet

south to cross on telegraph pole ........... 00266] 40 04 39.1 82 31 18.2
TOPOGRAPHIC SURVEY.

295

Geographic positions along highways, Granville to Union schoolhouse—Concluded.

 

 

Station.

 

Latitude.

 

Longitude.

 

Schoolhouse No. 8, 1891, 0.5 mile north of, T. road
east, 30 feet southeast to corner of garden fence,
28 feet northeast to cross on telegraph pole........

Brushy Creek, south end of iron bridge over........

Fredonia, schoolhouse yard, in west part of, northwest
corner of; foundation of schoolhouse bears S, 72° 30!
E., distant 122.6 fect; southeast foundation to Willard’s
store bears N. 46° 30' W., distant 94.5 feet; tron post
stamped ‘Prim, Trav, Sta. No. 37, 1905”

Highwater, crossroads, 63 feet south to northwest
corner of store porch, 31 feet southwest to guide-
post

Highwater, 1 mile north of, crossroads, 27 feet north
to cross on corner of board fence, 60 feet north to
J. F. Riley’s mail box

Union schoolhouse, 0.5 mile south of, T. road west,
16 feet due west to W. F. Wagoner’s mail box......

Union schoolhouse, 0.5 mile north of, crossroads, post .

 

40 06
40 07

40 09

40 10

40 11:

40 12
40 13

08.6

34 .4

Ww
bw
wow

oo
ah
i 09

 

82 31 08.0

82 31 04.5

82 31 12.5

82 31 10.7

82 31 05.2

82 31 10.8
82 31 13.6

 

Logan Quadrangle (Perry County).

Geographic positions along Cincinnati and Muskingum Valley Railroad near Junction

 

 

 

 

 

City.
Station. Latitude. Longitude.
°° t wn ° , ”

Milepost 42, 0.33 mile east of, road crossing.......... 39 43 23.5 82 16 43.8
- unction City, near Stalzenbach & Harris’s store, on
north line between Cincinnati and Muskingum Valley
Railroad and property of Junction City; southwest
corner of store bears N. 26° 50' W., distant 78.9 feet;
north rail of track at road crossing bears S. 43° 45' W.,
distant 53 feet; iron post stamped ‘Prim, Trav. Sta.

Nios 6651905" heed eh heeie ee wee wae pe mahngne 8 39 43 13.4 82 17 57.0

Milepost 13, road crossing ....................005. 39 43 24.6 82 20 00.6

- McElroys, 1 mile south of, road crossing at spur...... 39 44 00.8 82 20 19.3

McElroys station, road crossing ..........-....004. 39 44 57.3 82 19 53.2

 

 

 
296 PROGRESS REPORT

McClure Quadrangle (Henry and Wood Counties).

Geographic positions along highways near north border of quadrangle.

 

 

Station. Latitude. Longitude.

 

 

 

Whitehouse, 1.5 miles south of, crossroads and school-
house, 4 miles east of Neapolis, 44 feet northeast to
school pump, 33 feet northwest to guidepost...... 41 29 43.1 83 48 26.6

Neapolis, 2.25 miles east of, crossroads, 32 feet south-| _ ;
west to Geo. Rapp’s mail box, 23 feet northwest to
northeast corner stone of culvert ..............-. 4l 29 42.6 83 49 36.0

Crossroads at schoolhouse, 28 feet northwest to cross
on corner fence post, 39 feet southwest to 8. Jewell’s

Mail DOR sss ce dew Oke eae Sv siale Reslaly AOR ee a 41 29 42.0 83 50 44.6
Neapolis, road crossing ........... 066: e eee eee 41 29 32.9 83 52 23.9
T.6N.,R.8E., sec. 12, southeast corner of, in southeast

corner of field of Mary A. Long, iron post stamped

“Prim. Trav. Sta. No. 30, 1905"................0. 41 29 14.5 83 52 58.4
T.6N., R.8E., corner secs. 11, 12, 13 and 14, stone at

CLOSSPOAUS gad Pax dG cea vated es ye dee gay ews 41 29 13.1 83 54 08.6
T.6N., R. 8 E., corner secs. 10, 11, 14 and 15, cross-

roads, 29 feet northwest to H. Leneman’s mail box
f 36 feet southwest to board on small tree.......... 41 29 13.1 83 55 18.1
T.6N., R. 8 E., corner secs, 9, 10, 15 and 16, stone

at crossroads. ..... 0.6 cece eee eee 41 29 12.9 83 56 27.8

T. road north, T. 6 N., R. 8 E., corner secs. 8, 9, 16
and 17, 22 feet southeast to F. C. March’s mail box,
24 feet south to cross on fence-post.............. 41 29 12.5 83 57 37.6

T.6N., R.8 E,, corner secs. 7, 8, 17 and 18, crossroads,
36 feet northwest to mail box, 31 feet southwest to
cross on telephone pole.............. 00 ee eee 41 29 12.1 83 58 47.0°

 

 

 

Montpelier Quadrangle (Williams County).

Geographic positions along highways near Ohio-Michigan State line.

 

 

 

 

 

Station. Latitude. Longitude.
f° , ” o oF ”
T.98., R.2 W., corner secs. 10, 11, 14 and 15, T. road
MOLE be aace oe RSet ee SAD see AR ease 41 41 40.6 84 30 51.2
T.958., R.2 W., corner secs. 9, 10, 15 and 16, T. road
CASE» exe giee donde WS 2S Caen Dera al bane Deed may ROR 41 41 40.3 84 32 00.5
Ohio-Michigan State line, center of north-south road.| 41 42 09.0 84 32 00.8 .

Pioneer, T. road west, 1"mile east of, 30 feet northwest
to cross cut on corner fence post, 42 feet south-
west to cross cut on telephone pole ........-.... 41 40 47.7 84 32 07.8

Pioneer, northeast corner of bridge at crossing of
of main strectS .......... cee eee ee ete eee ets 41 40 47.

to

84 33 10.8
TOPOGRAPHIC SURVEY.

297

Geographic positions along highways near Ohio-Michigan State line—Concluded.

 

 

 

 

 

Station. Latitude. Longitude.
° , “u ° , “

T.9S., R. 2 W., corner secs. 17, 18, 19 and 20, cross- :

VOAS; a nueanrg tigen Hie en tals aa Ale Sai BEL sonal «ass aie 41 40 47.6 84 34 20.2
T.95S., R. 2 W., west corner secs. 18 and 19, T. road i

CaS. cx so sere aktsia ek BR eae 4 eae aie t eet es 41 40 47.3 84 35 30.9
T.98S., R. 3 W., corner secs. 13, 14, 23 and 24, cross-

TOADS) cca lot ctls Shea Da GN ad Mat ot Wome aetna meine bhi 41 40 46.9 84 36 40.9
T.9S., R. 3 W., corner secs. 14, 15, 22 and 23, at

Bethel Church, crossroads.............-...-0005 41 40 46.5 84 37 50.2
T. 9 S., R. 3 W., southeast corner sec. 10;4 miles west

and 1 mile north of Pioneer, in southeast corner of

Osborne’s farm, iron post stamped ‘Prim, Trav. Sta.

Nos (8; 1905)" ade ces ees cass. dace ane aisle oh eacde 41 41 39.0 84 37 50.6
Ohio-Michigan State line, T. 9 S., R. 3 W., 349 feet

south of quarter corner between secs. 10 and 11....} 41 42 01.5 84 37 50.5
T.98S., R. 3 W., corner secs. 9, 10, 15 and 16, T. road

NOL Dis csicars set heated do aw oie Eoolee ie ee yeas 41 41 38.5 84 39 00.6
T.98., R. 3 W., corner secs. 8, 9, 16 and 17, crossroads} 41 41 38.1 84 40 10.7
T.98., R. 3 W., north corner secs. 17 and 18, T, road

SOUR ae aa beh oes ous OM Pe dae Lake RAS aM aoa eae 41 41 37.7 84 41 20.6
Northwest Church, T. road north ................. 41 41 36.3 84 43 04.8
In southeast corner of field owned by F, M, Husghy, iron

post stamped ‘‘Prim, Trav. Sta. No. 19, 1905” ...... 41 41 36.4 84 44 50.0
Ohio-Michigan State line, center of north-south road,

3 feet south of southwest gatepost .............. 41 41 50.6 84 44 49.8

 

 

 

Geographic positions along highways near west border of quadrangle.

 

 

 

 

 

 

 

Station. Latitude. Longitude.
° Ef a ° t nw
T.958., R. 4 W., corner secs. 14, 15, 22 and 23, cross-
TOACS wit S:acdtccns aed arate f dee ng Mihcann 4 ao weno ge eae Meme 41 40 43.6 84 44 49.8
7.9 58., R. 4 W., corner secs. 22, 23, 26 and 27, T.
TOA WES ceviey cases ede'e dots Aas aoe ee 2a deena 41 39 51.2 84 44 49.8
T.95S., R. 4 W., corner secs. 26, 27, 34 and 35, T.
TOA WESE sidce sca dee ar dca Ven bara digo he hb Gi andaedehdae ae 41 38 58.8 84 44 48.9
Tps. 9 and 10 S., R. 4 W., corner secs, 2, 3, 34 and 35,
center of north-south road crossing at corner...... 41 38 06.4 84 44 47.8
T. 10 S., R. 4 W., south corner secs, 2 and 3, T. road
NOP «say yas ees tn kee has ee Sere ghd BOL oR Sahee 41 37 14.4 84 44 46.9
T. 8 N., R. 1 E., south corner secs. 33 and 34, cross-
TOROS, hu lard su agh Se naan Cue iemealn Gaaieded BAe RCA la Dla 41 36 06.8 84 44 58.1
T.7N., R. 1 E., southwest corner sec. 3, in southwest
corner of John Fox’s garden; southwest corner of
schoolhouse bears N. 79° 40' W., distant 190.7 feet;
southwest corner of section 3 bears S. 48° W., distant
30.7 feet; iron post stamped ‘Prim. Trav. Sta. No.
205 N90 Sion cuit ioeta te gedttie 2 cebu eee oiaue gue a bai Aone 41 35 06.7 84 44 57.4
298 : PROGRESS REPORT

Geographic positions along higways near west border of quadrangle—Concluded.

 

 

 

 

 

Station. Latitude. Longitude.
° t aw ° t a“
T. 7 N., R. 1 E,, corner secs. 9, 10, 15 and 16, cross-
PORIS scent nhe en in tees omabon cea ee aGeee MeRe 41 34 14.2 84 44 57.6
T.7N., R. 1 E., corner secs. 15, 16, 21 and 22, cross-
TOAGS 2 ve er Meh AOS Pee Pn @ wees Coes 41 33 22.2 84 44 57.6
T.7N., R. 1 E.,, corner secs. 21, 22, 27 and 28, cross-
TOMAS A cstanty chiscitaw suits Briana ERT uration SG Sauna d (asS 41 32 30.2 84 44 57.4
T.7N., R. 1 E.,, corner secs. 27, 28, 33 and 34, cross-
TOROS <3 & erloviiuch Goud savin sara etary chats Nestle ad etn os hae eR = 41 31 38.2 84 44 57.1
Tps. 6 and 7N., R. 1 E., corner secs. 3, 4, 33 and 34,
SGiONGH ae acca h aie a he ee aoe ee eee AY 41 30 46.2 84 44 56.7

 

 

 

Newark Quadrangle (Licking County).
Magnetiv declination, west border, 0° 36’ west; north border, 2° 31’
west; east border, 3° 08’ west; south border, 1° 05’ west.

Geographic positions along highway.

 

 

Station. | Latitude. Longitude.

 

Homer, 1.33 miles southeast of, large sugar maple in
CONbEr OF POAC saciv od anos ne Eh RARE NaA AS 40 14 39.2 82 29 22.5
Road southwest, 24 feet south to cross on black oak..| 40 13 55.7 82 28 00.0
Utica, in southeast part, east-west road crossing
Baltimore and Ohio R. R.................0.000. 40 13 57.2 82 26 52.4
Licking-KKnox county line, road west, 27 feet north-
west to cross on gatepost, 27 feet southeast to cross
ON PAM TENCE: x ciudienc 5.4 AN ue obhi adaeadew. leas oul SU OS 40 14 35.8 82 25 04.2
Hill Church, 0.5 mile west of, T. road north, 28 feet
northwest to telephone pole, 22 feet southwest to
cross On fence POSt 2s a5252krtaee yd ae SRS eee ee’ « 40 14 32.4 82 23 44.6
Martinsburg, 1.5 miles south of, at crossroads, in north-
east corner of field of W. ‘P. Harrison, tron post
stamped “Prim, Trav, Sta. No. 41, 1905" ......... 40 14 53.7 82 21 36.2
Martinsburg, about 2 miles southeast of, crossroads,
10 feet southeast to gum tree, 21 feet northeast to
MawlbOx ney ese ares Shee saueees Be see ease -...| 40 14 50.8
County line, 0.5 mile north of, crossing of east-west
and northwest-southeast roads, 388 feet north to
large white oak, 38 feet northeast to cross on fence
DOSE Save k badd Meine gw spe baad Rann eta ars 40 14 49.6 82 19 14.8
County line, 0.5 mile north of, at A. J. Blount’s farm,
T. road west, 29 feet northeast to cross on fence post, :
30 feet southeast to cross on telegraph pole........ 40 14 48.6 82 17 06.4

2 20 18.1

Nn
to

 

 
TOPOGRAPHIC SURVEY. 299

Geographic positions along highways—Concluded.

 

 

Station. Latitude. Longitude.

 

 

 

Henpeck Corners, crossroads, Ҥ feet southeast to
guidepost, 27 feet northwest to Benbow Simpkins’s
Mail OK sas. nacaeicatacaraomgate ae ease eds aes 40 14 02.2 82 16 52.7

Henpeck Corners, 1 mile southeast of, 2 miles northwest
of Fallsburg, qust north of schoolhouse, in southeast
corner of W. H. Kidd's farm, at T. road northeast,
tron post stamped ‘Prim, Trav. Sta. No. 42, 1905”) 40 13 44.4 82 16 03.7

Fallsburg, 1 mile northwest of, T. road east, scales,
£00 feet north of, 16 feet east to Matt Frost’s mail
DORE. 2 cman ith kcal hada ead AO kd aed a arte oor ee 40 12 51.1 82

Corner secs. 14, 15, 16 and 17, cross on top of stone...| 40 11 56.0 82

on

mo
mD
iH oo

 

 

 

Geographic positions along Toledo and Ohio Central Railway near Central City.

 

 

Station. Latitude. Longitude.

 

 

 

Milepost 28, 240 feet east of, east-west gravel-road

crossing) north track: . 22. ¢.a¢+:e2deeee.8a04 oes 40 01 43.1 82 29 25.1
Central City, 0.75 mile south of, 105 feet north of mile-

post 14, east-west gravel-road crossing........... 40 01 30.2 82 28 26.9
Milepost 13, just north of, private-road crossing.....| 40 00 38.5 $2 28 38.8

 

Geographic positions along highways.

 

 

Station. | Latitude. Longitude.

 

 

Fulton schoolhouse, 0.25 mile east of, T. road north,
22 feet south to cross on red gate................ 40 01 21.5 82 26 41.7
Lloyds Corners, 1 mile west of, T. road south, 21 feet
east to east end of tile culvert, 19 feet southwest
to west end of same... .. 0... ees 40 00 54.1 82 25 24.5
Newark, about 3 miles south of, at Lloyds Corners,
crossroads, 13 feet southeast to ring on telephone

pole, 31 feet northeast to cross on picket fence.....| 40 00 49.7 82 24 14.0
Lutheran Church, 1 mile northwest of, at top of hill,
T. road west, point on intersection............... 40 00 48.7 82 22 54.6

Newark, 4.5 miles southeast of, in Lutheran school
grounds, southeast corner of schoolhouse foundation
bears N. 25° 15' W., distant 11.9 feet; northwest corner
of Lutheran Church foundation bears S. 37° 30' W.,
distant 67.6 feet; iron post stamped ‘Prim. Trav. Sta.
Nos 45) 1905" cc cuteeiaengete de dened ames 40 00 16.6 82 22 04.8

 

 

«
300 PROGRESS REPORT

Geographic positions along highways—Concluded.

 

 

 

 

 

Station. Latitude. Longitude.

Fry (John) farm, at southwest corner of, crossroads,) ° ’ ” a

30 feet northeast to cross on post at south end of

wire fence, 46 feet northwest to T. J. Moore’s mail

POxer is eek Ns ae Bee ran ea eden waders 40 00 00.8 82 21 01.3
Sigler (R. 8.) residence, T. road south, 10 feet northeast

to mail box, 30 feet southwest to guidepost........ 40 00 50.3 82 19 58.7
T.1N., R. 11 W., stone at corner secs. 1,2,9and10..| 40 00 46.1 82 18 34.3
Boodle schoolhouse, 1.33 miles southeast of, road

south, 13 feet north to cross on gatepost, 36 feet

southwest to mail box ........... 00. c eee eee ee 40 00 04.8 82 16 57.9
Clay Lick, about 4 miles south of, in south part of grounds

of Boodle schoothouse, southwest corner of schoolhouse

foundation bears N. 9° 15' E., distant 57 feet, nail in

root of maple tree bears N. 84° 30! E., distant 60.1 feet;

iron post stamped “Prim, Trav. Sta. No. 44, 1905”..| 40 00 58.7 82 17 23.4
Scott (G. W.) residence, intersection of roads, mail box} 40 10 38.4 82 16 03.0
Sawmill, 900 feet north of, T. road to west, on top of

hill, 30 feet northwest to mail box.............. 40 10 01.2 82 15 29.1
Reform, 0.66 mile northwest of, crossroads, 25 feet

northeast to F. Priest’s mail box, 29 feet northwest

to cross on corner fence post................006. 40 08 53.1 82 15 14.3
Reform crossroads, 21 feet southeast to R. 8. Paine’s .

mail box, 30 feet northeast to willow tree........ 40 08 16.6 82 15 02.0
Reform, 0.75 mile south of, in southwest corner of field of

John W. Gardner, opposite Methodist Church, tron

post stamped ‘“‘Prim. Trav. Sta. No. 43, 1905” ...... 40 07 34.0 82 15 05.0
Hanover, in northwest part of, road crossing under

Pennsylvania R. R. center of............0--2.06- 40 04 34.2 82 15 47.2
Hanover Electric R. R. station, road crossing,

Newark and Zanesville Electric R. R............. 40 03 53.4 82 16 03.6
Clay Lick, 0.5 mile north of, just south of electric rail-

road station, old Ohio Canal, center of bridge over.; 40 03 54.0 82 17 27.7
Clay Lick, 1 mile south of, T. road west............. 40 02 52.7 82 17 29.2
Clay Lick, 2 miles south of, road to southwest at

Jonathan Intow’s residence, 12 feet southwest to

J. R. Shepherd’s mail box .......... 0.0.0... 000 40 01 36.1 82 17 38.1

 

 

 
TOPOGRAPHIC SURVEY.

301

New Comerstown Quadrangle (Coshocton and Guernsey Counties).

Magnetic declination, south border, 1° 57’ west.

Geographic positions along Pennsylvania Railroad between West Lafayette and Isleta.

 

 

 

 

 

 

 

 

 

 

 

 

 

Station. Latitude. Longitude.
° , ” ° , wo
West Lafayette, 1 mile south of, T, road east, 24 feet

east to guidepost, ‘Plainfield 5 miles,” 38 feet

southeast to cross on corner fence post........... 40 15 29.8 81 44 27.6
West Lafayetie, at northwest corner of public school

grounds, northwest corner of schoolhouse bears S. 16°

15' E., distant 256.6 feet; iron post stamped ‘Prim,

Trav. Sta. No. 58, 1905" 20... eee 40 16 33.3 81 44 50.2
Milepost 77, 300 feet east of, road-crossing, north track| 40 16 24.3 81 43 04.4
Milepost 78, 700 feet east of, north-south road crossing,

SOUCH TACK a slag. ga ee okie spartans Geet ae ween ces Ra Ree, 40 16 18.5 81 41 51.8
Isleta station, road crossing, south track ...... «....} 40 16 18.3 81 40 24.8

Geographic positions along highways.
Station. Latitude. Longitude.
° # un ° ¥ a
Isleta, 1 mile southeast of, forks of road, 30 feet north

to cross on board fence, 75 feet southeast to cross

on: telegraph: pol: is: oveiieng egies tls ene ww ya 40 15 50.2 81 39 25.50
Top of hill, Y road at, 27 feet northeast to guidepost,

“Coshocton 13 mi.,’”’ 21 feet west to mound........ 40 14 53.8 81 37 59.50
Widder triangulation station, on land of Chas. Widder,

2.5 miles nearly south of New Comerstown, 50 feet

west of north-south road, 0.5 mile west of Baptist

Church, and 600 feet southwest of White schoolhouse.

Station mark: A sandstone post 36 by 6 by 6 inches,

set 63 inches in the ground, in center of top of which

is countersunk and cemented a bronze triangulation

tablet (Ohio) ...........44% Pode Wbcaie «tinsel aoe uso Slaves 40 14 09.67 | 81 36 54.11

 

 

 
302 PROGRESS REPORT

New Lexington Quadrangles (Morgan and Perry Counties).

Geographic positions along highways.

 

 

Station. Latitude. Longitude.

 

 

 

Deavertown, cross streets, 48 feet northwest to south-
east corner of postoffice, 48 feet southwest to north-

east corner of store at pump ................... 39 44 03.1 82 02 16.7
T. 148., R. 14 W., north corner secs, 34 and 35...... 39 44 28.2 82 03 37.0
Deavertown station, road crossing Zanesville and

and. Western RWyi:eancesverisadeierdeeaneess 39 44 20.6 | 82 04 36.0
Stringtown crossroads, guidepost ................-. 39 44 39.5 82 05 18.1

 

Geographic positions along Cincinnati and Muskingum Valley Railroad between
McLuney and New Lexington.

 

 

Station. ; Latitude. Longitude.

 

 

 

McLuney, near station, on land of Charles Myers, south-
east corner of station bears S, 71° W., distant 71.5 feet;
northwest corner of store bears S, 81° 4o' E., distant
10 feet; iron post stamped ‘Prim. Trav. Sta. No. 65,

NGOS ire no cc cae aedy fades cuss eokdeitan beeabutd Sc skehnnie sn be 39 44 26.2 82 06 27.8
Lyondale station, road crossing ..............-..-- 39 43 54.8 82 08 13.8
Milepost 35, 0.5 mile west of, north-south road cross-| -

TIS airs aie cetera iray Ste rant ala Ay gh Uaeateore tee HG EAN 39 43 29.1 82 09 47.6
Wilburn station, road crossing ................+-4. 39 43 26.7 82 10 38.1
New Lexington, 1 mile northeast of, north-south road

CNOSSIME. cee i Gust Ih e-dean pat acahsaversecoieltind ePseite erent 8 aise a 39 43 16.0 82 11 45.6
New Lexington station, center of track opposite.....| 39 43 08.7 82 13 00.0
Milepost 40, 900 feet west of, road crossing.......... 39 43 20.9 82 14 35.7

 

 

 

Ottawa Quadrangle (Henry County).

Geographic positions along Baltimore and Ohio Southwestern Railroad between
Holgate and Hamler.

 

 

Station. Latitude. Longitude.

 

 

 

Holgate, crossing of Baltimore and Ohio Southwestern
R. R. and Clover Leaf Route.................04. 41 14 53.9 84 07 40.5°
Holgate, 1 mile cast of, in northwest corner of field at T.
road south, T. 3 N., R. 7 E., west quarter corner to
sec, 6 is 30 fect west and 35 fect north of station; tron ;
post stamped ‘Prim. Trav. Sta. No. 10, 1905” ...... 41 14 46.0 84 06 47.7
_ TOPOGRAPHIC SURVEY, 303

Geographic positions along Baltimore and Ohio Southwestern Railroad between Hol-
gate and Hamler—Ccnceluded.

 

 

Station. Latitude. Longitude.

 

 

 

° f nw ° t uu

Holgate, 2 miles east of, road crossing north and south} 41 14 30.0 84 05 34.6 _
Hamler, 2.5 miles west of, section line, road crossing]

north and south .< ..ccc0 ss ca wee ces eae ea wcthaee 41 14 17.4 84 04 28.8
T.3.N., R. 7 E,, corner secs. 4, 5, 8 and 9, stone at

PORE oo ek wee a OE Pa eR eas Se eee eee eS 41 14 21.0 84 04 28.8
Hamler, 1.25 miles west of, road crossing north and

PO pas babe an eae GS ed bla Swe oro SLR OR 41 14 04.1 84 03 18.9 -
Hamler, crossing of Baltimore and Ohio Southwestern] ~

and Detroit, Toledo and Ironton R. Rs.......... 41 13 46.7 84 01 47.4
Road crossing northwest and southeast (south track) .| 41 13 31.1 84 00 25.4

T.3N., R. 8 E., sec. 7, northwest corner, tron post
stamped “Prim, Trav. Sta. No 11, 1905" .......... 41 14 21.9 83 59 50.9

 

 

 

Paulding Quadrangle (Paulding County).

Geographic positions along highways near north border of quadrangle.

 

 

 

 

 

Station. Latitude. Longitude.
1
° t nw ° 7 a”
Section line, road crossing north and south.......... 41 14 25.1 84 30 54.9
T.3N., R.3 E., corner secs. 4, 5, 8 and 9, crossroads .|* 41 14 15.6 84 32 02.7
T.3N., R.3E., corner secs. 5, 6, 7 and 8, crossroads..| 41 14 14.7 84 33 11.5
T. 3.N., Rs. 2 and 3 E,, corner secs. 1, 6, 7 and 12,
crossing Cincinnati Northern R. R. just east of....) 41 14 14.7 84 34 08.5
TPO SOUL Gai wone eh eaes Gt Reese seek eae eee 41 13 53.7 S434 56.2
Cecil, crossroads 1 mile north of ..............--, 41 18 51.2 84 36 05.9
T.3N,,R.2E,, center sec. 2, T. road west.......... 41 14 40.4 84 36 04.7

 
304 PROGRESS REPORT

Philo Quadrangle (Morgan and Muskingum Counties).

Magnetic declination, north border, 1° 52’ west; west border, 0° 51’
west; south border; 1° 04’ west, 1° 22’ west; east border, 1° 15’ west 1° 38’
west.

Geographic positions along Baltimore and Ohio Railroad between Zanesville and
~ Norwich.

 

 

Station. Latitude. Longitude.

 

 

 

° t u ° t a”

Zanesville, 2 miles north of, Zanesville and Gilbert road

just west of, between Baltimore and Ohio and Cincin-

natt and Muskingum Valley R. Rs., in southeast

corner of field of Mrs. Margaret Clark, in stone post

Io by 12 by 33 inches, aluminum tablet stamped

“Prim. Trav. Sta. No. 62, 1905". ..............00. 39 58 42.2 81 58 55.0
Block station, just west of, overhead crossing........ 39 58 40.7 81 56 31.0
Milepost 65, center of track opposite .............. 39 58 35.6 81 55 06.4

Sonora station, just northeast of, just inside of railroad
right of way, northwest corner of J. A. Rush’s resi-
dence bears S. 40° 45' E., distant 25.5 feet; northeast!
corner of station bears S. 39° W., distant 87.8 feet;
tron post stamped ‘‘Prim. Trav. Sta. No. 61, 1905”..| 39 59 02.3 81 54 12.4

Milepost 67, road crossing .............00 eee ee eee 89 59 25.7 81 53 27.4
Milepost 69, 0.75 mile west of, road crossing, warning

post on north side of track .................004. 389 58 51.3 81 52 17.2
Bridgeville, 1 mile west of, road crossing under culvert] 39 58 34.1 81 51 07.2
Bridgeville station, center of track opposite ........ 39 58 54.4 81 50 05.6
Norwich station, 1.25 miles west of, national road

CrOSSIN G44 cae hwn de LAER EAs DLE RA bes Meese 39 58 39.5 81 48 48.3
Sundale station, center of track opposite.......... ‘..| 89 58 35.3 81 47 36.9

Sundale station, 0.75 mile east of, on north side of Balti-
more and Ohio R. R. at north-south road crossing, in
southwest corner of field owned by W. E. Dingley,
center of railroad at road crossing bears S. 12° 30' W.,
distant 48 feet; iron post stamped “Prim. Trav. Sta.
No: 60; 1905)". sa se.xce nies apeed Car eeadar sees 39 58 54.0 81 46 47.1

Norwich, 0.5 mile east of, crossing of national road and
north-south road, 33 feet northwest to cross on
telephone pole, 54 feet south to corner yard fence. .| 39 59 14.9 81 46 54.4

Wheeling and Lake Erie R. R. milepost 4, 400 feet
south of, private road crossing................5. 39 59 35.3 81 58 52.1

 

 

 
TOPOGRAPHIC SURVEY.

Geographic positions along highways.

305

 

 

Station.

 

Latitude.

 

Longitude.

 

Sleepy Hollow schoolhouse, 0.75 mile south of, T. road
north, 6 feet south to south end of culvert, 39 feet
northwest to mail box on fence..................

Pleasant Valley, 0.5 mile north of, T. road east, 13
feet northeast to elm snag, 27 feet west to cross on
FENCE POStictsc cas Hera AE ORNS Es BORA SRE HES

Snowball schoolhouse, 0.33 mile southeast of T. road
southwest, 15 feet north to cross on large corner
fence post, 28 feet southeast to west end of box
CUIVEFt: sasias ceacaavbnmets dpneiawl taolmacnsaanatinen

Highhill post-office, just north of, T. road east, 16 feet
southwest to cross on corner of stable, 33 feet north-
east to “MI” cut on stone wall .................

Freeland, 1.5 miles south of, opposite Lee Warner’s
mail box, arrow painted on rail fence.............

Freeland, in west corner of George Thorla’s field, south
rail of narrow-gage railroad bears N. 31° 45' W., dis-
tant 38 feet; south corner of station bears N, 57°E.,
distant 152.3 feet; in stone post 12 by 12 by 36 inches,
marked “U.S. G. S.,” stamped “Prim, Trav. Sta.
NO 69.” cciwussdwmassd ens sae Re ueeORe dae Pease woes

Center of bridge: 2:...c0<scaswsusiesas geey tenes see

Rich Hill, Methodist Church, T road southeast, 10
feet northwest to cross on telegraph pole, 28 feet
southeast to guidepost (“Rexs Mill 1.5 mi.”)......

Rix Mills, 0.25 mile southeast of, T road west, 32 feet
west to cross on fence post, 27 feet southwest to
crOSsS On gate POSt .... 6... eee eee ee eee eee

Rix Mills, 1 mile northwest of, crossroads, 21 feet
northwest to Lee Davis’s mail box, 22 feet north-
east to cross on telegraph pole ..........---.-.--

Sundale, 1.25 miles east. by 0.25 mile south of, T road
south, 22 feet southeast to cross on corner fence
post, 45 feet north to cross on board fence.........

 

39

39

39

39

39

39
39

39

39

39

39

47 35.5

48 53.8

49 32.6

50 00.8

51 33.4

52 51.2
53 43.9

54 33.9

55 19.0

56 14.0

58 11.0

 

81

81

81

81

81

81
81

81

81

81

81

45

45

46

46

46
45

45

44

45

45

29 2

13.6

04.4

16.

le

31.7
34.0

14.0

57 .3

 
306 PROGRESS REPORT

Geographic positions along Ohio and Little Kanawha Railroad between Brush Creek

 

 

 

 

 

and Dillon.
Station. Latitude. Longitude.
° , uy ° / “u
Brush Creek bridge, about 1 mile northwest of, 0.25
mile southeast of coal-mine shaft, road crossing....| 39 53 22.1 81 59 42.6
Frazer station, in northeast corner of A. M. Shylock’s :
field, 24 feet north to south rail of Ohio and Litile
Kanawha R. R., 31 feet east to center of north-south
road, iron post stamped ‘‘Prim, Trav. Sta. No. 63,
1905! os ccan ee cok eee See See Rea ee aes 39 52 41.4 81 58 50.9
Brush Creek bridge, 0.75 mile south of, overhead road
CTOSSING’ 45660. dese eens Fea ea knee ee 39 52 02.8 81 59 00.9
Ohio and Little-Kanawha R. R. milepost 3, 0.33 mile
north of, north-south road crossing .............. 39 51 15.2 81 59 07.3
Stovertown, road crossing at station ............... 39 50 19.6 81 59 12.0
Milepost 1, road crossing ..........0---.000 ee eeees 39 49 28.6 | 81 59 06.8
Cannelsville station, Dillon post-office, just east of,
street crossing railroad .............- nb ab caiaie exerts 39 48 48.9 81 59 46.0

 

 

 

Geographic positions along highways from Dillon post-office to a point 1.75 miles
north of Rowland post-office.

 

 

Station.

 

Latitude.

 

Longitude.

 

Dillon post-office, 1 mile southeast of, T road west at
large elm tree, 15 feet southwest to elm tree, 29 feet
northeast to corner fence post .......-----+.20+-

Forks of road, 17 feet north to cross on telegraph
pole, 22 feet east to mail box No. 46.............

Bailey Church and schoolhouse, 0.25 mile north of,
T road south, 24 feet east to small walnut tree,
35 feet southwest to cross on fence post..........

Sharp Hill schoolhouse, 0.25 mile east of, T road
south, 35 feet southwest to cross on corner fence
post, 21 feet northeast to wild-cherry tree........

Durant, 0.75 mile west of, T road north, arrow
painted on Lewis Fouta’s yard fence..........-.

Durant, W. H. Stokes’s front yard, south corner of
fence bears N, 10° 45' W., distant 29.7 feet; iron post
stamped “Prim, Trav. Sta. No. 67, 1905”..........

At corner of apple orchard, T road north, 30 feet to
cross on board fence, 28 feet east to cross on fence
POSE oh saan see eo RES LAE pee A ee E Re dae Re awe

Durant, 2 miles east of, T.118., R. 12 W., corner secs.

 

3, 4, 9and 10, Stone ..... 6... erect eee nee

39 48 16.4

39 47 25.2

89 45 21.5

39 45 39.4

39 44 57.2

39 45 02.9

39 45 03.2

39 44 53.7

 

81 59 15.9

81 58 57.9

81 59 13.8

81 56 46.3

81 55 37.4

81 54. 48.5

81 53 33.4

81 52 19.3
TOPOGRAPHIC SURVEY.

307

Geographic positions along highways from Dillon ae to a point 1.75 miles north

 

 

 

 

 

of Rowland post-office—Concluded.
Station. Latitude. Longitude.
° t “a ° , uo
Brick house, T road west, cross on corner fence post] 39 45 10.7 81 50 40.2
Sewall’s (John) residence, T road east, 24 feet north to
cross on fence post, 45 feet west to cross on corner
Of oubbuilding...¢ scien coksag dawg gh das awe wae oe sy 39 45 30.3 81 49 29.2
Sewall’s (John) residence, 1 mile east of, T road south-
west, 28 feet south to cross on gatepost, 36 feet
west to corner of hedge fence................... 39 45 12.0 81 48 31.8
Rowland post-office, 0.5 mile north of, at T road west,
im northeast corner of Walton Blackledge’s field; tron
post stamped “Prim. Trav. Sta. No. 68, 1905”......| 39 45 04.2 81 46 21.5
Rowland, 1.75 miles north of, T road southeast, 19
feet south to mail box, 24 feet northeast to large
edd be. weet pe eeceg segs OES eG ees days a 38 39 45 59.2 81 45 55.2

 

 

 

Stryker Quadrangle (Fulton and Williams Counties).

Geographic positions along highways on west border of quadrangle.

 

 

 

 

 

Station. Latitude. Longitude.
T.6N., R.3E.,, north corner secs. 1 and 2, Troad) ° ’ ” © Poe

BOUGy c'y sd eae Gant eee eG daw ee kee pea ee 41 30 49.4 84 28 36.7
T.7N., R. 3 E,, corner secs, 25, 26, 35 and 36, cross-

TOROS sisiosw cto dee Aid Dae ewe he Meee ele dn enh 41 31 41.7 84 28 39.5
T.7N., R.3E,, corner secs. 23, 24, 25 and 26, 0.5

mile north of, T road south ................006. 41 33 00.1 84 28 39.2
T.7N., R.3 E., corner secs. 14, 15, 22 and 23, T

TOAG CAS -<ds oc ee ace nms sae SO Re ERE 41 33 26.7 84 29 48.1
T.7N., R.3E,, corner secs. 10, 11, 14and 15...... 41 34 18.9 84 29 47.9
T. 7 N., R.3 E., corner secs. 2, 3, 10 and 11, cross-

TOAGS: ae heg a daree o AMG Hg at em gle wee ea ee ee ee G 41 35 11.1 84 29 48.0
T.8N.,R.3E., southwest corner sec. 35, in southwest

corner of field of Joseph Eberly, northwest corner of

his house bears S. 2° E., distant 91.4 feet; southwest

corner of Warnick’s house bears N. 74° W.., distant

76.4 feet; iron post stamped “Prim, Trav. Sta. No. ,

(6) 19053 2, wa wit po Rang Soe seam aetee h 41 36 02.4 84 29 49.4
T.8N,R.3E, north corner secs, 34 and 35...... 41 36 54.3 84 29 50.1
T.108., R.2 W., south corner secs. 1 and 2, cross-

TORS snccethan ce drttancai asic Asn gh dh eng ie Sy ahaa secant Sa 41 37 18.7 84 29 43.0
T.958., R.2 W,, corner secs. 25, 26, 35 and 36, cross-

TORUS) am sys yaa was edew SO) Saw ale ara eda edea Gara 41 39 03.4 84 29 42.7
T.958., R. 2 W., corner secs. 23, 24, 25 and 26, cross-

TOROS 4 28 chal ours eee Gaddaeare dart as Baad ea See TSS 41 39 56.1 84 29 42.7
T.98., R.2 W., corner secs. 13, 14, 23 and 24, cross-

roadd AS cas uae eee tak Wad ONES BRO RL OE IEG 41 40 48.6 84 29 42.4

 

 

 
308 PROGRESS REPORT

Geographic positions along highways on north border of quadrangle near Ohio-

Michigan line.

 

 

 

 

 

 

 

Station. Latitude. Longitude.
T.9S., R. 2 W., in southeast corner sec.11,insouth-| ° ' ” Ob yt
east corner of field of E. Thatcher, iron post stamped

“Prim. Trav. Sta. No. 17, 1905" ..............00. 41 41 41.3 84 29 41.6
T.95S., R. 2 W., east corner secs. 12 and 13, T road

WES: oie c iranian tara cles ae aegtat auna dace wee eee A es 41 41 39.9 84 28 32.0
T.98., R.1 W., corner secs. 7, 8, 17 and 18, cross- ;

POC i eticraia sos a doch ek a stint tee wcitekte Gp steel 41 41 40.7 | 8427 22.7
T.958., R. 1 W., corner secs. 8, 9, 16 and 17, T road

SOUtN ic tonadeiiadeedabniniee shone arcawee ions 41 41 41.0 | 84 26 14.8
Ohio-Michigan State line, 0.33 mile west of Cincinnati

Northern R. R., T road south ..............0... 41 42 17.6 84 25 40.5
Ohio-Michigan State line, 0.75 mile east of Cinomniet ;

Northern R. R., crossroads ...........0000.00005 41 42 19.2 84 24 31.8
T.9S8., R. 1 W., corner secs. 10, 11, i4 and 15, Fulton-

Williams county line.......... 00... cece eee eee ee 41 41 41.5 84 23 56.6
T.9S., R. 1 W., southeast corner sec. 11, in southeast

corner of field of G. S. Wilnor, tron post stamped

“Prim. Trav. Sta. No. 23, 1905” ................. 41 41 41.6 84 22 47.3
T.98., R. 1 W., east corner of secs. 12 and 13, T.

TOAG: WESE suis wend eS edn hoe tens ate hee aed Gee lee ent 41 41 42.0 84 21 36.2
T.95S., R. 1 E., corner secs. 7, 8, 17 and 18, crossroad| 41 41 41.9 84 19 40.6
T.958S., R. 1 E,, corner secs. 8, 9, 16. and 17 crossroad] 41 41 43.7 84 18 28.8
T.9S., R.1E., corner secs. 9, 10, 15 and 16, cross-

TOAG ie Wun wile fa amity Aorrshs Sd has Fin Sls ahaa e bis ale 41 41 45.3 84 17 19.7
T.95S., R. 1 E., corner secs. 10, 11, 14 and 15, cross-

POR ocd des, eiceweea i Sak ol care gar he hago Sis Boas aah ors 41 41 45.6 84 16 09.8
Ohio-Michigan State line, center of north-south road] 41 42 31.7 84 16 11.0
Ritters, 1.5 miles southeast of, in northwest corner of

Hewey Sutton’s front yard; northwest corner of Sui-

ton’s house bears S. 79° E., distant 181.2 feet; east

rail of electric railway at crossing bears N. 67° W.,

distant 69 feet; iron post stamped ‘‘Prim. Trav. Sta.

NiOs24) T90 DY oi cic. @ cue pecans) dye witee a oigeene Sue ane 41 41 46:8 84 1456.7

 
TOPOGRAPHIC SURVEY.

Lancaster Quadrangle (Fairfield County).

309

Geographic positions along Hocking Valley Railway between Lancaster and Hooker

 

 

Station.

 

Latitude.

 

Longitude.

 

Pleasant triangulation station (2), on the summit of
a bluff locally called Mount Pleasant, about 300
feet above and 1 mile north of Lancaster, Ohio,
immediately east of fairgrounds, on land of F. J.
Buschemeyer. Station mark: Center of iron wind-
mill near west end of summit. Reference mark:
A triangle cut in sandstone ledge, with arrows
cut on edge of bluff pointing to station. Azimuth
from station to center of windmill, 148° 23’, dis-
tance; 228 feeties civ os cged cane Pee Pelee aaa

Lancaster, crossing of Fair avenue and Columbus
BUTE Gayo Saeed Aine age Mecnih An AtaNne OUR Bema ae bs

Lancaster, 1.6 miles northwest of, pike crossing Hock-
ing Valley Railway east track, township line follows
railroad North Westies su. csccse kercarewle Peaw aes neo

Water tank, spout between tracks .........0....-0

Hooker station, 350 feet northwest of, on north side of|
east-west road, near southeast corner of field of Mike
Vase; southwest corner of foundation to house bears
N. 43° 15' E., distant 29 feet; iron post stamped
“Prim, Trav. Sta. No. 48, 1905”..................

 

39 43 30.56

39 43 26.4

39 43 30.1
39 44 16.1

39 44 51.5

 

82 35 42.36

82 36 15.10

82 37 40.60
82 38 43.30

82 39 47.60

 

Geographic positions along highways.

 

 

Station.

 

Latitude.

 

Longitude.

 

Hooker, 1.75 miles west of, 22 feet northwest to R. V.
Allen’s mail box, 25 feet northeast to cross on
FENCE POSt gjss atinsd daonad enviar e os ans Lael eAe

Hooker, 3 miles west of, at crossroads, in east part of
field owned by Jacob Bookmon, near apple tree on
top of steep bank west of intersection of crossroads,
tron post stamped ‘Prim. Trav. Sta, No. 49, 1905”

39 44 52.7

39 44 59.3

82 41 51.7

82 42 47.1

 
310 PROGRESS REPORT

Swanton Quadrangle (Fulton and Lucas Counties).

Geographic positions along highways near north border of quadrangle.

 

 

 

 

 

Station. Latitude. Longitude.
Seward, 2 miles east by 0.5 mile north of, at crossing of

township-line road with Lyons-Metamora road, in

northwest corner of ficld of Adam Math, tron post! ° ' ” o Fn

stamped ‘Prim. Trav. Sta. No. 25, 1905” ......... 41 42 33.7 83 59 53.2
Whiteville, crossroads, 20 feet southwest to E. J.

“Smith’s mail box, 36 feet north to road crossing

of T. & W. Electric road ............ 0020000000 41 42 40.3 83 58 34.9
Whiteville, T road north 1 mile east of, 27 feet north

to road crossing of T. & W. electric road, 24 feet

east to Peter Myer’s mail box.................. 41 42 45.5 83 57 25.9
Whiteville, T road north 2 miles east of, at stop 27,

39 feet north to road crossing of electric railroad..}| 41 42 51.0 83 56 15.4
Ohio-Michigan state line, crossing north-south road..} 41 43 05.9 83 56 16.0
Metamora, center of bridge over creek in........... 41 42 41.2 83 54 38.0
In south part of schoolhouse yard at county line; north

rail of electric road at switch block bears S. 49° 30! E.,

distant 126 feet; southeast corner of schoolhouse bears

N. 0° 15! E., distant 78 feet; iron post stamped “Prim.

Sta. NO26,. 2905” sarcmsacacreetenn ey MAY a 41 42 42.6 83 52 48.3
Berkey, crossroads at stop 55, 1 mile west of, 33 feet

west to mail box, 30 feet southwest to south end of

CUIV OLE: cnn sha Sack ee eS See SEN oe Hee Oe oes SON 41 43 01.5 83 51 31.9
Berkey, crossroads, 33 feet southeast to crossing of

T. & W. electric road .... 0.6... eee eee eee 41 42 54.2 83 50 21.9
Berkey, crossing north-south road and electric road

Lomileveast: OF gsiececc chee Gace eases Shee aoa dea 4 41 42 48.5 83 49 11.9
Berkey, T road north 2 miles east of .............. 41 42 55.7 83 48 05.6
T.9S.,R.5E., sec. 11, northeast part of, 0.25 mile west

of electric-railroad junction, in northeast corner of

field owned by John S. Clark, at T road south, iron

post stamped ‘Prim. Trav. Sta. No. 27, 1905”...... 4l 42 56.3 83 47 11.7
Ohio-Michigan State line ...... 0.60. ...0. 00. eee aee 41 43 19.8 83 48 06.6
T.9S., R.5E., corner secs. 11, 12, 13 and 14, 0.25 mile

west of, mail box of Kate R. Van Norman and Paul

Talor, crossroads 10.0... 00. eee 41 42 05.8 83 47 09.2

 

 

 
TOPOGRAPHIC SURVEY.

311

Geographic positions along highways near east border of quadrangle.

 

 

Station.

 

Latitude.

 

Longitude.

 

T.95S., R. 5E,, secs. 13, 14, 23 and 24, crossroads 0.25
mile west of, 19 feet northeast to John G. Taylor’s
mail box, 18 feet north to east end of small bridge

T.958., R. 5 E., secs. 23, 24, 25 and 26, T road north
0.25 mile west of, 30 feet north to C. Lochrihler’s
mail box, 27 feet northeast to east end of stone
CULVERT aiiaged aid dh aakapiiih tow Gunaed wag diatea dhe eave ad anes d

T. 95 N., R. 5 E., corner secs. 22, 23, 26 and 27, T
road north, 24 feet northeast to cross on telephone
pole, 21 feet northwest to west end of stone culvert

T.9S., R. 5 E., corner secs. 21, 22 ,27 and 28, 33 feet
southwest to cross on telephone pole, 38 feet south-
east to corner fence post, T road south ..........

T.98., R. 5 E., corner secs. 27, 28, 33 and 34, cross-
roads, 21 feet west to center of bridge, 36 feet
northeast to southwest corner of pool hall........

T.98., R.5 E., south corner secs. 33 and 34, stone at
T road NOLEN: 22 ya09 ee ee aes ce Rbiod ee mee ees eds

T.108., R. 5 E., corner secs. 3, 4, 9 and 10, 32 feet
northwest to cross on telephone pole, 31 feet south-
east to J. K. Barnes’s mail box.................

T road north at Oak Grove schoolhouse, 18 feet north-
east to J. R. Bower’s mail box, 36 feet northwest to
AITOW ON: POSb eis ead cea sinh xe Ree eg BAS gy Yao

Holland, 4 miles west of, 0.33 mile south of Lake Shore

and Michigan Southern Rwy., at crossroads, iron
post stamped ‘‘Prim, Trav. Sta. No. 28, 1905” ......

T. 7-N., R. 5 E., sees. 11 and 12, quarter corner be-
tween, T road east, stone at intersection of road. .

T.7N., R. 5 E., east corner secs. 14 and 23, T road
west, 21 feet northwest to northeast corner of stone
culvert, 23 feet southwest to southeast corner of
SAMIE CULVETE esos 6. aud ceulnedese Sd don ahGA oa wea da

T.7N., R. 5 E., corner secs. 23, 24, 25 and 26, cross-
roads at schoolhouse, 25 feet northeast to mail box
on post, 33 feet northwest to maple tree at corner
OF PEM CO: cise aus she Ree deed QA RY Se awe Ae oS

T. 7 N. R. 5 E, south corner secs, 35 and 36, stone
10, TE rOad north 6 wins cata pehaeedasad tet eesa ds

Waterville, 3.5 miles west of, on Waterville-Neapolis
pike, T road north, in southeast corner of field of
John Lichales, tron post stamped ‘‘Prim. Trav. Sta.
NO29; 1905" nodrww dread eRelb acct mies memunde wee

Waterville, 2 miles west of, crossroads at schoolhouse,
44 feet southwest to guidepost, 48 feet southeast to
WOM! PUMP see ducioe sage aaa eee Yea ses gage eed

Waterville station, east-west pike crossing of Clover
Leaf Route, about 800 feet southwest of..........

 

41

41

41

Al

41

41

41

41

4l

41

41

41

Al

41

41

41

40

40

40:

12:3

i

22.7

39 27.

38

37

37

36

34

33

30

29

35.9

45.

Lo

00.9

01.0

55.0

36.8

44.0

59 .4

43.8

44.1

55.9

 

83 47 07.9

83 47 05.4

83 47 42.9

83 49 07.3

83 49 05.6

83 49 03.9

83 49 02.3

83 49 00.6

83 47 34.8

83 47 10.5

83 47 09.8

83 47 09.4

83 47 09.2

83 46 58.6

83 46 00.9

83 43 35.5

 

 
312 PROGRESS REPORT

Thornville Quadrangle (Fairfield, Licking, and Perry Counties).
Magnetic declination, north border, 1° 05’ west; south border, 0° 37’
west; west border, 0° 15’ west; east border, 1° 22’ west.

Geographic positions along Baltimore and Ohio Railroad between milepost

28 and Chalfont.

 

 

 

 

 

 

 

Station. Latitude. Longitude.
° t ” ° t u

Milepost 28, 2,000 feet north of, private-road crossing} 39 45 47.3 82 18 55.7

Wellan station, cast-west road crossing ............ 39 46 34.8 82 18 42.5

Road crossing under trestle .........0.... 000000085 39 47 27.2 82 18 20.6

Somerset, 0.5 mile south of station, overhead crossing] 39 48 18.8 82.17 51.7

Brick plant, switch block to spur..........-....--- 39 49 25.0 82 17 19.4

Milepost 22, 495 feet north of, east-west road crossing] 39 50 17.6 ‘| 82 16 43.2

Milepost 21, 440 feet north of, road crossing........ 39 51 08.6 82 16 48.0
Chalfants station, east-west road crossing in southwest
corner of field of N.S, Axline, center of road cross-
ing bears S. 60° 15' W., distant 33 feet; iron post

stamped “Prim, Trav. Sta. No. 52, 1905".......... 39 52 08.7 82 17 11.0

 

Geographic positions along Zanesville & Western Railway near Glassrock.

 

 

 

 

 

 

 

 

 

 

 

Station. Latitude. Longitude.
° v n" ° / u"
Glassrock station, north-south road crossing railroad] 89 52 36.7 82 17 22.0
Milepost 21, 0.5 mile east of, north-south road crossing] 39 52 34.7 82 16 06.8
Glassrock station, 2 miles east of, railroad bridge over
Jonathan Creek, north-south road crossing, 800 feet ,
CASE OP 5b od-age, adae due tsae nud Va deaard in Nee ee aan SE 39 52 39.8 82 15 06.9
Geographic positions along highways.
Station. Latitude, Longitude.
° t wn” ° z a“
On top of hill and T road east, G. Hartsough’s mail
DOR caawhantaga ari they cote Wed ance mea paes Sarwan Nero eae nen s 39 53 57.9 82 15 16.8
Corner secs. 13 and 14 (?) on Licking-Perry county
line, rail fence west along north edge of woods, 19
feet west to cross on fence post...............4. 39 54 50.5 82 15 12.8
Brownsville, 1 mile south of, crossroads, cross on cor-
NP FENCE POSH os waded an keicud doesn eamnds <s 39 55 44.8 82 15 43.2
Brownsville, Davy Hotel, just west of, T road north,
35 feet northwest to guidepost, 39 feet southeast to
cross on telegraph pole............ 0.00. eee ee eee 39 56 49.6 82 15 28.1
Brownsville, 3 miles north of, at Clark’s blacksmith
shop, crossroads, guidepost..................00. 39 59 21.2 82 15 48.8
Boodle schoolhouse, 1.33 miles southeast of, road
south, 13 feet north to cross on gatepost, 36 feet.
southwest to mail box 1.0... 0... cece ee eee eee 40 00 04.8 82 16 57.9

 

 

 
TOPOGRAPHIC SURVEY. 313

Geographic positions along Toledo and Ohio Central Railway near Hebron,

 

 

 

Station. Latitude. Longitude.
: ° , uW ° t uw”
Milepost 13, just north of, private-road crossing.....| 40 00 38.5 82 £8 38.8
Trestle No. 1364 over northeast-southwest gravel
road Center Of ee gee ois gat ee ee ees ees ae oe ..| 389 59 27.9 82 28 48.9
Hebron, crossing of Toledo and Ohio Central and C.,
N. and Z, electric road.... 0.0.2.0... 000 cece 39 57 41.2 82 29 34.1

 

Geographic positions along highways.

 

 

 

Station. Latitude. Longitude.
| |
Baptist Corners, 1 mile east of, center of bridge at] ° ‘' ” a eZ
CrOSSIOBUS: Gases ic cali Daa e eS Lee SS sauae S 39 46 31.1 82 29 20.4

West Rushville, crossroads, 46 feet southwest to
northeast corner of Dilger Bros.’ store, 63 feet

southeast to John Dilger’s store ................. 39 45 48.9 82 £6 51.8
Rushville, crossroads at Rushville Hotel, center of
infersectiOn. «j:.s.4 06004 Ges Sie s Gas cae bee ee 39 45 52.6 82 25 54.5

Rushville, 1.1 miles east of, T road north, 27 feet
northwest to cross on fence post, 27 feet south-
west to cross on telegraph pole................. 39 46 01.2 82 24 41.3

Perry-Fajirfield county line, T road south ........... 39 46 06.4 82 24 06.9

Rushville, 2.5 miles east of, 2 miles north of Avlon, at
crossroads, in southeast corner of John Love’s farm;
southwest corner of Thos. Griffin’s residence bears N,
59° E., distant 45.6 feet; tron post stamped ‘‘Prim,
Tray, Sta.Noy-51,, (905! nce eareesesenwere eden 39 46 06.6 82 22 57.4

Ottoman, United Brethren Church, 0.25 mile south of,
crossroads, 10 feet west to cross on corner fence

post, 24 feet to cross on corner post in wire fence...| 39 46 09.9 82 21 47.4
Top of hill, T road east, 15 feet southeast to Henry
Brehm’s mail box........... 2.0.00 c cece tenes .| 39 45 50.1 82 21 06.8

Shoal House, T road west, 12 feet east to cross on
small locust tree, 32 feet northwest to southeast
corner Of coal shed ............ 0.0 cece eee eee 39 45 21.4 82 £0 34.8

 

 

 
314 PROGRESS REPORT

Thurston Quadrangle (Fairfield and Licking Counties).
Magnetic declination, west border, 0° 31’ west.

Geographic positions along Pittsburg, Cincinnati, Chicago and St. Louis Railroad

 

 

 

 

 

Station. Latitude. Longitude.
ss ° t uo °o t wn

Summit, road crossing at station, north track........ 39 59 52.6 82 45 07.5
Summit station, 1 mile east of, north track at north-

SOtith rOad crOSSING ace. cae cea eee awe see 39 59 50.7 82 43 45.4
Summit, 2 miles east of station, north track at east-

West road Crossing vs. css cc bees eke s eee es wey eed 39 59 49.3 82 42 43.4

Columbia Center, north-south road crossing......... 39 59 48.0 82 41 49.6

Pataskala, street crossing east of station............ 39 59 46.2 82 40 31.1

Pataskala, 1.5 miles east of, at road crossing Pennsyl-
vania R, R., in southeast corner of field of Edward
Condit; north rail of north track at road crossing bears
S. 20° 30! E., distant 6o feet; iron post stamped “Prim,

Trav. Sta. No. 35, 1905"...... 0.0... eee. 39 59 44.2 82 38 41.5
Pataskala, 2.5 miles east of, south track at road

Wn athe acccamconeedmecetecoumaea haan: 39 59 41.9 | 82 37 32.6
Oatville, north-south road crossing ................ 39 59 39.6 82 35 48.4
Outville, 1 mile east of, north track at north-south

POAC CrOSSING vey ey eases ey gesln bees Hebe Devens x 39 59 44.0 82 34 40.4

 

 

 

Geographic positions along Toledo and Ohio Central Railway, Outville to Pleasantville ,

 

 

 

 

 

Station. Latitude. Longitude.
° t u 3° , “
Milepost §, center of track opposite................ 39 56 49.4 82 30 36.6

Licking-Fairfield county line, east-west road crossing.| 39 55 38.6 82 31 15.1
Millersport, 1 mile north of, water tank, center of track] 39 54 42.6 82 31 43.7
Mullersport, near bridge, in south part of lot owned by
Pence & Swisher, 47 feet due west to east rail; cross on
corner of bridge abutment bears S. 54° 45' W., distant
54.7 feet; iron post stamped ‘Prim. Trav. Sta. No.

AG G05" ace S pee an wNeee ae ee eed yaw mur Gh 39 55 57.7 82 32 12.9
Millersport, 2 miles south of, east-west gravel road

CROSSING ino aye au itil Leh duo se cscaue nino eage ime san skates 39 52 10.2 82 32 32.8
Thurston, crossing of Zanesville and Western and

Toledo and Ohio Central Rys ...............004. 39 50 48.2 82 32 39.7
Thurston, 1.2 miles south of, center of track at east-

west road Crossing... 0... eee eee ees 39 49 28.3 82 31 45.9

Thurston, 1.2 miles south of, T. 16 8., R. 18 W., cor-
ner secs. 27, 28, 33 and 34, 610 feet west of east-
west road crossing ....- 0.5.6. e eee eee eee 39 49 28.3 82 31 53.8

Pleasantville, township line, road crossing......,...| 39 48 33. 2 31 02.4

lo
eo
~

 

 

 
TOPOGRAPHIC SURVEY.

315

Geographic positions along highways, Pleasantville to a point 5 miles west of Zine

 

 

 

 

 

 

 

 

 

 

schoolhouse.
Station. | Latitude. Longitude.
. o , uw ° , ”
Pleasantville, 1.383 miles east of, crossroads at school-
house, 33 feet northeast to cross on telegraph pole,
38 feet northwest to cross on corner fence post....| 39°47 51.7 82 30 23.5
Schoolhouse, 1 mile south of, T road east, 24 feet
northeast to granite bowlder, 39 feet southeast to
LOCUST WEEE. 3h n.eeleleinw ace acelry Agehal ta wane a datas 39 46 55.8 82 30 28.8
Pleasantville, 2.5 miles south and 0.5 mile east of, in
southeast corner of Baptist schoolhouse yard; pump
bears west, distant 11 feet; southeast corner of school-
house bears N. 44° 20' W., distant 25.7 feet; iron post
stamped “‘Prim. Trav. Sta. No. 47, 1905” .......... 39 46 22.1 82 30 22.5
Bridge over creek, 700 feet east of, T road south just
east of J. G. Mertz’s mail box................... 39 45 57.2 82 31 44.8
T.1558., R. 18 W., sees. 16, 17, £0 and 21, corner of
stone and T road north ............-...2 00-00) 39 46 01.5 82 33 31.2
Lancaster, 3.5 miles north of, Friesner’s nursery, -
crossroads, 30 feet northwest to cross on telegraph
Pole: ea penned sey gh he Rhos Peas eee SES 39 46 04.0 82 34 37.8
Zine schoolhouse, crossroads, 19 feet south to large
CIM TTOG): Peg hO SREB EDR eRe ae altel Se uk A Secciats Dooce 39 45 09.2 82 35 01.1
T road west at corner of sections 19, 24, 25and 30..} 39 45 34.2 82 42 43.6
Gravel pit, crossroads, 33 feet northeast to cross on
board fence, 34 feet northwest to cross on corner
fence POSt: caes ay sam vere dhese Sewanee Heese SERA TES 39 46 24.3 82 42 15.4
Geographic positions along Hocking Valley Railway.
Station. Latitude. Longitude.
|
fo} t uw ° ta a
Carroll station, 0.5 mile southeast of, north-south road
crossing railroad..... 0.6.6. 39 47 33.8 82 42 09.7
Carroll station, east-west road crossing............ 39 48 00.6 82 42 35.6
Little Walnut Creek, 0.25 mile south of, east-west
TOA CrOSSING lnk eGu ee doseage see gee ee oa ee ee 39 49 06.6 82 43 04.2
Sherman schoolhouse, 1 mile south of, north-south
rOad GrOSSiNG: 2 .cauitndgecawenecenene ne Bane Slay 39 49 45.2 82 43 30.5

 
316 PROGRESS REPORT

Geographic positions along highways, Sherman to district No. 10 schoolhouse.

 

 

Station. |

Latitude.

Longitude.

 

Sherman schoolhouse, crossroads, 35 feet southwest
to walnut tree, 23 feet southeast to cross on tele-
PIAPH APO Cis sas cars teas Gaues aes Wee 4 aoe HS hey et

Sherman schoolhouse, 1 mile north of, crossroads,
30 feet northeast to mail box, 26 feet southeast
to cross on fence post .........0. 000.20 cece eee

T.158., R. £0 W., corner secs. 13, 14, 23 and 24......

T. 158., R. £0 W,, secs. 11, 12, 13 and 14, crossroads,
24 feet southwest to mail box on fence post, 24 feet
northwest to cross on telegraph pole..............

T. 15 S., R. 20 W., northwest corner sec. 12, at T road
south, in northwest corner of Wm. Hay’s pasture; nail
in root of small cherry tree bears S, 6° E., distant 13.4
Jeet; tron post stamped ‘Prim. Trav. Sta. 50, 1905”. .

Violet Chapel, 1.0 mile north of, forks of road, 19 feet
northwest to cross on gatepost, 21 feet southeast to
cross on large fence post............ 00000. e eee

Violet Chapel, 1.5 miles north of, stone at crossroads.

Wagram, 1 mile south of, crossroads, 23 feet south-
east to corner of rail fence, 24 feet northeast to
bowlder at end of hedge fence ..................

Wagram, at post-office, north-south road crossing of
C., N. and Z, electric railway................0065

Wagram, 1.25 miles west of, T road north, 24 feet
northeast to cross on board fence, 40 feet north-
west to guidepost..... 2.0... cece cee eee eee

Schoolhouse, district No. 10, T road south, Phillip
Krunnas’s mail box.................05 Spat cie chee

 

39

39
39

39

39

39
39

39
39
39

39

50

51
51

53

54
55

56

57

57 2

58

27.8

20.6

47.4

39.4

32.6

40 .6

24.6

31.3

 

82 43 27.2

82 43 22.6
82 43 20.4

82 43 16.1

82 43 11.4

82 43 42.4
82 43 35.9

82 43 51.3

82 43 50.1

82 45 11.1

82 45 05.4

 

Wauseon Quadrangle (Fulton County).

Geographic positions along highways on south border of quadrangle.

 

 

|
Station. 1

Latitude.

Longitude.

 

T.6N.,R.7E., northeast corner, sec. 13, atcrossroads,
in northeast corner of orchard owned by Edna Cline,
iron post stamped ‘Prim, Trav. Sta. No. 31, 1905”...

T.6N., R. 7 E,, north corner secs. 11 and 12, T road
south, 31 feet southwest to cross on corner fence
post, 30 feet northwest to E, M. Smith’s mail box. .

T.6N., R.7E,, corner secs. 10, 11, 14 and 15, cross-
roads, 33 feet southwest to end of wire fence, 37 feet
northwest to cross on gatepost ........... eee ee ee

41 29 10.5

41 29 10.9

41 29 11.5

84 00 30.7

84 01 05.5

84 02 15.2
TOPOGRAPHIC SURVEY.

317

Geographic positions along highways on south border of quadrangle—Concluded.

 

 

Station.

Latitude.

Longitude.

 

s

T.6N., R. 7 E., corner secs. 2, 3, 10 and 11, cross-
roads, 22 feet southwest to south end of culvert,41
feet southeast to cross on corner fence post........

T.6N., R.7E,, corner secs. 3, 4, 9 and 10, crossroads,
39 feet southeast to cross on corner fence post, 45
feet southwest to G. 8. Frederick’s mail box......

T.6N., R. 7 E., corner secs. 4, 5, 8 and 9, crossroads,
34 feet southeast to cross on corner fence post, 48
feet southwest to cross on fence post............

T.6N., R. 7 E.,, corner secs. 5, 6, 7 and 8, crossroads
at schoolhouse, 33 feet northeast to T, L. Ammand’s
mail box, 35 feet northwest to cross on telephone
POlE sls diiulee es sded dese dex ved ees Meaney Bee ES

T.6N., R. 6 E,, east corner secs. 1 and 12, 31 feet
northwest to Val Snyder’s mail box, 34 feet south-
west to corner of rail fence .................0005

T.6N., R. 6 E., southwest corner sec. 1, in southwest
corner schoolhouse No. 3 yard, crossroads, southwest
corner of schoolhouse bears N, 16° Io! E., distant 171.4
feet; northwest corner foundation of church bears S.
2° 30 E., distant 70.9 feet, tron post stamped “Prim.
Trav. Sta. No. 32, 1905"................0..0008.

T.6N., R. 6 E., corner secs. 2, 3, 10 and 11, cross-
roads, 34 feet southeast to cross on corner fence post,
36 feet northeast to cross on yard fence post......

T.6N., R.6E., corner secs. 3, 4, 9 and 10, crossroads,
34 feet southeast to cross on telephone pole, 39 feet
northeast to penalty notice.................605,

T.6N., R. 6 E,, corner secs. 4, 5, 8 and 9, crossroads,
12 feet southeast to cross on telephone pole, 29 feet
southwest to Frank Lea’s mail box..............

T.6N., R. 6 E,, corner secs. 5, 6, 7 and 8, at school-
house, crossroads, 28 feet southwest to David
Reyze’s mail box, 43 feet northeast to iron fence...

T. 6 N., R. 5 W., east corner secs, 1 and 12, 33 feet
southwest to corner of garden fence, 32 feet north-
west to cross on advertising board..............

T.6N., R. 5 E,, southeast corner sec. 2, in southeast
corner of yard of district No. 14 schoolhouse, center
of iron pump in yard bears N. 82° W., distant 42
feet; southeast corner of schoolhouse bears N. 45°
W., distant 44.7 feet . 2.2... ccc cece cece eee

 

41

41

41

41

41

4l

41

41

41

41

41

41

30 03.

30 01.

30 O01.

30 00.

30 02.

30 Ol.

30 O01.

30 01.

30 00.

30 00.

30 00.

30 00.

 

84 02 14.9

84 03 23.8

84 04 34.8

84 05 43.8

we
or

84 06 82.

84 08 02.0

84 09 12.0

84 10 21.7

84 11 30.1

84 12 41.1

84 13 44.0

84 14 54.0

 
318 PROGRESS REPORT

Zanesville Quadrangle (Licking and Muskingum Counties).

Magnetic declination, west border,
west.

Geographic positions along highways.

1° 22’ west; east border, 0° 51’

 

 

 

 

Station. Latitude. ‘ Longitude.
° , a ° t a”
Gratiot, 2.5 miles north of, 2.5 miles east of Clark’s
blacksmith shop, T road south, 30 feet southeast
to large chestnut tree, 17 feet northeast to cross on
TAU TOMCE: Js i2c08 fie Ra ers S eueihaed, deh RIAN Doe SOA w 39 59 05.1 82 13 15.9
Licking-Muskingum county line, rail fence north and
south, center of road, 25 feet south to west end of
hedge fence: x4). 65 .ercriedgeiesuisi ee me eeee ra ae 39 59 12.2 82 11 48.5
G. W. Fisher’s mail box at Newark, road to northwest] 39 59 16.6 82 11 05.7
J. Riggles’s mail box, center of small bridge......... 39 59 24.1 82 10 08.7
E. T. Smith’s mail box, southeast corner of iron bridge] 39 59 53.0 82 09 20.8
Pleasant Valley station, 2 miles southwest of, just south
of Mapdonia Church; in northeast corner of lot, in
front of S. W. Wincia’s residence, tron post stamped
“Prim. Trav. Sta. No. 53, 1905" ................ 39 59 47.1 82 08 24.2

 

 

 

Geographic positions along Baltimore and Ohio Railroad near Dillon.

 

 

 

 

 

 

 

 

 

Station. Latitude. Longitude.
fe} t ” ° t uw
Milepost 84, 900 feet west of, private-road crossing...| 39 59 38.0 82 05 07.9
Milepost 83, center of track opposite .............. 39 58 57.7 82 04 09.9
Dillon station, road crossing ..............-...000- 39 58 17.0 82 03 30.8
Geographic positions along highways.
Station. | Latitude. Longitude.
I
° , ” ° t u”
Dillon, 0.75 mile north of station, on east side of river,
T road east, 25 feet southeast to cross on board
fence, 27 feet northeast to cross on corner fence post.| 39 58 49.6 82 03 05.6
Harris’s farm crossing of Frostburg road and east-
west road, 33 feet southwest to cross on telegraph ;
pole, 27 feet northeast to cross on telegraph pole...} 39 58 46.5 82 01 01.8
Zanesville, 3 miles north of, J. N. Blair’s farm, T road
west, 33 feet northwest to cross on board fence, 16
feet east to cross on gatepost .......-...5---005 39 58 45.0 82 00 14.7

 
TOPOGRAPHIC SURVEY.

319

Geographic positions along Wheeling and Lake Erie Railroad, near Zanesville.

 

 

 

 

 

 

 

 

 

Station, | Latitude. Longitude.
|
° , “ ° , u
Zanesville, Monroe Street Bridge over railroad....... 39 57 05.5 82 00 06.0 —
Licking Creek, center of terminal railway bridge over.}| 39 56 30.6 82 01 23.1
Owen (J. B.) Pottery Co.’s plant, just south of, road
crossing under trestle ................2 022-2 e eee 89 55 35.4 82 01 43.6
Jonathan Creek, road crossing just north of bridge over} 39 54 15.9 82 00 14.4
Geographic positions along highways.
Station. Latitude. Longitude.
2 ° t a ° , un
Muskingum-Morgan county line, center of road at, 30
~ feet due east to dead beech tree at corner of fence..| 39 46 05.9 82 00 15.6
Morgan County line, 0.33 mile south of, stone at cross- 4
roads, 25 feet south to cross on fence post, 54 feet
northeast to corner of barn ............-....00.. 39 45 50.7 82 00 20.6
Muskingum-Morgan county line, 0.5 mile south of, in
southeast corner of foundation to brick house of N.H.
Pletcher on the Dillen-Dovertown road, aluminum ;
tablet stamped ‘‘Prim. Trav. Sta. No. 64, 1905”...... 39 45 43.0 82 00 31.1
Deavertown, 1.5 miles northeast of, at Charles Bush’s
residence, T road east, 40 feet to C. A. Pletcher’s
mail box, 9 feet south to west end of box culvert..) 39 45 01.4 82 01 18.7

 

 

 
320 PROGRESS REPORT

1906.

PRIMARY TRAVERSE.

CARROLL, CRAWFORD, FAIRFIELD, HOCKING, HURON, JACKSON, HOLMES, PICK.
AWAY, RICHLAND, SENECA, STARK, TUSCARAWAS AND WAYNE COUNTIES.

(Bucyrus, Canal Dover, Carrollton, Circleville, Era, Jackson, Laurel-
ville, Oakhill, Mansfield, cee Navarre, and Norwalk Quad-
rangles. )

During the field season of 1906 J. R. Ellis, assistant topographer,
ran 406 miles of primary traverse to control the above mentioned quad-
rangles. The lines were tied to points previously located by primary
traverse and also to several triangulation stations as described in the de-
tailed description results which follow. Positions are given on the U. 8
Standard datum.

CRAWFORD COUNTY.

(Bucyrus Quadrangle. )

The line starts from an adjusted position near Bucyrus and follows
east along public highways to near Crestline.

 

 

Station. e | Latitude. | Longitude.

 

Bucyrus road crossing Columbus, Sandusky and Hock-
ing, 3 miles southwest of ...................00.. ' 40 46 31.7 82 59 14.9
T.3S.,R. 16 E., secs. 23 and 26, quarter corner between,
near; southwest corner of field at T road east, iron
post stamped “Prim. Trav. Sta. No. 20, 1906, Ohio’) 40 45 39.6 82 59 13.7
T. 3.8., Rs. 16 and 17 E., corner secs. 19, 24, 25 and
30, center of east and west road at fence to south

BNC NOM oy aver Gane Bee He Wek FOE he BSR eee 40 45 40.3 82 57 30.5
M. P. 75, east and west pike crossing Toledo & Ohio ‘

Central Ry., 0.25 mile north of.................. 40 45 41.0 82 56 51.3
M. P. 74, east and west road crossing, Toledo and

Ohio Central Railway, 2,000 feet south of........ 40 44 23.2 82 56 07.2
T.358., R.17 E., sections 28, 29, 32 and 33, crossroads

0.2 rit south of church, corner of sections....... 40 44 23.9 82 54 54.6
T.38., R. 17 E., corner secs. 27, 28, 33 and 34, middle

of east and west road at rail fence north......... 40 44 24.4 82 53 46.0

W. L. Tupp’s farm, northeast corner of T road north at,
southwest corner of; nail in black in southeast corner
of field bears S. 69° W., distant 49.1 feet; nail in root
of elm tree bears S. 12° W., distant 107.8 feet; tron
post stamped ‘Prim, Trav. Sta. No. 21, 1906, Ohio”! 40 44 32.1 82 52 54.3

 

 
TOPOGRAPHIC SURVEY. 321

Northeast corner of quadrangle west gene highways to adjusted positions at meer
west corner of quadrangle.

 

 

| {
Station. | Latitude. | Longitude.

 

T. 16 N., R. 21 W., corner secs. 22, 27 (west corner),
T road east, 25 feet northeast to corner fence post,
27 feet southeast to corner fence post........... 40 45 20.8 82 51 27

Whetstone creek, course north, center of bridge over} 40 44 51.2 82 52 16

T. 16 N., R. 21 W., corner secs. 22, 28, £6 and 27, 24
feet southwest to D. Johnson’s mail box, 26 feet
northwest to corner fence post ...............-5. 40 45 20.8 82 50 20.5

T. 16 N., R. 21 W., corner secs. £3, £4, 25 and 26, 27
feet southwest to corner fence post, 30 feet south-

bs

east to corner fence post ............-.000-005- 40 45 20.9 82 49 12.0
Ts. 16 and £0 N., Rs. £0 and 21 W., secs, 19, 24, 25
and 80, stone corner tO............ 20-0 eee eee ' 40 45 20.0 82 48 02.8

20 N., R. 20 W., north corner secs. 29 and 30, stone] 40 45 19.3 82 46 52.9
T. 20 N, R. 20 W., corner secs, 19 and £0, south cor-
HET SCONE ss skeen ai Gnd Hae Belen ease aie Maran aes 40 45 19.3 82 46 52.8

Crestline, 1 mile south and 1 mile west of ; nail in cherry :
tree in corner of field bears N. 70° 10', distance 40.9
feet; corner secs, 16, 17, 21 and 22 bears N. 53°W., dis-
tance 33.2 feet, iron post stamped PEMA Trav. Sta.

No. 22; 1906; Ohio's csc 2esces5 cl ces cex weaves we 40 46 10.2 82 45 54.5
T. 22 N., R. 20 W., north corner secs. 4 and 5, stone,

T6ad SOUTH sdb ad nnieta bai wid ena ienatialirees wes 40 59 43.8 82 45 45.3
T road north, 20 feet west to stone corner......... 40 59 44.1 82 46 48.7
Ts. 18 and 22 N., Rs. £0 and 21 W., north corner to

BeOS: Land 6) StONe: < 51 4 cada saan ene an's oes tw eos 40 59 44.8 82 47 47.1

T. 18 N., R. 21 W., corner secs. 1 and 2 (north ao
T road south, 46 feet southeast to corner fencepost,

48 feet southwest to telephone pole.............. 40 59 45.8 82 48 56.9
T. 18 N., R. 21 W., corner secs. 2 and 3, north corner,
TP rOad SOUth wxsseaeueear enced gam da phanes denn 40 59 47.0: 82 50 05.5

T. 1 N., R. 17 E., south corner secs. 35 and 36, south
side of road at T road north, 60 feet east of T road
south; stone to corner secs. 35 and 36 bears N. 6° 15’ W.
distant 15.5 feet; nail in lime tree bears N. 72° 45' E.,}.
distance 111.5 feet; tron post stamped “Prim. Trav.

Sta. No. 26, 1906, Ohio”............. 0.2 c eee eee 40 59 35.8 82 51 44.4
T.158S., R. 17 E, north corner secs. 2 and 3, T road
south, £0 feet due north to middle of gate........ 40 59 36.0 82 52 54.9

T.1N.,, R. 17 E., corner secs. 33 and 34, south corner,
T road north, 36 feet northwest to south end of
picket fence, 30 feet northeast to corner of yard

 

 

LANCE cas voy as Swern eee eee ea ean eee sts § 40 59 35.9 82 54 03.3
T.18., R. 17 E, north corner secs. 3 and 4, T road

ISO UIGHE didhisiene: MUA ata Quah dvaaulyh ats Bee heen ARS en Soe 40 59 35.9 82 54 04.1
Carrothers, crossroads 0.33 mile south of; (center of

CROSSING) ay, oie ga oes Sua Heth RANE NRE 40 59 35.8 82 55 21.8
T.1N., R17 E.,, stone corner (south gorner) to secs,| -

31 and 32, T road north .......-.+.+.+ ++ see eee 40 59 35.9 82 56 21.8

21—T. 8.
322 PROGRESS REPORT

Northeast corner of quadrangle west along highways to adjusted positions at north-
west corner of quadrangle—Concluded.

 

 

 

Station. . Latitude. Longitude.
|
T. 1S, and T.1N., Rs. 16 and 17 E., stone corner] ° ’ ” ee
secs. 1, 6, 31 and 36, crossroads................ 40 59 36.0 82 57 31.1

T.18S., T.1N., R. 16 E,, corner secs. 1, 2, 35 and 36,
crossroads, 40 feet southeast to maple tree, 33 feet
northeast to guidepost.................. ee eee 40 59 36.0 82 58 40.2

Southeast corner of crossroads, north corner stone to
secs. 2 and 3 bears 40° W., distance 37.7 feet; iron
post stamped ‘‘Prim. Trav. Sta. No. 27, 1906, Ohio’) 40 59 36.0

T.1N.,, R. 16 E. (south corner), stone to secs. 34and 35| 40 59 36.2

02 ©
NP
aa
oo
ob
©
> c

 

Magnetic declination south border of quadrangle, 0° 58’ west.
Magnetic declination north border of quadrangle, 0° 44’ west.
Magnetic declination east border of quadrangle, 1° 03’ west.

 

RICHLAND COUNTY.
(Mansfield Quadrangle.)

The line starts from a position near Crestline and follows highways
cast to Mansfield. The second line starts from an adjusted position near
Crestline and follows highways north to near Pittsburg, thence east
along highways and Big Four Railway to adjusted point at Greenwich.

Geographic positions along highways near south border of quadrangle.

 

 

Station. Latitude. Longitude.

 

 

T. 0 N., R. 20 W., corner secs. 15, 16, 21and22,T) ° ’ ” on! Ow
road south at schoolhouse, 30 feet southwest to
corner fence post, 25 feet west to large white oak
(LOGiaa was be thak HR RYE CHS dee Bap Ba ae Hees 40 46 09.6 82 44 45.1

T. 20 N., R. 20 W., corner secs. 14, 15, 22 and 23, T
road north, white oak tree, line between Crawford
and Richland counties ..........-0 0000 cece eens 40 46 08.9 82 43 35.7

T. 20 N., R. £0 W, corner secs 13, 14, 23 and 24,
middle of east and west road at fence north and

south at schoolhouse No 3...........00-ee ee eee 40 46 08.4 82 42 28.8
Schoolhouse No 10, road north; 20 feet north to cen-
ter of box culvert ......... cece ete ee eee ee 40 45 57.7 82 40 01.4

Ontario, west part of; north side of road at T road south,
northwest corner of foundation to Dr. Richards’ resi-
dence bears S. 47° 15' W., distance 136.7 feet; nail in
honey locust tree on south side of road bears S. 7° 45!
E,, distant 54.9 feet, iron post stamped ‘Prim, Trav.
Sta. No. 23, 1906, Ohio”... 16... ee ee eee eee ees 40 45 36.2 82 38 51.4

 

 
TOPOGRAPHIC SURVEY.

323

Geographic positions along highways near south border of quadrangle—Concluded.

 

 

 

 

 

 

 

Station. Latitude. Longitude.
Ontario, T road north, 0.66 mile east of; 30 feet} ° ' ” eas: eo
northwest. to telephone pole, 39 feet northeast to
corner fence poOSt ..........0 0 cee cece eee eee 40 45 35.1 82 37 59.1
Ontario, east and west road crossing of Erie Railroad,
1.75 miles east Of...........-- cc cee eee eee ..+-| 40 45 34.1 82 36 25.8
T. 21 N., R. 19 W., secs. 23 and 24, quarter corner
between, crossroads, 24 feet northeast to north end
of culvert, 24 feet southeast to south end of culvert} 40 45 33.2 82 35 25.8
T. 21 N., Rs. 18 and 19 W., secs. 19 and 24, stone
quarter corner between ..............000000 000 40 45 32.4 82 34 16.7
M, P. 271, north and south road crossing Erie Rail-
road, 645 feet east of................. 00. eee eee 40 46 12.6 82 33 06.7
Mansfield, crossing of Erie and Baltimore and Ohio
railroads, just east of Erie station ............... 40-45 58.0 82 31 01.2
Mansfield. flagstaff at State Reformatory........... 40 46 57.6 82 30 11.1

 

Geographic positions along highways near west border of quadrangle.

 

 

 

 

 

Station. Latitude. Longitude.

T. 20 N., R. 20 W., corner secs. 8,9, 16 and17,Troad|} ° *’ ” Od oe

north, 18 feet southwest to telegraph pole, 29 feet

northwest to corner fence post ................. 40 47 04.2 82 45 54.8
T. 20 N., R. 20 W., corner secs. 4, 5, 8 and 9, £0 feet

due south to center of small bridge.............. 40 47 56.4 82 45 53.9
T.£O N., R. 20 W., corner secs. 4 and 5, north corner,

9 feet northwest to corner rail fence.............. 40 48 48.5 82 45 52.0
T. 21 N., R. 20 W., corner secs. 28, 29, 32 and 33,

crossroads, 27 feet northwest to corner fence post} 40 49 38.2 82 45 50.8
Schoolhouse No. 4, 0.25 mile north of crossroads, 21 5

feet southeast to telegraph pole, 26 feet northwest

to corner fence post ............ 0. cee e eee ee eee 40 49 54.2 82 44 40.3
T. 21 N., R. 20 W., stone corner secs. 21, 22,27 and 28} 40 50 33.8 82 44 39 8
T. 21 N., R. 20 W., stone corner secs. 15, 16, 21 and 22} 40 51 24.4 82 44 39.3
T. 21 N., R. 20 W., corner secs. 9, 10, 15 and 16, 9 feet}.

south to center of culvert .................0000. 40 52 17.4 82 44 38.4
Tiro corner, 1.5 miles south and 1 mile east; northwest

corner of crossroads, northwest corner foundation to

residence bears S. 35° 20' E., distance 125.2 feet; nail

in maple tree bears S, 18° 15’ W., distance 50.8 feet;

iron post stamped ‘Prim. Trav. Sta. No. 24, 1906,

ORIG” faces van dedi naceor aac akg ew 2 40 52.58.5 82 44 33.4
T. 21 N., R. 20 W., stone corner (north), to secs. 3

and Rigsiisungt vache eet gsaieaey te ear peso ee ows 40 54 04.2 82 44 37.5
T. 22 N., R. 20 W., south corner secs. 33 and 34....] 40 54 04.2 82 44 37.1
T. 22 N., R. 20 W., corner secs. 21, 22, 27 and 28,

cross roads, 27 feet northwest to mail box, 33 feet

northeast to corner fence post.................. 40 55 49.1 82 44 36.8

 

 
324 PROGRESS REPORT

Geographic positions along highways near west border of quadrangle—Concluded.

 

 

 

Longitude.

 

Station. Latitude.
‘ °o , u ° , a

T. 22 N., R. 20 W., crossroads, corner secs. 15, 16, 21

and 22, 27 feet southwest to corner fence post, 27

feet northwest to telegraph pole..........-..+--- 40 56 41.6 82 44 36.1
T. 22 N., R. 20 W., corner secs. 9, 10, 15 and 16, fence

Ga8t anid WESt si: hcdncyduciaie sea Fat eae Pees ae 40 57 34.7 82 44 36.0
T. 22 N., R. 20 W., corner secs. 3, 4, 9 and 10, cross-

roads, 25 feet due south to center of box culvert..| 40 58 27.4 82 44 36.2
M. P. 325, north and south road crossing, Northern

Ohio Railroad, about 300 feet east of............ 40 58 57.1 82 44 36.3
T. 22 N., R. 20 W., corner secs. 3 and 4 (north corner),

at Troad south, line between Crawford and Huron .

counties; 24 feet north to bench mark station No. 25) 40 59 43.5 82 44 36.6
T. 22 N., R. 20 W., north corner secs 3and 4, north ;

side of road at T road south; iron post stamped ‘

“Prim, Trav. Sta. No. 25, 1906, Ohio” ............ 40 59 43.6 82 44 36.5

 

 

 

Geographic positions along highways near northern border of quadrangle.

 

 

 

 

 

 

 

Station. Latitude. Longitude.
° t “uo ° t u”

T.1N., Rs. 23 and 24 W., south corner sees. 1 and 4, T

road north at hotel at New Pittsburg.......--..- 40 59 43.3 ‘82 43 49.1
T. 22 N., R. 20 W,, north corner secs. 2 and 3, junc- .

tion of Richland, Crawford and Huron counties..| 40 59 43.2 82 43 29.8
T, 22 N., R. 20 W., north corner secs. 1 and 2, wire

fence SOUG . vyenis cee eed nuns Danes oe BH RA RE ae 40 59 42.8 82 42 20.6
T. 22 N., Rs. 19 and 20 W., north corner secs. 1 and

6, wire fence SOUth... 0.2.6 06. c eee eee ee eee 40 59 42.4 82 41 12.8
Plymouth, public fountain. .....-....-..+ 0s eee eee 40 59 41.9 82 39 57.2
Plymouth, county line road crossing Northern Ohio

Railroad, 0.75 mile east Of......... 000+. e eee es 40 59 40.7 82 29 00.6
Plymouth, 2 miles east of; T. 1 N., Rs. 22 and 23 W.,

south stone corner to sections 1 and 4 bears N, 12° 15'

W., distance 18.5 feet, nail in blaze on cherry tree

bears N. 57° 40’ E., distance 76.6 feet; tron post

stamped “Prim, Trav. Sta. No. 28, 1906, Ohio”....; 40 59 39.5 82 37 50.6
T, 22 N., R. 19 W., north corner secs. 3 and 4, wire

fence SOULK seal geen cr per eees dee eomne eR TE 40 59 39.8 82 87 47.8
T, 22 N., R. 19 W., north corner secs. 2 and 3, west

end of bridge over ditch....... 6.55.2 0005s rr ees 40 59 39.2 82 36 38.3
T.1N., R. 22 W., south corners secs. 1 and 4, cross-

roads, 30 feet southwest to W. Hurlburt’s mail

box, 33 feet northwest to large corner fence post..| 40 59 38.1 82 34 57.0
M, P. 58, north and south road crossing Big Four Rail-

road, 1,080 feet northeast Of ......+- 65s reese 41 00 08.6 82 33 32.6
TOPOGRAPHIC SURVEY. 325

Geographic positions along highways near northern border of quadrangle—Concluded.

 

 

|
Station. | Latitude. Longitude.
: :

Milepost 57, road crossing, east and west, 0.5 mile

MOLLHeaSt Os ais-2.5 cavsioeenhed SOLAN EAA GON a mAlS a 41 00 50.8 |. 82 382 31.1
Greenwich, in foundation of standpipe to city water-
WOPKS. ni. 2m out mike Eagan gee qe wink eee 41 O01 37.3 82 31 13.5

 

Magnetic declination, south border of quadrangle, 1° 52’ west.
Magnetic declination, north border of quadrangle, 1° 34’ west.
Magnetic declination, west border of quadrangle, 1° 03’ west.

 

HURON COUNTY.
(Norwalk Quadrangle.)
The line starts from an adjusted position at New Pittsburg and fol-
lows highways north to Chicago Junction, thence along Baltimore and

Ohio Railroad to Monroeville.

Geographic positions along highways near west border of quadrangle.

 

 

 

Station. | Latitude. Longitude.
' |
* ° ’ a” 3° , a”
Center of bridge over large ditch ................4. 41 01 07.0 82 43 53.1

Ts. land2 N., Rs. 23 and 24, corner secs. 1, 2, 3 and
4, crossroads, 42 feet northwest to guidepost, 28
feet northeast to corner fence post.............. 41 01 55.2 82 43 54.7

 

Geographic positions along Baltimore and Ohio Railroad, Chicago Junction to Monrce-
ville.

 

 

 

|
Station. | Latitude. Longitude,

 

° ’ ” ° , ”
Chicago Junction, range line road crossing, Baltimore
and Ohio (main line).........0.. 00s eee eee eens 41 03 40.0 82 43 59.2
Township line road crossing.............0..000eeee 41 04 07.4 82 44 11.0
Centertown, road crossing just south of station...... 41 04 58.4 82 45 06.4
M. P. 26, private road crossing under trestle 0.33
milernortht Of 20205504 48 oak Sere eee ea wells eae CER Ag 41 06 03.4 S82 45 28.8

Havana, road crossing east and west 1.5 mile south of.| 41 06 52.9 82 45 23.9
' 326 PROGRESS REPORT

Geographic positions along Baltimore and Ohio Railroad, Chicago Junction to Monroe-
ville—Concladed.

 

 

Station. Latitude. Longitude.

 

 

Havana, on east edge of Baltimore and Ohio property) ° ' 7” Oe,
line and just south of road crossing, northwest corner
of stone porch bears S, 23° E., distant 117.7 feet;
northeast corner foundation to Flath & Gross under-
taking establishment bears S. 52° 45' W.., distant 74.9
feet; tron post stamped ‘Prim, Trav. Sta. No. 29,

HODGE! ORTON So's. adee diltte aun artes o savdgniews Gee dk au 41 08 12.2 82 44 49.2
Havana, township line road crossing, 0.3 mile north of} 41 08 30.4 82 44 41.5
T. 3 .N., Rs. 23 and 24 W., stone corner to secs, 1, 2,

ANA are Xe peitut co ees ausa aunt ge Rate alate Sad he CM Nata | 41 08 29.8 82 44 10.5
M. P. 22, road crossing east and west, 0.33 mile north

OF Sas Gee ew ced Geo sk decrees Mt ge my ead OE NS 41 09 23.0 82 44 18.6
M. P. 20, road crossing 1090 feet south of........... 41 10 32.4 82 48 48.5
Pontiac station, road crossing just south of......... 41 11 18.9 82 43 28.3
M. P. 18, road crossing east and west 1435 feet northof} 41 12 35.3 82 42 55.4

Monroeville, crossing of Baltimore and Ohio and L.
Si6e-MG iSURaRS eaaceveue neg ohe see ade ns oad oaks 41 14 25.4 82 42 08.1
Monroeville, north part of; on north side of road
crossing and at east property line, smail maple tree in
corner of yard bears S, 63° 30' E., distant 46.7 feet;
center of Baltimore and Ohio at road crossing bears
S. 57° W., distant 30 feet; iron post stamped “Prim,
Trav. Sta. No. 30, 1906".....................00. 40 14 47.7 82 41 52.5
Monroeville, T road west in northwest part of ...... 41 15 01.9 82 42 16.0

 

 

 

Magnetic declination south border of quadrangle, 1° 34! west.
Magnetic declination west border of quadrangle, 1° 14’ west.

 

CARROLL AND STARK COUNTIES.
(Carrollton Quadrangle.)
The line starts from Carrollton triangulation station and follows
Wheeling and Lake Erie Railroad west to Atwood station, thence north

along public highways to adjusted position about 2 miles north of Maple-
ton.

Geographic positions along highways.

 

 

Station. Latitude. Longitude.

\

 

 

Carrollton triangulation station, 2.5 miles east off ° ' ” Ps a8
town of Carrollton on Scroggsfield road on land
owned by Mr. Campbell station mark: <A cut
marble post 40 by 6 by 6 inches set 30 inches in the
ground, in the center of top of which is cemented a
bronze triangulation tablet marked “U. 5. Geolo-
gical Survey Ohio” «2.00.6... cece eee eens 40 34 35.51 | 81 01 47.82
TOPOGRAPHIC SURVEY.

Geographic positions along highways—Concluded.

327

 

 

 

 

 

Station. Latitude. Longitude.
° ¥ o Or t ”
T. 14. N., R. 5 W., corner secs. 19, 20, 25 and 26, at
junction of fenceS .......... 0.0. eee eee ees 40 34 24.7 81 03 15.0
Carrollton, Main street crossing of Wheeling and Lake
Erie RailrOad: sc ison sane dodo ss Gere é hoses 40 34 25.0 81 05 16.4
Ts. 18, 14, and 15 and 14, Rs. 5and 6 W., corner
secs. 1, 6, 31 and 36, at junction of fences......... 40 33 36.5 81 05 36.9
Bridge No. 30 B., 1 mile west of brick plant, in south-
east corner of stone abutment to bridge, aluminum| - :
tablet stamped ‘Prim. Trav. Sta. No. 31, 1906 Ohio”’.| 40 33 59.4 81 07 49.4
Scotts station, north and south road crossing. ....... 40 33 18.9 81 09 14.4
Dellroy, northwest and southeast road crossing 1.5 ;
mileS'eastiOk << iss res Kee bod ees o4a Ha eee Bee 40 33 07.0 81 10 28.3
Delltoy station 4 cacsxd-gihseeeiacy swt aba eev and esn ae 40 33 29.1 81 12 06.9
Atwood station, road crossing bears S. 41° W., distant
20 feet; northwest corner of stone retaining wall to
culvert, aluminum tablet stamped ‘Prim. Trav. Sta.
N0232;) 1906} soo uieueaan oe eM educa ever wien sor a 40 33 10.2 81 14 27.9

 

 

 

Geographic positions along highways near west border of quadrangle.

 

 

 

 

 

 

Station. Latitude. Longitude.
° , a ° € n”
T. 15 N., R. 7 W., north corner secs. 12 and 18, east] |

and west rail fence at picket fence south.......... 40 33 51.5 81 14 45.0
T. 16 N., R. 7 W., south corner stone secs. 7and 13...) 40 33 51.5 81 14 45.3
Methodist Church, forks of road about 800 feet west

of; 26 feet southeast to cross on gate, 15 feet north- :

east to end of picket fence..................005. 40 34 30.0 81 14 09.0
Methodist church, T road east 1 mile north of; 18

feet due north to southwest corner of shed........ 40 35 25.8 81 14 17.9
Top of hill, T road east, 10 feet southwest to small

apple tree, 27 feet southeast to corner fence post...| 40 36 21.9 81 14 26.0
Marces, 0.75 mile south of; 135 feet north of T road

east, in southwest part of stone abutment of wagon

bridge, aluminum tablet stamped “Prim. Trav. Sta. :

NG. 3351906 wos ha chin Wh wmnenaed whoa ue te dite tase 40 37 27.6 81 14 42.1
Marces, Catholic church spire...................0. 40 38 04.0 81 14 34.6
Marces, T road south; 26 feet southwest to S. Mitts

mail box, 53 feet northwest to southwest corner of

VAP: TENCE: 1s Sap. 3 ticlcann de a-aiein bon auutcaee i dye) Bee Gaaa seam 40 38 06.8 81 14 45.2
Carroll-Stark county line, center of Waynesburg and

Marces road at east and west fence............... 39 02 02.5 81 15 00.7
Waynesburg station, road crossing Pa. R. R., 17U feet

Wes tObsene 24 Coe ne eee seb ae DEERE So ee OSES eee eS 40 40 08.4 81 15 32.2

 
328 PROGRESS REPORT

Geographic positions ulong highways near west border of quadrangle—Concluded.

 

 

Station. - Latitude. Longitude.

 

 

T. 17 N., R. 7 W., crossroads, at quarter corner be-
ween secs. lOamnd 16 «1... . eee eee eee 40 41 15.1 81 15 33.1
T. 17 N., R. 7 W., corner secs. 3, 4, 9 and 10, center :
of road at rail fence north and south short distance
west of brick schoolhouse...........--0...000005 40 42 34.4 81 15 £8.8
Mapleton, T road west, 1.75 miles south of; 13 feet
northwest to north end of culvert, 21 feet south-

-west to south end of same culvert............... 40 43 25.4 81 15 40.3
Mapleton, crossroads, 1 mile south of; 15 feet due
east to east end of culvert ............0.0.0 00 ee 40 44 04.1 811 48.9

Mapleton, crossroads at schoolhouse, £0 feet south-
east to guidepost, £5 feet northwest to corner

schoolhouse grounds ............ 0000.0 c cece eee 40 44 47.5 81 15 29.0
Milepost 67, road crossing east and west of Wheeling §
and Lake Erie railroad, 1650 feet east of.......... 40 45 58.0 81 15 51.9

 

 

 

Magnetic declination, east border of quadrangle, + 1° 53’ west.
Magnetic declination, west border of quadrangle, + 2° 20’ west.

 

TUSCARAWAS COUNTY.
(Canal Dover Quadrangle.)
The line starts from an adjusted position at Atwood station and
follows Wheeling and Lake Erie Railroad west to New Cumberland,

thence along public highway and Pennsylvania Railroad to Canal Dover.

Geographic positions along Wheeling and Lake Erie Railroad barracks to New Cum-

 

 

 

 

berland.
Station. Latitude. Longitude.
e
o t “u” fe} , ”
Barracks station, road crossing north and south..... 40 32 00.6 81 14 44.2
T.15N., R. 7 W., corner stone to secs. 10, 11, 16 and
17, north and south fence at fence west.......... 40 32 05.4 81 14 49.6
Carroll-Tuscarawas county line, center of road at
north and south fence line .................0-0. 40 31 31.2 81 16 00.8
Large barn, T road south, “7 feet northeast to corner
of barn, £6 feet west to corner fence post.......... 40 31 24.7 81 16 58.1
New Cumberland, road crossing 1.25 miles south of ..} 40 31 35.6 81 18 40.4
New Cumberland, cast and west road crossing... ... 40 32 38.4 81 18 52.2

 

 

 
TOPOGRAPHIC SURVEY.

Geographic positions along highways.

329

 

 

 

 

Station. Latitude. Longitude.
° , ao ° t an
New Cumberland, T road north 1 mile northwest of;

25 feet due south to west end of picket fence at gate.| 40 32 59.4 81 19 56.9
Coal shaft, west end of box culvert at T road north,

0.5 mile west of ............... Bch Rae ta ee eet Oh 40 33 01.0 81 20 58.4
Fairfield, Township house, center of road in front of..]| 40 32 42.5 81 22 12.9
Johnston, 0.5 mile west of; 6 miles east of Canal Dover,

in southwest corner of stone foundation of G. Burgess

barn, aluminum tablet stamped “Prim, Trav. Sta.

No:'84;/(906" ow ovee vapater camden ee hakeme cee 40 32 29.8 81 23 09.9
Line between ranges 1 and 2 W., center of road at ,

picket fence south ........... 00 ec cee eee eee 40 31 50.6 81 25 02.1

 

 

 

Geographic positions along Pennsylvania Railroad East of Canal Dover.

 

 

Station.

Latitude.

 

Longitude.

 

Wagon bridge over Tuscarawas River; east and west
road crossing of Pennsylvania railroad............
Milepost 28, private road crossing
Canal Dover, street crossing at station .............
Canal Dover, east and west road crossing, Baltimore
and Ohio Railroad in northwest part of...........
Canal Dover, at southeast corner of T road southwest,
just west of steel bridge over Sugar Creek and about 1
mile northwest of Pennsylvania railroad station; nail
tn elm tree bears S. 41° E., distant 25.6 feet; nail in
wild cherry tree on north side of road bears N. 23°
2' E., distant 53.2 feet; T road northeast bears N. 5°
W., 44 feet; tron post stamped ‘Prim. Trav. Sta. No.
42, 1906, Ohio”

 

40 31 47.5
40 31 01.4
40 31 05.0

40 31 36.5

40 31 42.0

 

81
81
81

81

8

25 47.1
27 24.6
28 39.8

£9 26.6

29 5I.6

 

HOLMES, STARK, TUSCARAWAS AND WAYNE COUNTIES.

(Navarre Quadrangle. )

The line continues north from Canal Dover along the Baltimore and
Ohio Railroad, public highways and Wheeling and Lake Erie Railroad,
connecting with adjusted position at Massillon. A line starts west froin
iron post No. 36 and follows public highways to Kidron, thence south to
southwest corner of quadrangle, then east via Sugar Creek to adjusted

position at Canal Dover.
330 PROGRESS REPORT

Geographic positions along the Baltimore and Ohio Railroad, Canal Dover to Stras-

 

 

 

 

 

 

 

 

 

burg.
Station. Latitude. Longitude.
° , ” ° t n”
Shovel Works, road crossing east and west, 1.25 miles
NHOrth/ol wavessees os Hesse See wedw a See wade We Se 40 32 58.1 81 30 03.8
Crown Fire Clay Works, road crossing east and west
at south partiOl, 1.252604 paw sd ediee 4 alee Veena 40 33 43.3 81 30 13.1
Overhead crossing of electric railroad .............. 40 34 55.1 81 31 04.2
T.10N., R. 3 W., corner stone secs. 19, 20, 21 and 22,
in north part of Strasburg .................0065 40 36 07.4 81 31 45.1
Geographic positions along highways.
Station. Latitude. Longitude.
Strasburg, 1 mile north of; at south of road atforks;} ° ' ” a a
cross on west end of stone culvert bears S. 74° W.,
distant 8.4 feet; south west corner of residence bears
N. 19° 30' E., distant 135 feet; iron post stamped
“Prim, Trav. Sta. No. 35, 1906, Ohio” ........... 40 36 55.0 81 31 28.7.
T. 10 N., R. 3 W., corner secs. 9, 10,11 and 12, oak
tree at cross fences 2 2. isk sas ey ces uexeua ee esa ees 40 37 43.5 81 31 44.6
Schoolhouse, crossroads, 30 feet northeast to guide-
post, 32 feet northwest to corner fence post....... 40 38 15.2 81 31 19.8
Tuscarawas-Stark county line, stone in center of
north and south road ....... 00... cece cee eee eee 40 39 01.9 81 31 14.8
T.9N., R. 9 W., stone corner secs. 21, 20,28 and29..| 40 40 21.0 81 30 39.7
T.9N., R. 9 W., corner secs. 16, 17, 20 and 21, center
of north and south road at rail fence east and west..| 40 41 14.5 81 30 39.3

 

 

 

Geographic positions along Wheeling and Lake Erie Railroad, Navarre to Massillon.

 

 

 

 

Station. Latitude. Longitude.
Navarre, crossing of Wheeling and Lake Erie Railroad) ° ’ ” et
and Electric R. R. just south of station; east track

of Wheeling and Lake Erie R. R...........-..... 40 43 05.5 81 31 22 2
Navarre, railroad crossing overhead in northwest

PaTEOF 2 Aicisd soackeat cede Meee awa es dad Bate a eas 40 43 21.2 81 31 51.4
Navarre, 2.25 miles north of; 26 feet northwestto road

crossing, on cast side of Wheeling and Lake Erie rail-

road; iron post stamped ‘Prim, Trav. Sta. No. 36,

906: Ohio” 4: oi.c0ecewe wai wep caus aeseaen'ons Be 40 45 08.1 81 31 54.4
Columbia Station- iecpea ca ge tees we ees dae eae 40 46 50.4 81 31 10.8
Massillon, crossing of Wheeling and Lake Erie R. R.

and Cleveland, Lorain and Wheeling Railroad.....}| 40 47 43.50 | 81 31 47.30

 

 

 
 

 

 

 

 

 

 

 

 

 

TOPOGRAPHIC SURVEY. 331
Geographic positions along highways near north border of quadrangle.
Station. Latitude. Longitude.
° , a” ° , a”
T road east, 24 feet northeast to corner fencepost;

24 feet southeast to guidepost................... 40 45 12.1 81 32 49.4
Pigeon Run, T road north ................00.00005 40 44 57.2 81 34 35.1
T. 12 N., R. 10 W., at schoolhouse, north corner

stone at secs, 34 and 85 ....... eee eee eee 40 44 58.3 81 35 09.1
T. 12 N., R. 10 W., north corner secs. 33 and 34,

center of road at rail fence north ................ 40 45 00.7 81 36 19.4
West Lebanon, 2 miles northeast of; on Massillon and

Millersburg road, crossroads bears east 20 feet; nail

in blaze on whiteoak bears S. 66° 45' E., 67 feet dis-

tant; iron post stamped ‘Prim. Trav. Sta. No. 37,

906 ois ateanchs Bina mere Se ahem Ne Rar eeoa gine ob Oyo 40 44 27.7 81 38 06.0
Stark-Wayne county line, center of Millersburg road..| 40 44 05.3 81 38 55.8
Ts. 11 and 12 N., R. 10 W., corner secs. 5, 6, 31 and 32,

junction of fence, Stark and Wayne county line....| 40 44 13.9 81 38 55.8
West Lebanon, crossroads, 0.5 mile north of; 15 feet

southeast to guide post, 24 feet to south end of

GUIVETb 2A nnaed nema pales daknd Ah AOS ad Ges SEES S 40 44 01.0 81 40 07.1
West Lebanon, crossroads, 0.5 mile north and 1.5

miles west of; 24 feet northwest to guidepost, 33] °

feet northeast to fencepost.............-..00000- 40 44 01.4 81 41 51.3
Kidron, crossroads, 0.75 mile east of; 27 feet south-

east to guidepost, 24 feet southwest to south end of, .

BOX CULVER, Goss ceca ands se towne bk Wane ado ele OLN 40 44 12.1 81 43 53.0
Kidron, southwest corner of crossroads, northwest cor- :

ner of foundation to Creamery bears S, 68°E., distant

72 feet; cross cut on southeast corner of foundation to

warehouse bears N. 44° 15' W., distant 86.2 feet, iron

post stamped ‘Prim, Trav, Sta. No. 38, 1906,”...... 40 44 28.4 81 44 44.5

Geographic positions along highways near west border of quadrangle.
Station. Latitude. Longitude.
T. 16 N., R. 11 W., corner secs 29, 30, 31 and 32,) ° ' ” of »#

CLORSrOAdS: wags sos od xen Rebbe Gee ers Hee es Bee Ta Tite 40 44 28.7 81 44 44.3
Ts. 15 and 16 N., R. 11 W., corner secs. 31 and 32,

DBL GO reess tine nd Mil tmoee Sala lone ebb adtedaass Ryantbot healdes 40 43 35.9 81 44 43.8
Frame schoolhouse, crossroads, 36 feet northeast to

guidepost, 48 feet northwest to mail box No. 50....} 40 42 39.4 81 44 48.0
Gordin schoolhouse, crossroads, 0.75 mile north of;

39 feet northwest to east gate post, 25 feet north-

east to north end of stone culvert................ 40 41 36.2 81 44 47.4
Gordin schoolhouse, crossroads, 22 feet northeast to

fence corner; 39 feet northwest to mail box No. 49..| 40 40 57.3 81 44 47.1
Wayne-Holmes County line ..............e +e. eee 40 40 04.7 81 44 28.5

 

 
332 PROGRESS REPORT

Geographic positions along highways near west border of quadrangle—Concluded.

 

 

Station.

Latitude.

 

Longitude.

 

Wayne-Holmes county line, crossroads 1 mile south
of; 30 feet northwest to guidepost, 19 feet southwest
to west end of culvert ........... 0.00. eee eee ee

Small Cemetery, crossroads just south of; 25 feet
southeast to east end of hedge fence, 12 feet south-
west to south end of culvert....................

Fairview, southeast corner of crossroads at schoolhouse,
and half-way between Mt, Hope and Winesburg; nail
in east face of large white oak tree bears S. 73° 30' W.,
distant 47.2 feet; iron post stamped ‘‘Prim. Trav. Sta.
NO, 139) 1906! este care ee aciee ha wate ea dale ae Wieaen Fen

Crossroads, at northwest corner of triangle formed by
roads, 9 feet northwest to northwest end of box
CULVEDt: 2 ha cuadde'es4 setae aves det Sees Reet ee

Schoolhouse No. 3; 500 feet east of; on south side of
Charm and Sugar Creek Road at fork to northeast;
cross cut on boulder bears N. 20° 30' W., distant 24.3
feet; tron post stamped ‘‘Prim, Trav. Sta. No. 40,
1906”

 

40 39 12.1

40 38 35.0

40 37 07.0

40 35 53.1

40 30 21.7

 

81 43 50.0

81 44 46.6

81 44 40.2

81 44 58.7
\

81 44 50.6

 

Geographic positions along highways near south border of quadrangle.

 

 

Station.

Latitude.

 

Longitude.

 

T.8 N., BR. 5 W., comer secs. 1, 2, 9 and 10, junction
OF TENCB), fo e.5 jade nna uaaldre dung aeonind HeyoweR desta scandy
Youter schoolhouse, T road north 1 mile east of;
36 feet east to N. I. Trayers mail box............
Union Cheese Factory, T road north; 27 feet north-
east to corner rail fence, 43 feet northwest to mail

Sugar Creek, Holmes-Tuscarawas county line; about
1.5 miles west of; 10 feet north to arrow painted on
fence POBUe: dg scant angen Se as eea yk aeRO

Sugarcreek, T road south 0.75 mile west of; 10 feet
north of junction of fences ..............-0.000-

Sugarcreek, Main street crossing Wheeling and Lake
Erie Railroad, 215 feet south of station..........

Sugar Creek, T road north about 0.75 mile northeast
of; 36 feet northwest to corner fence post; 48 feet
northeast to corner fence post ..........-...+045

Union Hill Church, 0.33 mile north of; at southwest
corner crossroads, northeast corner of E, Crites
residence bears S. 57° 20' W., distant 23.3 fect; cross
cut on west end of culvert bears N. 11° 15' E., dis-
lant 35 feet; iron post stamped ‘Prim. Trav. Sta.

 

No. 41, 1906" 20... cc cee eee ees

° / a“

40 13 13.4

40 29 49.0

40 £9 26.4

40 29 40.2

40 29 50.8

40 30 07.3

40 30 29.3

40 30 29.4

 

° ‘ u”

81 43 36.3

81 42 02.5

81 40 54.7

81 40 05.7
81 39 15.8

81 38 24.4

81 37 25.2

81 36 38.0
TOPOGRAPHIC SURVEY.

333

Geographic positions along highways near south border of quadrangle—Concluded.

 

 

 

 

Station. Latitude. Longitude.
° , ” °o t u

ETO TORT a Nsselinst tel ates Daucus ie pelea eg Wee he wane Ad 40 30 26. 81 35 45.1
Sugar Creek and Dover townships, north corner secs,

SO ANGA: sew nardep's Geta Solem mene wa erate we 40 30 52. 81 34 17.4
Schoolhouse No. 2, T road north, 10 feet southwest

to south end of bridge......................00. 40 30 44. 81 33 00.9
Canal Dover, crossroads 2.75 miles west of; 21 feet
northwest of north end of stone culvert, 29 feet

81 31 28.5

southwest to south end of same culvert.......... 40 30 30.

 

HOLMES COUNTY.

(Millersburg Quadrangle.)

Geographic positions along highways near east border of quadrangle.

 

 

 

Station. Latitude. Longitude.

; ° t ” ° t “u”
Troad south, 15 feet northwest to north end of culvert} 40 35 40.6 81 45 07.8
T.9 N., R. 5 W., northeast corner of sec. 4, stake in

fence corner at jog in north and south road......] 40 35 37.3 81 45 43.4
Berlin, stone at T road east 2 miles north and 2 miles

CABU Obi iA Spaces aan: Odmans eames wiih Aids ak Bete ee 40 34 15.7 81 45 10.4
T road west just south of creek at red barn ........ 40 33 22.4 81 45 12.5

Walnut Creek post-office, T road north at school-

house 1.5 miles west of; 43 feet northwest to tele- :

phone pole, 21 feet south to picket fence......... 40 32 45.3 81 45 08.5
Schoolhouse No. 8, stone at T road south, 900. feet

SOUUNWESE OF: 33.555 .reaacie cin: phen Paieacca a Bs MEANS Gare ae 40 31 26.3 81 45 05.8
Ts. 8 and 9 N., line between, 9 feet southeast to south-

west corner of machine shed..................-- 40 31 08.8 81 45 07.4

 

 

 
334 PROGRESS REPORT

PRIMARY TRAVERSE.

FAIRFIELD, HOCKING AND PICKAWAY COUNTIES.
(Circleville, Era and Laurelville Quadrangles.)

The line starts from an adjusted position at Era and follows high-
ways to Ashville, thence south on Norfolk and Western Railroad to
Circleville, thence along highway to tie point. Another line starts from
an adjusted position at Ashville and follows highways east to Royalton,
thence south to adjusted position at Stringtown. The positions are based
on U.S. Standard datum.

ERA QUADRANGLE.

Geographic positions along highways.

 

 

 

 

 

Station. Latitude. Longitude.
Era station, 430 feet west of; public road crossing) ° '’ ” an
Baltimore and Ohio Railroad .................4. 39 44 23.2 83 14 38.1

West Union schoolhouse, 0.5 mile northwest of; road
north, 27 feet northwest to corner of yard fence,

15 feet east to corner stone.............-..000. 39 44 07.7 83 12 58.8
West Union schoolhouse, 0.33 mile southeast of; T
road east, 15 feet to south end of culvert........ 389 43 38.9 83 12 18.6

Saranac post-office (discontinued), T road northwest,
9 feet south to center of bridge, 24 feet southeast to

to Wm. Sanderson’s mail box...........6.050505 39 43 20.4 83 10 45.6
Springdale stock farm, and T road to southwest, 7

stone between Darby and Millburg townships....| 39 43 56.8 83 09 30.5
Big Darby Creek, at ford, on left bank, arrow painted

On Sycamore tree 2.0.6... cee ee eens 39 43 47.9 83 07 57.1

Darbyville, 2 miles north of; on east side of Darbyville
and Commercial Pike at T road to west, stone town-
ship monument bears S. 72° 14' W., distance 14.1
ject; iron post stamped ‘Prim. Trav. Sta. No. I, 1906”) 39 43 59.6 83 06 14.2

Shadyside schoolhouse, 1.5 miles east of; stone at T
TOA MOG heaiwae ee & NGOs Gis 9 Dd adie tu aetna ead 39 44 40.

Crossroads at Hall’s residence, stone............... 89 44 30.

M. L. Thomas’ mail box, T road to west at, 30 feet
southwest to elm tree, 34 feet northwest to north
end Of Gul Vert)... pose cccaa yee eee be Fas GEES 89 44 35.1 83 01 25.7.

Darbyville, South Bloomfield pike, at pike to north,
39 feet east to arrow, 18 feet south to cross on
FENCE POSE ss siece eggs se Gass Siena Be ThE ee Cans 39 43 17.3 83 01 12.4

South Bloomfield, in southeast corner of public school
grounds, southeast corner of schoolhouse bears N. 39°
W.., distant 73.1 feet; corner iron fence post bears 69°
E., distant 4.5 feet; iron post stamped ‘Prim, Trav.
Sta. No. 2, 1906, Ohio”....... 0... eee eee eee 39 42 58.

Center of bridge over canal..........----++ eee eee 39 42 49.

bo

83 04 48.5
83 03 30.6

or

p

82 59 19.6
82 58 31.5

 

 

oo

 

Magnetic declination north border of quadrangle, 1° 56’ east.
TOPOGRAPHIC SURVEY.

CIRCLEVILLE QUADRANGLE.

335

Geographic positions along the Norfolk & Western Railroad, Ashville to Circleville.

 

 

 

Station. Latitude. Longitude.
° t a ° t “u
Ashville, Main street crossing Norfolk and Western
Railroads encicas uni vaeeh nary ae eee de naed wees ek 39 42 46.4 82 57 17.5
Milepost 25, 575 feet north of; east and west road
CROSSING ses50 ype A eee cee Ae EE See ean 4 39 41 00.7 82 57 21.4
T. 2 N., R. 22 W., corner secs, 24 and 25, stone, east
COMER a5.7 5 dace. d eo Si deta She Be oa hte neh Lond Aan 39 40 59.3 82 56 47.3
Ritts crossing, set on west side of Norfolk and Western
Railroad, 9 feet from west rail, iron post stamped
“Prim, Trav. Sta. No. 3, 1906, Ohio”’............. 39 39 20.2 82 57 27.7
Point on Norfolk and Western Railroad at east and
west township line crossing ..................... 39 39 15.7 82 57 26.9
Milepost 29, center of track opposite............... 39 37 30.8 82 56 50.4
Circleville, in north side of courthouse grounds, iron post
stamped ‘“'Prim. Trav. Sta. No. 4, 1906, Ohio”’....| 39 36 02.8 82 56 46.2

 

 

 

Geographic positions along highways near west border of quadrangle.

 

 

Latitude.

 

Station. Longitude.
fo} I ww ° t “
T road to east on township line, 36 feet northeast to
J. B. Deon’s mail box, 24 feet west to old gatepost.| 39 34 00.8 82 57 16.8
Section Coriierss cs 22s casex ees Ga evsmetsaawseerses 39 34 00.8 82 57. 30.2
T road to west, 39 feet northwest to corner fencepost,
40 feet southwest to D. E. Phillips mailbox...... 39 32 16.0 82 58 00.4
Center of bridge over creek flowing southwest...... 39 31 31.7 82 58 02.5
Nash’s corners, crossroads ...........-...00% Nifaatle 39 30 31.0 82 58 20.7

 

 

 

Geographic positions along highways near north border of quadrangle.

 

 

 

 

 

Station. Latitude. Longitude.
° ‘ w ° , “
Ashville, 0.5 mile east of; T road west on range line,

24 feet due east to cross on fence post............ 39 42 50.4 82 56 39.3
Ts. 2 and 9 N., Rs. 21 and 22 W., corner secs........ 39 42 44.4 82 56 39.3
Greenfield schoolhouse, crossroads on north and south

range line between Rs. 21 and 22, 36 feet northwest

to corner schoolhouse fence, 39 feet southwest to

north end hedge fence ......... 6 eee ener eee ee 39 43 23.5 82 56.36.6 ,
336 PROGRESS REPORT

Geographic positions along highways near north border of quadrangle—Concluded.

 

 

|
Station. a |

 

 

 

 

 

1, 6, 31 and 36, corner Of......... eee seen eee

 

 

Latitude. Longitude.
Schoolhouse, about 700 feet south of; crossrouds 24 ° ’ ” ee
feet southeast to corner fencepost, 22 feet southwest

to corner fence pOSt......... 0... eee eee cree eee 39 43 21.2 82 55 13.5
T.9N., R. 21 W., corner secs. 3, 4,9 and 10........ 39 43 36.3 82 53 26.5
T.9N., R. 21 W., corner secs. 2, 3, 10 and 11, about

0.25 mile south of; on east side of road at T road

east, iron post stamped ‘Prim. Trav. Sta. No. 5, 1906,

Ohio” siaces hwetesWeceadeieneevers eh ore Genes 39 43 25.5 82 52 16.1
Crossroads, 27 feet southwest to corner fence post, 25 :

feet southeast to G. W. Payne’s mail box......... 39 43 22.7 82 51 05.1

- Fairfield and Pickaway counties, crossroads on. line

between, 27 feet southeast to corner fence post, 33

feet northwest to guide post.................... 39 43 21.6 82 49 52.0
Center of bridge over creek flowing southwest...... 389 43 31.2 82 48 30.9
T. 13 N., R. 20 W., secs. 4 and 5, stone at north cor-

MOP OL gr etsns a eaaseye ietane dots Inia Nias Ue tases Guna 39 44 02.8 82 47 29.0

Geographic positions along highways near east border of quadrangle.
Station. Latitude. Longitude.
Royalton, at southeast corner of public schoolbuilding;}; ° ' ” oe
northwest corner of foundation to church bears N. 55°

E., distance 59.6 feet, southeast corner of foundation

to school building bears N. 43° 15' W., distant 6.3

feet; tron post stamped ‘Prim. Trav. Sta. No. 6, 1906,

Ohio” ws2s eeheigueeerad sa% Sexe easeeed eeeee ses 39 43 35.6 82 45 59.0
Royalton, 1.33. milessouth of; crossroads, 21 feet

northwest to willow tree at corner of fence, 27 feet

southwest to telephone pole.................000. 39 42 26.2 82 45 46.4
Royalton Cemetery, crossroads, 23 feet northeast to

telephone pole, 27 feet southeast to corner fence post] 39 41 17.1 82 45 46.2
Royalton Cemetery, 1 mile south.of; forks of road, 34

feet east to cross on corner fence post, 39 feet

southeast to telephone pole..................00. 39 40 37.9 82 46 08 .2
Royalton Cemetery, about 2 miles south of; road west,

23 feet southwest to Osage Orange tree, 23 feet

southeast to telephone pole...................-. 39 39: 56.7 82 45 37.0
Amanda, in west part of; forks of pike, 72 feet north-

west to guidepost, 21 feet north to corner fence post} 39 39 03.6 82 45 07.6
Amanda, 0.75 mile east of; on east side of pike at T

pike to west, cross cut on southwest corner of stone

culvert bears N. 12° W., distant 36.5 feet; cross cut

on southeast corner of stone culvert bears N, 22° 15'

E., distant 26.9 feet; iron post stamped ‘Prim. Trav.

Sta. No. 7, 1906, Ohio”.... 0... kk eee eee 39 38 44.4 82 43 37.9
Road east on township line between Ts. 12 and 13...| 39 38 34.6 82 43 46.0
Amanda, (T. 13), Clear Creek (T. 12), Hocking (T. 14),

Madison (T. 13), all North, Rs. 19 and 20 W., secs. .

39 38 33.2 82 43 22.8
TOPOGRAPHIC SURVEY.

337

Geographic positions along highways near east border of quadrangle—Concluded.

 

 

Station.

Latitude.

Longitude.

 

Crossroads, 225 feet west of corner secs. 11, 12, 13 and

T. 12 N., R. 20 W., corner secs. 11, 12, 13 and 14....
Oakland, in north part of, T road west of section line,
24 feet, northwest to mail box No. 85, 45 feet south-
west to corner blacksmith shop..................
Crossroads on line between secs., 30 feet northwest to
corner fence post, 36 feet southwest to corner fence
DOSb snes save neis Miandad wingude GER Ain Sakina N Mae
Clear Creek township, on line between Fairfield and
Pickaway counties, stone corner to sections 34 and
35 (8. corner), T. 12 N., R. £0 W...... 0.20200 .,
T. 11 N., R. 20 W., Salt Creek township, on county
line, north corner, secs. 2 and 3, 16 feet south to
CrOSS ON Pate POSt «6 cage cas eoeLe els Masha t eres oneded
Tarlton-Stringtown pike crossing Columbus and
Southern Railway ..............00... 0 eee eee
Salt Creek, north corner of bridge over............
Stringtown, in southwest corner of William Ballard's
pasture; southeast corner of Levi Imer's store bears
N. 24° W., distant 62.4 feet; cross cut on last end of
stone culvert bears S. 18° W., distant 38.5 feet; in top
of sandstone post 6 by ro by 36 inches aluminum
tablet stamped ‘‘Prim. Trav. Sta. No. 9” ..........
T. 11 N., R. £0 W., sees. 14, 15, -2 and 23, corner
of at crossroads, 33 feet northwest to willow tree,
27 feet southeast to corner post................
T. 11 N., R. £0 W., sees. 13, 14, £3 and 24, corner of
at schoolhouse, 21 feet north to cross on fence post

 

° t ”

39 36 52.1
389 36 52.1

39 36 00.8

39 35 08.5

39 33 24.

le

39 33 23.8

39 32 18.7
39 31 35.38

39 30 03.5

39 30 46.7

39 30 43.0

 

 

82 44
82 44

82 46

82 46
82 46

82 46

”

43.
40.

34.

10.

05.

12.
17.

27.

16.

 

Magnetic declination, east border of quadrangle, —0° 10’ 17” west.
Magnetic declination, north border of quadrangle, +0° 37’ 39” east.
Magnetic declination, west border of quadrangle, +1° 17’ 00” east.

22—T. S.
338 PROGRESS REPORT

HOCKING AND VINTON COUNTIES.
(Laurelville Quadrangle.)

The line starts from an adjusted position at Stringtown and follows
highways to Black Jack P. O., thence south to Barton triangulation sta-
tion.

Geographic positions along highways near north border of quadrangle.

 

 

Station. Latitude. Longitude.

 

T.11N., R. 20 W., east corner secs. 18 and 24,online) ° ' ” OF ae
between Hocking and Pickaway counties, at T
road west, 18 feet northwest to mail box 21, 25 feet

southwest to arrow On post ........-.... eee eee 39 30 39.3 82 44 10.5
T. 12 N., R. 19 W., Perry township, west corner secs.
DSA GAG: csc eae ein Saas damwen Re weuse Bete 39 30 42.5 82 44 10.5

T. 12 N., R. 19 W., corner secs. 19, 20, 29 and 30,
about 0.33 mile west of; T road east, 27 feet north-
west to cross on large sycamore tree, 24 feet north-
east to J. C. Anderson’s mail box................ 39 29 45.3 82 43 30.0

T road to north, on section line between, 27 feet
southeast to wooden mail box, 18 feet south to

G. H. McClelland’s mail box ................0008 39 29 48.0 82 42 00.8
T. 12 N., R. 19 W., corner secs. £0, 21, 28 and 29 .....| 39 29 41.8 82 42 00.8
South Perry, south end of bridge at crossroads.....-.. 39 29 47.8 82 40 19.3
South Perry, 1 mile east of; T road to north, 15 feet

south to cross on end fence post................. 39 29 51.9 82 39 11.2
Mound Crossing schoolhouse, in front yard of; south-

east corner of foundation to schoolhouse bears N.

44° E., distant 40.5 feet, north corner of lower

step to entrance to front yard bears S. 12° E.,

71.6 feet, iron post stamped “Prim. Trav. Sta. No. 8,

1906; Ohio” oy .cepuver says oon oto aim lapeile us 39 30 22.0 82 37 25.2
Laurel Township, T. 12 N., R. 18 W., west corner secs.

TB ANA 19 crake satiate ede send sh Saw nou eee Se 39 30 21.8 82 37 25.8
Perry, T. 12 N., R. 19 W., east corner secs. 13 and 24

(gate poSt COrMEr) 2.6... eee tee eee 39 30 24.5 82 37 25.6

Rockhouse, T road north, 27 feet northwest to end of :
board fence, 32 feet northeast to corner picket fence] 39 29 38.8 82 36 53.7
Moore’s saw mill, just south of; T road to north, 21
feet west to center of small bridge, 18 feet south-
west to west end of gate....... 0... cee cece eae 39 29 54.1 82 35 21.0
Gibisonville, east of; at schoolhouse, crossroads, 63
feet north to corner fence, 60 feet northwest to cor-
ner fence: POSt «2.2. vas eecdeveuwes #e4 Ae ee eealeees 39 30 02.6 82 33 36.8
Gibisonville, 1 mile east of; just south of M. N. Mc-| °
Cowen’s residence, set on west side of road; nail in
locust tree bears N. 30° E., distant 44.3 feet; nail in
locust trce bears S. 40° 30' E., distant 33.9 feet; tron
post stamped ‘Prim, Trav. Sta. No. 9, 1906, Ohio”..| 39 29 54.2 82 32 41.2

 

 

 
TOPOGRAPHIC SURVEY.

339

Geographic positions along highways near north border of quadrangles—Concluded.

 

 

Station.

Latitude.

Longitude.

 

Bridge over Pine creek, just northeast of; T road
north, cross on fence poSt ................00000.
Zion Church, T road east, 20 feet south to center of|
bridge, 18 feet east to arrow cut on board fence. ...
T. 12 N., R. 18 W., Laurel township, east corner secs.
QIANG ISO? v5 ccegiuw. Wa ihaetup diy aad ecesuaaieer ee Aianea a a tes
Black Jack post office, (discontinued), T road to
south of; 30 feet east to guidepost, 34 feet west to
north end of water trough ................-.004
Barton triangulation station, on a flat cultivated ridge in
section 18, Washington township, owned by Wm.
Barton who lives 0.25 mile west of station; occupied
by U. S. Coast and Geodetic Survey in 1884-5. Sta-
tion mark: A marble post 30 by 6 by 6 inches set 28
inches in the ground; over an earthenware pyramid.

Top of post marked ete

marks: 3 marble posts 30 by 4 by 4 inches as follows:
(1) true azimuth 99° 53’, distance 140.25 feet; (2)
true azimuth 54° 31', distance 175.8 feet; (3) true
azimuth 338° 12', distance 437.75 feet.............

 

Reference

 

° , ”

39 28 10.3

39 28 31.3

39 28 13.8

39 28 05.1

39 26 22.32

 

82 32 06.0

82 30 34.6

82 30 30.2

82 29 30.0

82 29 46.50

 

Magnetic declination north border of quadrangle, 0° 29’ east.

 

IIOCKING AND VINTON COUNTIES.

(Laurelville Quadrangle.)

The line starts from Barton triangulation station and follows public
highways to near southeast corner of quadrangle, thence west to adjusted

position at Gilliespieville.

Geographic positions along highways near east border of quadrangle.

 

 

 

 

 

Station. Latitude. Longitude.
° , uv ° ig u
Stone on township line at north end of wire fence.....] 39 26 29.7 82 30 39.8
Joseph Earnhart’s blacksmith shop, T road east
about 400 feet northeast of; 45 feet east to southwest
corner of bridge, 26 feet northeast to crosson fence.| 39 25 10.6 82 31 23.4
Old residence site, T road south at, 33 feet north to
cross on board fence, 29 feet southeast to corner of
Old yardéss siadeverge witeedeseoecs mea hetns de 39 24 06.0 82 31 02.3
T. 11 N., R. 18 W., corner secs. 24 and 25, east corner,
stake at junction of fences .........06eee eee eens 39 23 56.4 82 30 52.4
340 PROGRESS REPORT

Geographic positions along highways near east border of quadrangle—Concluded.

 

 

 

 

 

Station. Latitude. Longitude.

Ts. 12 and 13 N., R. 17 W., corner secs. 6 and 31,) ° ’ ” Pd

west corner, stone at topped hickory............. 39 23 44.8 82 380 52.4
Hue postoffice, at northwest corner of H. S. Honnold’s

yard, nail in locust tree bears N. 62° 15' W., distant

9.6 feet; nail in locust tree bears N. 20° E., distant 6

feet, tron post stamped “Prim. Trav. Sta. No. 10,

O06 fascias arial ee eae, wij ye eae A 39 23 25.1 82 31 06.7
Hocking and Vinton county line, center of road at,

rail fence east and west about 700 feet north of

N. R. Pettit’s residence ..........0000.0000 000s 39 22 12.9 82 32 03.2
Millharn schoolhouse, forks of road, 15 feet north to

.._ large White Oak sc ¢-ais va oie casera pee Rakes Y os 39 21 22.0 82 32 39.4

Stella postoffice, crossroads, 27 feet southeast to north-

west corner of old building, 43 feet southwest to

saSSafras StuMp ........0. 000 cece eee eee eens 39 20 55.1 82 33 05.0
Stella postoffice, forks of road 1.25 miles southeast of;

15 feet south to Frank Allen’s mail box, 30 feet

northwest to stump............ 2.00.00 c eee ee 39 19 59.4 82 32 18.2
Centenary Church, T road south about 0.25 mile

northeast of; 9 feet south to center of small bridge,

18 feet west to E. Reinhart’s mail box............ 39 19 12.4 82 32 33.0
Ts, 11 and 12 N., R. 17 W., west corner to secs. 6 and

31, west side of Mr. Davis’ farm, and 27 feet north

of junction of fences ............. 00. cee eee eee 39 18 24.5 82 31 23.1
H. J. Westcoat’s residence, T road north, 37 feet

northwest to arrow on fence, 26 feet southeast to

PUIAE POS bias los 2c sted Pala cgun teaceea Due Saud ba arses a leaer 39 18 14.9 82 31 37.6
Curry schoolhouse, T road west, 0.25 mile southeast

of; 21 feet south to center of small bridge......... 39 17 45.1 82 32 30.0
T road west, 9 feet southeast to west end of box :

CUIVEFE: s2.cegyeongsyer Gbnee nad ana dence was ores 39 16 59.6 82 32 17.7

 

Geographic positions along highways near south border of quadrangle.

 

 

 

 

 

Station. Latitude. Longitude.
McArthur, 3.75 miles northwest of; 0.25 mile west of J.| ° ' 7% ee eae
T. Hartley’s residence, north side of Old State Road,
nail in apple tree bears S. 35° 45’ W., distant 53.7
feet, nail in gum tree bears N. 56° 30' W., distant
25.3 ject; tron post stamped “Prim. Trav. Sta. No.
EE; 906; OMIOR 220 2. ioe eae she Maes atid mavetuisl panda 39 16 40.1 82 32 09.0
Schoolhouse, rail fence on south side of Old State Road
at T road north just west of ...............00 005 39 16 13.9 82 34 31.7
T.9N., R. 18 W., corner secs. 4, 5, 8 and 9, at Allens-
ville, stone in Schoolhouse yard .............-+55 39 16 23.9 82 36 13.3
TOPOGRAPHIC SURVEY.

341

Geographic positions along highways near south border of quadrangle—Concluded.

 

 

 

Station. Latitude. Longitude.
° , ao o - “
Allensville, crossroads, center of intersection........ 39 16 21.4 82 36 24.0
Allensville, T road north, 1.33 miles west of, 21 feet

east to southwest corner of covered bridge........ 39 16 28.4 82 37 48.2
Line between ranges 18 and 19 W., center of Old

State Road, rail fence south ...............0..0. 39 16 16.8 82 38 37.1
Allensville, 2.5 miles west of; south side of Old State

Road, 1-6 mile west of James Anderson’s residence,

30 feet east of T road south, iron post stamped “Prim,

Trav. Sta. No. 12, 1906, Ohio” .................. 39 16 12.8 82 39 04.7
Troad north, 30 feet east to center of small bridge...| 39 16 18.3 82 39 46.0
T.9 N., R. 19 W., corner secs. 10, 11, 14 and 15, stone,

JANG: SOUTH. a ccoauaicintinn sce Mad eenmadnane aan wa 39 15 43.9 82 40 57.6
Private road south in hollow ..................... 39 15 04.4 82 42 33.7
Gillespieville, T road south, 4 miles east of; 15 feet

south t6: puldepost.c: gas onesiyaawheead eaaeea Bee 39 14 49.1 82 43 33.5
Vinton-Ross County line, road south .............. 39 15 10.2 82 45 30.9
T.9N., R. 19 W., stone corner secs. 18 and 19, west

corner, Vinton and Ross county line ............. 39 15 07.5 82 45 31.2
Gillespieville, in ground of George Radcliff; southwest

corner of Radcliff’s residence bears N. 25° 45’ E.,

distant 98.9 feet; northeast corner of Radclifj’s general

store bears S. 35° W., distant 126.3 feet; in top of

sandstone post 6 by 10 by 30 inches, aluminum tablet

stamped ‘Prim, Trav. Sta. No. II? .......2..0... 39 16 01.9 82 47 24.4

 

 

 

Magnetic declination, east border of quadrangle, +0° 28’ west.
Magnetic declination, south border of quadrangle, +0° 25’ west.
342 PROGRESS REPORT

VINTON AND JACKSON COUNTIES.
(Jackson Quadrangle. )
The line starts from bench mark No. 11 and follows highways south

to Hamden Junction, thence along Baltimore and Ohio Railroad to Ber-
lin, thence along Cincinnati, Hamilton and Dayton Railroad to south

border of quadrangle.

Geographic positions along highways.

 

 

 

Station. Latitude. Longitude.
° , uw °o v | a
Pawpaw schoolhouse, T road north, 1 mile south of; :
27 feet west to small bridge.................00.. 39 15 44.0 82 32 26.9
Pawpaw schoolhouse, 2.5 miles south of; £0 feet
southwest to corner rail fence, 31 feet southeast to
LACIE Oak wants su eon eacnitd s-anlaueeen Se See ee ae Fae 89 14 25.5 82 32 40.3
F. W. Hatfield’s residence, T road north, about 500
feet east of; 12 feet east to gate poSt.............. 39 13 36.0 82 32 48.2
Bridge, road south just east of .................00. 39 12 16.9 2 32 33.9
Ts. 8 and 9 N., R. 18 W., east corner stone secs. 1
ANd BGi Cader cmctin cece Se adeiian spe ere mean nae aa 39 11 43.4 82 32 05.4
Hamden Junction, T road west 1.5 miles north of;
18 feet due west to center of small bridge.......... 39 10 47.8 82 31 30.2

 

 

 

Geographic positions along Baltimore and Ohio Southwestern Railroad, Hamden

Junction to Berlin.

 

 

 

Station. Latitude. Longitude.
° / wu ° , u
Hamden Junction station, road crossing Baltimore .
and Ohio Southwestern R. R. 820 feet north of....| 389 09 37.6 | 82 31 23.9
Vinton-Jackson county line, south rail track ....... 39 08 37.5 82 31 59.4
Hamden Junction, 0.75 mile south of; northwest corner’
of Jno. Potter’s field at pike crossing, center of cross-
ing bears N. 9° 30' W., distant 74.6 feet; iron post
stamped ‘Prim, Trav. Sta. No. 13, 1906, Ohio” ....| 39 08 34.9 82 31 56.6
Wellston, pike crossing 5-6 mile north of station...... 39 07 57.8 82 31 47.9
"WellStOn Stations iss ccocdie'y Sacids oe tinea dad Set wanes “| 89 07 19.8 82 32 09.2
Wellston, crossing of Cincinnati, Hamilton and Day-
ton R. R. at cement plant ...........0.6.. 00088 39 06 42.4 82 32 12.3
Milepost 51, road crossing east and west 850 feet
SOUCH OF ay an au seen ied eee Rees PE Let aE ees oe hE 39 05 33.9 82 32 16.1
Berlin, crossing of Cincinnati, Hamilton and Dayton
Ri cRinsiirs ut oa cats eonenes aur Wiita serene kanguned 39 04 50.0 82 32 33.5

 

 

 
TOPOGRAPHIC SURVEY. 343

Geographic positions along Cincinnati, Hamilton and Dayton Railroad, Berlin to

 

 

 

Rockyhill.

Station. Latitude. Longitude.

° , n ° f wu
Milepost 48, pike crossing north and south.......... 39 03 50.4 82 32 22.5
Milton and Bloomfield township line .............. 39 02 28.9 82 32 05.4
Burris station, road crossing, 0.25 mile north........ 39 01 42.0 82 31 43.4
T.8N., R. 17 W., corner secs. 5,6, 7and8.......... 39 01 35.8 82 31 49.9
Ridgeland station, pike crossing .................. 39 00 50.9 82 31 30.2
Rockyhill station, road crossing 1 mile north of...... 39 00 05.8 2 32 21.7

 

 

 

Magnetic declination, north border of quadrangle, + 0° 25’ west. -
Magnetic declination, east border of quadrangle, —0° 03’ east.
Magnetic declination, south border of quadrangle, —0° 01’ east.

 

JACKSON, GALLIA, LAWRENCE AND SCIOTO COUNTIES.
(Oakhill Quadrangle.)

The line starts at northeast corner of quadrangle and follows public
highway to adjusted position at Glade. A line starts from an adjusted
position at northeast corner of quadrangle and follows Cincinnati, Ham-
ilton and Dayton Railroad south to Gallia station, thence along highways
to Wagner triangulation station. A line starts from Wagner triangula-
tion station and follows highways west to adjusted position near Lyra
postoffice.

Geographic: positions along highways near north border of quadrangle.

 

 

Station. Latitude. Longitude.

 

Rockyhill station, pike crossing Baltimore and Ohio
BOR ¢ sia sel anes scan Saeco a aon asd eaiudi aeons uate eels 88 59 21.5 82 32 40.6
Rockyhill station, 0.75 mile south of; northeast corner
of J. N. Evans’ field at east and west road crossing,
ceyter of road crossing bears N. 44° 15! E., distant
27.2 feet; iron post stamped ‘Prim, Trav. Sta. No.

14, 1906, Ohio” .... 06. ee ee eee 38 58 58.8 82 32 39.6
T. 6 N., R. 18 W., east quarter corner secs. 13, at

road west at jog... 0.0... cece ees 38 59 02.3 82 33 33.0
T road north near quarter corner between secs. 13

and 14, 9 feet south to south end of box culvert...| 38 59 10.5 82 34 41.2

Keystone station, pike crossing Baltimore and Ohio
RailPOad. «cca necds ca oacre ts act Ried wae eae ene 38 59 16.4 82 36 19.4

 

 
344 PROGRESS REPORT

Geographic positions along highways near north border of quadrangle—Concluded.

 

 

Station. Latitude. Longitude.

 

Keystone station, 1.66 miles west of; in southwest corner] ° ' ” Site
of Wm. Cloar’s field at T road east, cross cut on
southeast corner of bridge abutment bears S. 50° W.,
distant 37.5 ject; junction of roads bear S. 7° W., dis-
tant 34 feet; iron post stampcd ‘‘Prim, Trav. Sta. No.
15, 906 JOWIG wacacesa eas Seedae te bnetam ve ene 38 59 23.4 82 38 13.1

Franklin Grange Hall, Jackson and Mabee pike, at
road northeast, 0.2 mile southwest of; 18 feet south-
east to mail box No. 14, 21 feet west to center of

Be decay canteens weve nanan ema 38 58 30.7 2 39 35.6
T.6N., R. 19 W., corner secs. 13, and 24, east corner,
junction of fences at southeast corner of woods....| 38 59 08.1 82 40 22.7

Fairview schoolhouse, T road south, 0.5 mile north-
west of; 22 feet northwest to walnut tree, 25 feet
southeast to cross cut on small gum tree.......... 88 59 24.9 Sz 41 12.9

Jackson pike at road south, -7 feet southwest to
white oak tree, 21 feet southeast to corner wire

PONCE: sears aiid AAG tks weaned HOES Sd oatE tee Be RSS 38 59 48.4 82 43 28.1
Cove, east and west road crossing, Detroit Southern
R. R. 0.5 mile southwest of ...........0....000. 39 00 35.4 82 45 09.2

Glade, in Jno, Whitman's wood pasture; 40 fect south
of road crossing; east side of north and south road,
spike in north face white oak bears S. 14° 10' E., dis-
tant 27.3 feet; spike in white oak bears S, 46° E., dis-
tant 31.6 feet; tron post stamped “Prim, Trav. Sta.
NOS 20? 2 apiece eaten acai Tifa liiec. ce as sede. Aidit oe 39 00 44.6 82 46 58.50

 

 

 

Geographic positions along highways near east border of quadrangle.

 

 

 

Station. Latitude. Longitude.
° , wn” ° t au"
Coal shaft, road crossing at siding .............-... 88 57 35.6 82 31 56.3

Rempel station, 600 feet north of; in stone cut, tablet
stamped 688 ‘Prim. Trav. Sta. No. 16, 1906, Ohio”’.| 38 56 28.3 82 31 21.6
Milepost 37, road crossing north and south 0.3 mile

SOUL WESTOL™ chee a goecea gcd aU nate baie WO Ghar oe 388 55 34.7 82 31 37.7
MeKitrick’s, road crossing 700 feet north of......... 38 54 33.2 82 32 28.6
T.7N., R.17 W., corner sees. 17, 18, 19 and 0, corner

is marked by stake £0 feet northeast of large white :

GANS HTEC! 3 Aad eu owreGhaan Sate oem aees es TLeE 38 54 35.4 82 32 52.0
Milepost 34, road crossing east and west 60 feet

TIOPOH AOL: ieee a atgeah oS aie sor mnecn nese et mba Genie Amba Oe 38 538 41.5 82 32 38.3

INilchen, road crossing just south of station bears N.
85° 30' W., distant 81 fect, at southwest corner of T
road west, iron post stamped “Prim. Trav. Sta. No.
[45 F906 ORIG” x aseciceeians lane saaen ena Ses WS Be 38 52 12.3 82 32 31.9

 

 
TOPOGRAPHIC SURVEY.

345

Geographic positions along highways near east border of quadrangle--Concluded.

 

 

 

Station. | Latitude. Longitude.
° , ” ° , “"
Kitchen, road crossing 1 mile south of ............. 88 51 33.0 32 32 13.1
Line between Jackson and Gallia counties .......... 38 51 02.3 82 31 47.9
Milepost 30, road crossing north and south 300 feet
CASLOE wdc shignoan e aie haa la awe Gs Sak eS Bea cere 88 50 31.7 82 31 21.5
Gallia station, road crossing just south of water tank..| 38 49 49.6 82 31 04.9
Fork of road, elev. 851.8 painted on north end of
CUIVELE ic. 22 cists he eS naa Raoul ame Ben de 38 48 21.0 82 29 18.3
T.6N.,R 17 W., corner secs. 28, 24,25 and 26...... 38 48 06.0 82 28 46.7
Wagner triangulation station; a bald hill in Green-
field township 1.5 miles northwest of Cadmus
P. O.. 0.5 mile south of Gallia-Portsmouth pike. on
land of Jacob Wagner; station mark: a sandstone
post 30 by 15 by 15 inches set 28 inches in the
ground, top dressed 9 by 9 inches, with a bronze
triangulation tablet cemented in top, marked ‘‘Ohio”| 38 47 24.58 | 82 28 21.88

 

 

 

Geographic positions along highways near south border of quadrangle

 

 

Station.

Latitude.

Longitude.

 

Marion Childers’ farm, road southeast from pike, 27
feet south to small apple tree, 54 feet northeast to
telephone pole: «iyi aaiees ouess Geeettiey sad eues

Gallia-Lawrence county line, 0.25 mile north of; south
corner of crossroads, 3.5 miles west of Wagner tri-
angulation station, nail in maple bears N. 21° W.,
distant 4o feet; nail in hickory bears S: 25° W., dts-
tant 30.8 feet, tron post stamped ‘'Prim. Trav. Sta.
Now 18, 1906; Ohio. syan%s034 Seeeueteeaseseues

T. road north, 24 feet west to apple tree, 21 feet
southeast to dead tree .......... 0. eee eee

Lloyd’s store, smal! apple tree in triangle, T road
northeast 0.25 mile northeast of store..........-.

Cincinnati, Hamilton and Dayton Railroad at Gallia-
Lawrence county line ............ 0.000.020 eae

Ts. 4, 5and 6 N., Rs. 17 and 18 W., southwest corner
of Gallia county corner is obliterated but a Mr.
Jones pointed out within a few feet of the origina]
location, and I blazed a black oak tree at thai
POM: exci ee "ody egal d Rees fA aA aR RES

Olive Furnace station, 0.5 mile northeast of, north side
of Cincinnati, Hamilton and Dayton Railroad at
road crossing, joint of south ratl at crossing bears .>.
45° 30' E., distant 39.5 feet; tron post stamped
“Prim, Trav. Sta. No. 19, 1906, Ohio” .,.........

 

88 47 50.2

38 47 16.1

38 46 53.1

38 47 07.4

38 46 42.

a

38 46 44.1]

38 45 36.|

 

29

31
31
33

34

34

37

58.

12

44.

44

50.

38

24.
346 PROGRESS REPORT

Geographic positions along highways near south border of quadrangle—Concluded.

 

 

Station Latitude. Longitude.

 

Olive Furnace, crossroads 1 mile.southwest of; 26 feet
northwest to small elm, 39 feet north to small] ° /’ 7” oe ®
BYCAMMOTEMTEE iiss wie wa cane ew eaiys Rares we ee ee pt 388 45 22.6 82 38 40.4

Noith and south line between Lawrence and Scioto
counties, 14 feet east to maple tree, 26 feet north

to junction of fences at road southeast............ 38 45 25.8 82 39 43.6
T.3 N, R. 18 W., north corner secs. 5 and 6, large
white oak tree just east of Madland postoffice ...... 88 45 48.1 82 40 49.7

Bridge over Piney creek, T road east about 600 feet
northeast of; 30 feet north to gate hinge, 25 feet

northwest to cross on board tence...............- 38 46 15.7 82 42 19.6
Andre station, private road crossing D. T. & 1. R. R.

1, WUE MOTE OL aie hy 8 dudiavecaaned wendiggad Rie Gek eae snus 88 45 37.2 8&2 43 38.6
Andre station, road crossing 70 feet south of......... 38 44 47.6 82 44 06.2

T. 3 N., R. 19 W., stone corner secs. 3, 4, 9 and 10,
at junction of fences 1 mile northwest of Andrew

StAGLON «5 cou 556s aden ere ere te ah Oe ae sy ahem ura G athe 88 45 08.8 82 45 00.8
T road west, 24 feet northwest to E. Stricklands mail .
box, 24 feet southwest to cross on fence post...... 38 45 22.70 | 82 46 38.00

 

 

 

Magnetic declination, north border of Oakhill quadrangle, —0° 01’ East.
Magnetic declination, south border of Oakhill quadrangle. +0° 24! west.
Magnetic declination, southeast border of Oakhill quadrangle, —0° 35’ east.

 

1907.
PRIMARY TRAVERSE.

ASIILAND, COSHOCTON, HOLMES, KNOX AND WAYNE COUNTIES.

(Brinkhaven, Coshocton, Dresden, Millersburg, Mt. Vernon, New Comers-
town, Perryville and Plimpton Quadrangles. )

The following geographic positions on U. S. Standard datum, for
the control of the above quadrangles, were determined from primary
traverse run by C. B. Kendall, assistant topographer, in August and
September, 1907. The lines were run as follows: Beginning with posi-
tion of Primary Traverse Station No. 56, 1906, the line runs west to
Tunnel ITill, thence along the Cleveland, Akron and Columbus Railroad
to Killbuck, thence west along the same to Baddon Pass, where it con-
tinues west along public roads to a point 1 mile north of Brinkhaven,
thence north along the Pennsylvania Railroad to Greersville (Hdlam
station), thence west along highways to Wesley Chapel. Here the line
TOPOGRAPHIC SURVEY. 347

branches, south along highways via Danville and Este to position at
Fallsburg, and north along highways via Loudonville to adjusted position
at Hayesville.

The second line begins at Kidron Primary Traverse Station No. 38,
1906, and runs west along highways to copper bolt in abutment of Pitts-
burg, Ft. Wayne and Chicago Railway bridge No. 121, near Millbrook,
where it turns south via Paint Valley and Welcome to position at Kill-
buck, thence east along highways via Charm post-office to Primary Trav-
erse Station No. 40, 1906, thenee south to Baltic, and continues south
along Pittsburg and Lake Erie Railroad to West Lafayette, where it is
tied to Primary Traverse Station No. 58, 1905.

BRINKHAVEN. QUADRANGLE,

Geographic positions along the Cleveland, Akron and Columbus Railroad from Tunnel
Hill northward.

 

 

Station. Latitude. - Longitude.

 

Tunnel Hill, center of T. road south 1 mile east of,
10 feet south to center of triangle, 40 feet south-

west to Maple <2 s,0¢saaw peed ae saree seaaee es .| 40 15 19.6 82 02 02.6
Tunnel Hill, road crossing 1 mile northof.......... 40 16 12.0 82 02 09.0
Tunnel, north end Of... 2.1.2... 000s cece eee eens 40 16 34.1 82 01 53.7
Warsaw, road crossing 2.6 miles south of, 40 feet east

TOD POndWESE: cis cide gc giek oo GH elglkd ga wate aaa oes 40 17 23.7 82 00 47.2
Warsaw, road crossing at siding 1.6 miles south of,

200 feet west to covered highway bridge.......... 40 18 17.2 82 00 35.3

Warsaw Junction station, crossing of T. W. V. & O.
and Cleveland, Akron and Columbus Railroad, 100
fE6tCaSHOP cases case tek akan Hewes eae se dana ee 40 19 43.8 82 00 27.6

Baddow Pass, center of highway bridge over Cleve-
land, Akron and Columbus Railroad at north end
Of SUMMIE CUE. 2cscicc eae eee GRE Sea eee Res we 40 29 32.7 82 08 39.5

 

 

 

Geographic positions along highways.

 

 

Station. Latitude. Longitude.

 

Crossroads near top of hill, 30 feet southwest to corner
fence post, 25 feet southeast to corner of fence ....
Brinkhaven, center of triangle at forks 1 mile north of .

bop
Ss
Now
oo
or
oat)
ay
~% 00
to &
HO
aS
wh
oa
wn

 

 

 
348 PROGRESS REPORT

Geographic positions along Pennsylvania Railroad near Mohican River.

 

 

 

Station. Latitude. Longitude.
° t “ ° , a
Mohican River bridge, center pier of .......... ....| 4029 48.4 | 82 11 22.2

 

 

 

Geographie positions along highways near west border of quadrangle.

 

 

 

 

 

 

Station. Latitude. e Longitude.

Danville, center of T 10ad east 1.75 miles southeast} ° / ” an ae

of, £00 feet north to forks to northwest, 5 feet east

to center of triangle, 40 feet northeast to mail box.| 40 26 02.1 82 14 39.9
T road west, 15 feet. south to culvert, 30 feet north-

west to stump corner post to wire fence .......... 40 25 19.7 82 14 42.2
Danville, crossroads 3 miles south of, 30 feet south-

east to oak, 50 feet northeast to corner picket fence.}| 40 24 37.8 82 14 44.0
T.7N., R. 10 W., stone corner secs. 17. 18, 23 and 24,

north edge of T road to west 500 feet south of red

bari cae penis eee avec ia gs whe curiae cae 1.) 40 23 59.2 82 14 45.5
Two-story white house, center of, T road to north

700 feet: WEStOF oa e kei ea eee ewe hee a RR EEA E 40 23 09.9 82 14 17.5
Zuck, center of triangle at 3 corners at north end of

bridge over Kokosing River 0.25 mile east of...... 40 22 45.4 82 14 13.7
Brush Run, school house, 4 corners 150 feet north-

east of, 10 feet northwest to center of plank bridge,

150 feet north to center Brush Run bridge........ 40 22 05.4 82 14 34.3
Brush Run school house, at northeast corner; 150 feet

northeast to 4 corners; iron post stamped “Prim. Trav.

Sta. No. 19, 1907, Ohio”...... 0. eee eee 40 22 04.2 82 14 35.5
Brush Run school house, center of triangle at forks 1

mile south of, roads to west and southeast........ 40 21 22.2 82 14 35.6
Esto, 1 mile west of, stone on north edge of east and

west at, T road north 2... c20c6. cc10bhagwa eens 6: 40 20 00.8 82 14 47.5
Esto, T road south, 25 feet southwest to front yard

gate, 45 feet northwest to store door ............ 40 20 03.2 82 13 48.1
Ts. 5 and 6 N., R. 10 W., stone corner to secs. 2, 3,

22 and 23, Butler-Jackson Township line.......... 40 18 43.2 82 18 51.1
Ts. 5 and 6 N. R. 10 W., corner secs. 2, 3, 22 and 23,

center of triangle at forks 0.3 mile south of, 900

feet west to Dennis Chapel, 30 feet northeast to

lOeCUSE TOO? cas tears ate cette gone tesa e ea eile + 40 18 25.4 82 13 53.0
Dennis Chapel, T road northeast 0.75 mile’ south-

west of, 30 feet east to center of triangle, 30 feet

north to telephone pole................00200 00+ 40 17 55.4 82 14 17.8
Top of hill, crossroads near, 40 feet northeast to

maple tree, 40 fect northwest to wild cherry tree...| 40 17 13.8 82 14 34.0
Dennis Chapel, T road north 2.5 miles south and 0.5

MME WESHOL 5 wg egccae ce ae Se ey he ES ae Oe 40 16 21.0 82 14.34.9
TOPOGRAPHIC SURVEY.

349

Geographic positions along highways near west border of quadrangle--Concluded..

 

 

 

Station. Latitude. Longitude.
Mt. Zion Church, guidepost at 5 corners, 250 feet] ° / ” Sr tole
northwest of, guidepost is marked ‘Fallsburg 3 '
3-4 mi., New Castle 8 mi., Bladensburg 3 mi.”...... 40 15 17.1 82 14 53.1

 

 

 

Declination, east border of quadrangle 2° 12’ west; west border, 2° 51’ west; north

border, 2° 09’ west.

 

FRAZEYSBURG QUADRANGLE,

Geographic positions along highways near Fallsburg.

 

 

 

Station. Latitude. Longitude.
° + uw ° , uw
Second class T road east, 10 feet east to oak: 15 feet
southeast,;to.oak: 229 ees ehasg Bieas dec oes ees HAs 40 14 08.3 82 14 01.6
Fallsburg, Charles Smith’s mail box in triangle at forks
150 feet east of covered bridge over Wakotomeka
Creek about 1.5 miles north of.................. 40 13 18.9 82 14 16.2
Mat Frost’s mail box ............. 000 cece eee ees 4{) 12 S14 82 15 26.8

 

 

 

PLIMPTON QUADRANGLE.

Geographic positions along highways near west border of quadrangle.

 

 

Station.

Latitude.

Longitude.

 

South Loudonville station, cross streets just west of
Main street crossing T. W. V. & O. R. R., 35 feet
southwest to telephone pole, 35 feet northwest to
ME PIE CREO! 5-5 oad qe nich dae cali hs nA ded baie eae

Loudonville, near center of southeast quarter of city
park, 115 feet east of center of Market Street, and 150
‘eet south of center oj Main Street, northwest corner of
Firsi Presbyerian Church bears S. 213° East,
distant 188.6 feet; northeast corner of First Baptist
church bears S. 68 1-1° West, distant 103.3 fect; iron
post stamped ‘‘Prim. Trav. Sta. No. 20, 1907, Ohio .

Loudonville, cross streets at water trough in north
edge of, 40 feet southwest to water trough, 30 feet
northeast to maple ............. 2 ce eee eee ee

 

40 38 08.7

40 38 06.4

40 38 25.7

 

82 14 26.7

82 13 59.2

82 13 50.2
350 PROGRESS REPORT

Geographic positions along highways near west border of quadrangle—Concluded.

 

 

Station.

Latitude.

Longitude.

 

Loudonville, crossioads, 1 mile north of, 40 feet south-
west to apple tree, 30 feet northeast to telephone
POle se41 Ge sis ee a GeO e Ek Bed oes Se Leu teed ey ss

Loudonville, guidepost in angle of forks 300 feet north
of brick schoolhouse, 2 miles north of, guidepost
marked ‘Hayesville 8 mi., Loudonville 2 mi
Perryville 5 mi., McKay 3 mi” ............---+5.

Loudonville, guidepost in triangle at 4 corners, 3 miles
north of, guidepost marked “Hayesville 7 mi.,
Loudonville 3 mi., Mohican 4 mi., Tylertown 8 mi”

McKay, center of triangle at T road east 0.6 miles
SOULMNOE carnage mannose oan ean ns dears but Od

Ts. £0 and 21 N., R. 16 W., corner secs. 14, 15, 17
aNd 1S wri caays Se wtahn oe amie kas doen ee SRS

McKay, crossroads, 30 feet southwest to northwest
corner of store, 12 feet northwest to southeast
corner of scale house .......... 0.000 eevee eee ee

McKay, 1 mile north of, stone in center of road,
quarter Section COrmer..... 02... eee eee

McKay, crossroads 1.25 miles north of, Ts. 20 and
21 .N., R. 16 W., corner sees., point is in center of
quadrangle formed by 4 stones set about 5 feet
POPU ie eice peas, Brck Hives:ilguby bse ausntan diene ldise okie nee S Deane wae a

Hayesville, center of triangle at forks of road 2.5
miles southeast of, 30 feet northwest to guidepost,
marked “Jeromes 5 mi., London 7 mi”...........

Wesley Chapel. cente: of triangle at 4 corners 200
feet northeast-Of 224 cencs eas webes eA SaaS

Wesley Chapel Cemetery, on west edge of Danville and
Loudonville road at southeast corner of, 3.6 meles
northeast to Greersville, 4 miles south to Danville;
iron post stamped “Prim. Trav. Sta. No. 18, 1907,
Ohio”: 55595 ces ch earee med og he oN ete alii Ges

 

40 39 10.

40 40 04.

40 40 42.
40 41 48.

40 41 48.
40 42 22.
40 43 07.
40 43 32.

40 44 19.

40 30 11.

40 30 10.

wo

 

 

82 13 39.3

82 14 14.5

82 14 34.2

oO
nN
ie
>
ro
aD
nN

82 14 27.0

82 14 27.

nm

82 14 27.4

82 15 33.7

1930

82 15 34.3

 
TOPOGRAPIIIC SURVEY. 351

Geographic positions along Cleveland, Akron and Columbus Railroad, Killbuck to

 

 

 

 

Glenmont.
Station. Latitude. . Longitude.
° t ” ° t u”
Killbuck. road crossing 1 mile west of, 250 feet east
to milepost C. 76......... 0.06. c ccc ee eee 40 30 15.5 82 00 21.0
Killbuck, road crossing 1,5 miles west of station...... 40 30 33.2 82 O1 45.0
Milepost C. 73, road crossing 1,000 feet east of....... 40 30 28.0 82 03 17.9
Stone Works, second class road crossing at siding to..} 40 30 42.7 82 04 20.5
Glenmont station, in northeast corner of grass plot at
northwest corner of, 40 feet north of center of main
track; tron post stamped ‘Prim. Trav. Sta. No. 17,
1907; O10! s cssciecadas ek eae kes ee wee ER eee RES 40 31 02.4 82 05 26.5
Glenmont station, road crossing 1 mile west of, 200 feet.
west to milepost C. 70 ..............0.... 02 eee 40 30 39.0 82 06 28.6
Steel trestle, center of track over road crossing rear
COSHONGOL ehucakiise da idagad Snawecs ee Li abe ee 40 30 01.8 82 08 05.7

 

 

Geographic positions along Pennsylvania Railroad near Greersville.

 

 

Station. Latitude. Longitude.

 

Mohican River highway bridge, road crossing about

500 feet sOuth Of 0.65 ccc cece e eee eee terenresee 40 30 32.8 82 11 04.6
Edlom station, or Greersville post-office, Main street:
crossing T. W. V. & O. R. R. 75 feet south of...... 40 31 21.2 82 11 59.9

 

 

 

Geographic positions along highways.

 

 

Station. Latitude. Longitude.

 

 

Center of triangle at T road south, 200 feet west of
another T road tosouth ...........-0 0. sees eeee 40 30 58.4 82 12 20.4
Greersville post-office, 1.5 miles southwest of, tele-
phone pole and T. E. Greer’s mail box in center of
triangle at T road west ....---.-.-- essere eee eee 40 30 43.2
T road north, center of triangle ...-......-....... 40 30 29.9
T road southeast 5 feet southeast to center of tri-
angle, 40 feet south to guideboard marked “Millers-
burg 14 mi., Holmesvilie 7 mi., Wooster 7 mi’”’.....| 40 42 45.8 82 00 28.4
Shreve, crossroads 1 mile north of, 20 feet northwest
to large maple, 30 feet southeast to dead mulberry..| 40 41 50.8 82 01 11.0
Shreve, Market Street crossing Pittsburg, Fort Wayne
and Chicago R. R., 100 feet east of............... 40 40 57.9 82 01 21.6
Shreve, T road south, center of triangle 1 mile south
of, Wayne-Holmes County line .............50., 40 40 05.3 82 01 19.9

CO CO
Ww
me
oo bo
or or
Or
mh

 

 

 
PROGRESS REPORT

Geographic positions along highways—Concluded. —

 

 

Station.

Latitude.

Longitude.

 

Shreve, center of triangle at forks of road 2 miles
south of, 35 feet south to guidepost ‘‘ Holmesville
6 mi., Shreve 2 mi., Welcome 9 mi”..............

Shreve, crossroads 3 miles south of, 25 feet southwest
to guideboard, ‘Holmes 6 mi., Big Prairie 5 mi.,
Welcome 8 mi., Shreve 3.5 mi.’”’, 25 feet northwest
to corner of wire fence ............ 00 eee eee eens

Shreve, near guidepost at junction of the Holmesville-
Loudonville road with road south to Killbuck 4 miles
south of, 6 miles west of Holmesville and 5 miles east
of Danville; iron post stamped ‘Prim. Trav. Sta.
N0..23, 1907, Ohi0? i. sacs ee eae ees Sa Bee ee ons

Center of triangle at T. road south ,30 feet southeast
to: Prim. Trav. Sta. .N0,.23...4000csas eda teens

Hopewell Church, crossroads, 25 feet northeast to
southwest corner of cemetery fence, 30 feet south-
east to northwest corner of buggy shed, 80 feet
northwest to southeast corner of church..........

Tron bridge over Paint Creek, center of triangle at
3 corners, 450 feet north of, 30 feet northeast to
guideboard ‘Millersburg 6 mi., Paint Valley 1.5
mi., Holmesville 7 mi., Shreve 7 mi., Nashville 6
nih, Wel@omeé: 3° mis..; c2.csc0¢0e2004 2k Ode nase

Welcome, east end of watering trough at crossroads
2 miles north of, 50 feet southwest to guideboard
“Welcome 2 miles, Paint Valley 1.5 miles, Millers-
burg 6 miles, Nashville 5 miles,” 25 feet east to
hickORy (EE. 2. ess eee eet teehee as HAR EE EOE

Center of triangle at T road north, 40 feet west to
guideboard ‘Welcome 1 mile, Millersburg 6 miles,
Paint Valley 2 miles, Shreve 9 miles,” 40 feet east to
HICKORY pau ecwiire tin cesta ee Bee Sere es CSS

Welcome, Anderson's store, crossroads 130 feet west
of, 40 feet southeast to bridge over Hog Run, 40
feet southwest to guidepost “Killbuck 4 miles,
Nashville 5 miles, Glenmont 5 miles, Millersburg
GTS he eo da Sa RR RS TARE ee ewes

- Welcome, oak tree in center of triangle at forks of
road 1 mile southeast of

 

40 39 16.1

40 38 19.6

40 37 26.5

40 37 26.7

40 36 20.7

40 35

40 34 36.

to

40 33 =

40 32 47.4

40 32 00.1

 

Dn
ro

01

01

0l

01

2 01

01

01

00

01

00

03.3

15.8

28.8

28.0

28.8

17.6

17.4

56.4

21.1

49 .5

 

Declination, east border of quadrangle, 1° 55’ west.
Declination, west border of quadrangle, 2° 12’ west.
Declination, south border of quadrangle, 2° 09’ west.

 
TOPOGRAPHIC SURVEY. 353

PERRYVILLE QUADRANGLE.

Geographic positions along highways near east border of quadrangle.

 

 

Station. Latitude. Longitude.

 

Wesley Chapel, T road west 1 mile north of, 5 feet] ° ’ 7” a
west to center of triangle, 15 feet southeast to
Ina ple ULES ois ore eae ath enter Ewes Be Soest Pachded kod 40 31 03.9 82 15 48.9
Wesley Chapel, crossroads 2 miles north of, 40 feet
southwest to 3 mail boxes ..............0..0000. 40 32 00.7 82 15 31.2

Knox-Ashland County line, crossroads 1 mile south
of, 15 feet north to cherry tree, 35 feet west to
center of triangle, 40 feet east to two mail boxes in

PEIAM IE ony Soe Sete NOW nik baw Macnee dape RE tomers Rucace 40 33 02.0 82 15 34.5
Center of road at Knox-Ashland County line........ 40 33 48.9 82 15 40.0
Junction of Danville-Loudonville road and State road,

center of triangle, 30 feet southwest to guidepost

‘Loudonville 5 miles, Danville 9 miles, Mt. Vernon

17 miles,” 30 feet horth to telephone pole......... 40 34 15.9 82 15 47.3
T. road east, 25 feet north to telegraph pole, No. 328,

45 feet south to peach tree on bank.............. 40 34 49.3 82 15 47.7

Loudonville, center of triangle at forks, 3 miles south
and 1.5 miles west of, 180 feet southwest to bridge
over Pine Run, 35 feet southwest to guidepost
“Mt. Vernon 19 miles, Loudonville 3 miles,” 25
feet north to telephone pole..................... 40 35 42.8 82 16 00.1

Loudonville, crossroads at south end of covered bridge
over Clear Fork 2 miles south of, 60 feet north to
south end of bridge ......................000.. 40 36 23.3 82 15 36.4

Loudonville, T road west 1.5 miles southwest of, 40 ;
feet southwest of telephone pole No. 3163, 35 feet
northwest to corner picket fence................ 40 37 07.6 82 15 04.3

North and south section line, second class road to
south at bend of road to north, 12 feet east to

telegraph pole painted No. 1242................. 40 44 59.1 82 15 35.8
Hayesville, primary traverse station tablet stamped

UL QA4 CLOVE scene Heys HAN SERA abe So HL BR 40 46 21.8 82 15 43.3
Hayesville, 4 corners 1.25 miles south of, 25 feet
southeast to board painted vertically 1,2,3,4 and 8] 40 45 17.:
Hayesville, center of fountain at intersection of Main
and South Locust and North Mechanics Sts ....... 40 46 22.2 82 15 43.7

to
Co
lo
e
cr
w
on
aI

 

 

 

Declination, east border of quadrangle, 2° 12’ west.

23—T. 8. si
354 : PROGRESS REPORT

MILLERSBURG QUADRANGLE.

Geographic positions along highways near north border of quadrangle.

 

 

Station.

Latitude.

Longitude.

 

T. 16 N., R. 11 W., corner secs 25, 30, 31 and 36.....
Kidron, crossroads 1.5 miles west of, 25 feet south-
west to guide board ‘Orville 7 miles , Mt. Hope 7
miles, Apple Creek 3.5 miles, West Lebanon 7 miles,”
25 feet southeast to 2 mailboxes ................
T. 16 N., R. 12 W., corner secs. 25, 26, 35 and 36,
crossroads at cheese factory 2 miles west of Kidron .
Apple Creek, center of crossroads 1.25 miles southeast
of, 40 feet southwest to guidepost “ Fredericksburg
6.25 miles, Orville 8 miles, West Lebanon 10.75
miles, Apple Creek 1.25 miles,” 50 feet northeast
TO: OBIE cite 2c y en eS a dseth Bate San Rase lane aunlemseiRemaie @esiaes
Apple Creek, T road south 1 mile southeast of, guide-
post ‘‘Apple Creek 1 mile, West Lebanon 11 miles,
Mt;:Eaton:8 miles” «: 23 ee: ¢eeve. See 44 nee HESS
Apple Creek station, State road crossing Cleveland,
Akron, Columbus R. R., 300 feet west of........ ate
Center of triangle at forks of road at northwest edge
of Apple Creek roads, 35 feet northwest to guide-
post ‘Moreland 8 miles, Fredericksburg 5 miles,
Wooster 5.5 miles, Apple Creek 0.5 miles.”........
T road south, 10 feet south to plank bridge, 25 feet
southwest to guidepost ‘Fredericksburg 4 miles,
Moreland 7 miles, Apple Creek 1 mile”............
T. 16 N., R. 12 W., corner secs. 25, 26, 30 and 31......
Apple Creek, Ts. 15 and 16 N., Rs. 12 and 13 W.,
corner secs. 25, 30, 31 and 36, in northeast corner of
sec. 36 at crossroads 3 miles west of Apple Creek;
tron post stamped “Prim. Trav. Sta. No. 21, 1907,
Ohi0’” acs sos cigs ce Mere pa gees ka Ea OH
Apple Creek, T road east on north and south line
between secs. 35 and 36 about 4 miles west of, 25
feet northeast to guidepost “Apple Creek 3 miles,
Wooster Road 2 miles, Moreland 4.5 miles,” 5 feet
east to center of triangle ..:..........0 eee eee eee

Church, crossroads, 30 feet southwest to northeast] .

corner of church, 22 feet east to guideboard ‘‘ Woos-

 

ter 5 miles, Fredericksburg 4 miles, Apple Creek
3.5 miles, Moreland 4 miles” ............++++-5-
T. 15 N., R. 13 W., quarter corner between secs. 34
and 35 (stone corner), 25 feet south to center of;
T road South; s.5.c.c.0ho eeaiae et HO Eee BP eaes es
Millbrook, crossroads 1 mile east of, T. 15 N., R. 18
W., center of section 33, 20 feet southwest to large
oak, 30 feet north to telephone pole.............-

 

° , ”

40 44 28.4

40 44 28.5

40 44 28.0

40 44 27.6

40 44 27.3

40 44 56.0

40 45 19.9

40 44 43.7
40 44 30.6

40 44 29.8

40 44 12.7

40 44 00.3

40 43 46.7

40 44 00.9

 

 

° , u”

81 45 57.2

81 46 32.4

81 47 07.5

81 48 59.5

81 49 28.5

81 50 09.7

81 51 04.0

81 51 50.0

81 52 38.2

81 52 38.4

81 53 47.0

81 53 56.1

81 54 56.6

81 56 40.1
TOPOGRAPHIC SURVEY.

355

Geographic positions along highways near north border of quadrangle—Concluded.

 

 

Station.

 

Latitude.

 

Longitude.

 

Millbrook village, 1 mile northeast of, 5 miles southwest
of Wooster, at T road east, on west side of Wooster
and Shreve road at.northeast corner of Chas. Parts
field; iron post stamped ‘Prim. Trav. Sta. No. 22,
F907 OHIO” 3.03 asie-enss deewisnes Meee sed mean gan Be

Millbrook village, east edge of Main road at T road
northwest 0.5 mile southeast of, 35 feet north to
corner of fence, 50 feet southwest to guideboard
“Blockley 5 miles, Moreland 3 miles, Wooster 6
miles, Shreve 3 miles’ 100 feet southwest to T
POAC CASE. ds eiccdeas ced nek ata adr am ak RE

40 43 59.6

40 43 19.5

 

81 59 33.0

81 59 56.9

 

Geographic positions along highways near south border of quadrangle.

 

 

Station.

Latitude.

Longitude.

 

Killbuck, 1 mile north and 0.5 mile west of, center of
triangle at crossroads, 40 feet north to Smith’s
mail box. 50 feet east to pump..................

Killbuck, 0.25 mile northwest of, center of triangle at
POTKS OL TOs. 2x 0int chee Rh aed etwas Bede eae

Millersburg, 4 miles south of, center of triangle at T
road east, 35 feet northeast to corner of picket
fence; 45 feet southeast to telephone pole ........

Center of triangle at forks of road to southwest and
west, 25 feet north to cherry tree, 35 feet south to
telephone pole, 40 feet east to walnut tree........

Old Grade post-office, center of triangle at T road
east, 40 feet southeast to corner of yard fence, 15
feet west to center of north and south road........

Old Grade post-office, crossroads 1 mile east of, roads
to east, west and south, second class road to north,
25 feet southeast to picket fence, 60 feet west to
LOPKS ue vGdr ean ias Hite pRETA Ree Rw a

Saltillo, forks of road to southwest and west, 0.75
mile southwest of, 40 feet southwest to mailbox, 15
feet northwest to wire fence................0055

Saltillo, outside of fence corner in angle of forks of road
at blacksmith shop, roads east and southeast; tron
post stamped ‘‘Prim. Trav. Sta. No. 24, 1907, Ohio’.

Saltillo, center of triangle at forks..................

Saltillo, 4 corners at White Schoolhouse 1 mile south-
east of, public road northeast, second class road
southwest, 50 feet northeast to southwest corner of

- Schoolhouse, 50 feet south to elm................

 

40

40

40

40

40

40

40

40
40

40

31

30

30

30

30

30

31
31

30

01.5

29.3

40.1

15.2
15.2

46 .3

81

81

81

81

81

81

81

8I
81

 

 

81

59

59

55

53

51

50
50

50

a”

42.

27.

39.

53.
53.

Ihe

’
356 PROGRESS REPORT

Geographic positions along highways near south border of quadrangle—Concluded.

 

 

 

Station. Latitude. Longitude.
Saltillo, 1.5 miles southeast of, center of triangle at) ° ' ” Ces He eae
T road west, 30 feet northwest to farmgate........ 40 30 33-4 81 49 30.9
Trayers Wool Factory, center of iron bridge over
Dowdys Work. sos seseeavdes ees oh veer a enreeeges 40 30 09.7 81 48 21.9
Trayers Wool Factory, 0.5 mile northeast of, center
of triangle at T. road west, 25 feet north to corner
fence post, 30 feet southeast to forked hickory..... 40 30 19.5 81 48 04.2
Charm, T road east, 30 feet west to office door, 25
feet northeast to telephone pole................. 40 30 24.0 81 47 08.3
Charm, 1 mile east of, center of triangle at T road
north, 170 feet west of T road south............. 40 30 22.7 81 46 13.7
Killbuck station, 450 feet west of, in north end of east
abutment to Cleveland, Akron and Columbus R. R.
bridge across Killbuck Creek, aluminum tablet stamped
“Prim. Trav. Sta. No. 16, 1907,".............0... 40 30 11.8 81 58 59.1

 

 

 

Declination, north border of quadrangle, 2° 14’ west.

Declination, west border of quadrangle, 1° 55’ west.

Declination, south border of quadrangle, 2° 37’ west.

 

COSHOCTON QUADRANGLE.

Geographic positions along the Cleveland, Akron and Columbus Railroad, Warsaw

to Killbuck.

 

 

 

 

 

Station. Latitude. Longitude.
° t u” ° t ”
Warsaw, road crossing | mile northeast of.......... 40 20 07.3 81 59 21.6
Warsaw, road crossing 1.33 miles northeast of ....... 40 20 11.5 81 58 12.7
Warsaw, road crossing 1.75 miles northeast of....... 40 20 30.9 81 57 37.4
Killbuck creek, center of iron bridge over........... 40 21 19.8 81 57 38.6
Metham station, north end of road crossing 500 feet
NOTCH WESHOL sade es eda tae sae paged Adenia le eA ee 40 22 05.9 81 59 05.6
Metham station, 1.25 miles northeast of, center iron i
bridge over Killbuck creek..............000000 65 40 23 00.3 81 58 10.7
Blissfield station, road crossing main track 150 feet
WIESE IOL, naistuicesscinSi nde shalahee a ptet ccs sae d oun mutants ate tans 40 24 01.2 81 58 11.2
Blissfield station, in northwest corner of Dr. C. W.
Lepley’s front yard 25 feet south of, road crossing,
150 feet southwest of, 12 feet southeast to northwest
corner of Dr, Lepley’s office; iron post stamped “Prim. $
Trav. Sta. No. 15, 1907," 2.0... cee ee eee 40 24 01.1 81 58 10.9
Helmick station, road crossing ...........-+++ +005. 81 56 42.9

40 23 59.0
POPOGRAPHIC SURVEY. 357

Geographic positions alonz the Cleveland, Akron and Columbus Railroad, Warsaw to
Killbuck—Coneluded.

 

 

 

 

 

 

 

 

 

 

Station Latitude. Longitude.
Layland Sand and Stone Company’s works, main| ° /' ” ie
track opposite northeast corner ................. 40 25 25.1 81 57 40.2
Layland, road crossing just north of station......... 40 26 12.0 81.57 59.4
Layland station, center pier of iron railroad bridge
over KiJlbuck Creek 1.25 miles north of........... 40 27 16.1 81 58 16.1
Killbuck, 1.66 miles south of, second class road cross-
LINDE eey aca as ts cu Rc eee oe ere hanes Rl & aeaa 40 28 12.3 81 58 41.4
Killbuck, road crossing at south edge of ........... 40 29 37.0 81 58 59.3
Geographic positions along highways near north border of quadrangle.
Station. | Latitude. Longitude.
° t “ ° t u“
Killbuck, center of triangle at T road west 0.75 mile
southeast of, 20 feet south to large stone.......... 40 29 22.4 81 58 39.7
Killbuck, guidepost in triangle at T road south 1.25
mile east of, ‘‘Coshocton 21 miles”............... 40 29 25.3 81 57 59.6
T.9N., R. 13 W., corner secs. 7,8, 13 and 14........ 40 29 39.6 81 56 59.3
E. C. Sheplers residence, T road west opposite, 15
feet east to front gate, 30 feet north to telegraph
POLE pacic pci ae es gene ala aa clalesa ain aaisald al 40 29 26.0 81 55 41.5

 

 

Declination, east border of quadrangle, 2° 18’ west.
Declination, west border of quadrangle, 2° 12’ west.
Declination, north border of quadrangle, 2° 37’ west.

 

NEW COMERSTOWN QUADRANGLE.

Geographic positions along highways near west border of quadrangle.

 

 

Station. - Latitude. Longitude.

 

 

T. 8 N., R. 5 W., quarter corner between secs. 9 and

12, T road east 0.5 mile west of Farmerstown ...... 40 29 21.6 81 44 12.9
Farmerstown, telephone pole in center of triangle of
crossroads, 50 feet east to top of hill ............ 40 29 14.1 81 43 42.6

Farmerstown, 1.5 miles south of, 4 corners, 20 feet
southwest to guideboard ‘‘New Bedford 2.5 miles,
Baltic 3 miles, Sugar Creek 5 miles,” 20 feet south-
east to west end of stone at north end of culvert....| 40 27 58.8 81 48 40.9

 
358 : PROGRESS REPORT

Geographic positions along highways near’ Baltic.

 

 

|
Station. : Latitude. - Longitude.

 

° t ” ° , y

T.8N., R. 5 W., corner secs. 19, 20, 21 and 22, (stone

COMMER) genes ashaeas doe Sactldehandtannesys RE oe ak eee 40 27 35.6 81 43 41.7
Holmes-Coshocton County line, corner secs ......... 40 26 42.4 81 43 43.7
Holmes-Coshocton County line at bend of road to

east 1 mile west of Baltic.................000005 40 26 41.1 81 42 4
Baltic, intersection of Main and Maple streets....... 40 26 26.3 81 42 18.1
Baltic, at southwest corner of Baltic Hotel at northeast

corner of Main and Maple Streets, iron post stamped

“Prim. Trav. Sta. No. 25, 1907, Ohio” ............ 40 26 26.5 81 42 16.9

 

 

Geographic positions along Wheeling and Lake Erie Railroad, Baltic to West Lafayette

 

 

| |
Station. Latitude. Longitude.

 

° t “a ° t a

Baltic, 1.5 miles south of, road crossing, 100 feet ;

northeast of milepost Z 46 .........6 00. c eee eee 40 25 34.2 81 43 13.5
Baltic, 2.5 miles southwest of, road crossing, 540 feet

south of milepost C 99..........0.0. cece eee eee 40 24 37.6 81 43 13.3
Chili station, 1 mile northeast of, center of trestle over

road trossing, 350 feet south of milepost Z43,C101.} 40 22 59.2 81 43 05.5
Chili station, road crossing 150 feet south of......... 40 £2 08.0 81 43 39.2
Chili station, in northwest corner of crossroads 100 feet

south and 23 feet east of W.&.L. E.R. R.; tron post).

stamped ‘‘Prim. Trav. Sta. No. 26, 1907, Ohio” ....| 40 32 08.3 81 43 38.9
Chili station, road crossing 1 mile south of.......... 40 21 19.2 81 44 05.5
Fresno, 1.1 miles north of, road crossing, 260 feet

south of milepost Z 40,C 104..............00.055 40 20 39.2 81 44 04.2
Fresno, at southeast corner of public school grounds,

northeast corner foundation of school building bears

N. 49 1-4° west, distant 189.2 feet; top of ornamental

ball on northwest corner of bridge over White Eyes

Creek bears S. 48 6° east, distant 55.2 feet; iron post

stamped “Prim. Trav. Sta. No. 27, 1907, Ohio”..... 40 20 00.2 81 44 33.7
Fresno, road crossing 1 mile south of............... 40 19 11.6 81 44 38.7
Fresno, road crossing 2 miles south of.............. 40 18 16.9 81 44 50.8
West Lafayette, Fresno and West Lafayette road

crossing Wheeling and Lake Erie railroad 1.5 miles

North OF wsadever Hg sewwaggir wise cuewieane as eae gs 40 17 51.9 81 44 53.2
West Lafayette station, Kirk Street crossing Pennsyl-

vania railroad 100 feet east Of .... 6... ee eee 40 16 36.5 81 45 04.2
West Lafayette, “Prim. Trav. Sta. No. 58,1905" ...| 40 16 33.3 81 44 50.2

 

 

 

Declination, west border of quadrangle, 2° 18’ west.
TOPOGRAPHIC SURVEY. : 359

MT. VERNON QUADRANGLE.

Geographic positions along highways.

 

 

 

Station. b Latitude. Longitude.
|
White schoolhouse, T road west just north of, 20 feet] ° '’ ” OME ih
southwest to center of triangle, 10 feet east to
telephone poles sis caycicaves see eed woe tad eunes x 40 29 18.8 82 15 47.4
Center of triangle at forks, 20 feet west to telegraph
pole, 30 feet north to telephone pole.............. 40 28 22.9 82 16 24.2

Danville, center of main east and west and north and
south streets, 70 feet southeast to corner of brick :
store, 75 feet southwest to corner of frame store...}| 40 27 05.1 82 15 37.8

Danville station, Main street crossing of Cleveland,
Akron and Columbus railroad .................. 40 26 42.4 82 15 39.2

 

 

 

Declination, east border of quadrangle, 2° 51’ west.

 

PRIMARY TRAVERSE.

ATHENS, HOCKING, MORGAN, NOBLE, PERRY AND WASHINGTON COUNTIES.
(New Lexington, Caldwell and MeConnelsville Quadrangles. )

The following geographic positions on U. 8. Standard datum were
determined from primary traverse by C. B. Kendall, assistant topog-
rapher, in July and August of 1907. The line begins with adjusted
position of New Lexington, C. & M. V. R. R. station, and follows high-
ways south to Brooks triangulation station. Thence beginning at a point
about 1 mile south of New Straitsville the line follows highways east via
Murray, Bishopville, Stockport, and Beverly to Lowell; thence north to
Keith P. O., where it turns west along highways via McConnelsville and
Portersville to adjusted position at MeCuneville.

NEW LEXINGTON QUADRANGLE.

Geographic positions along highways, New Lexington south.

 

 

Station. Latitude. Longitude.

 

New Lexington station, center of main track Cincin-
nati and Muskingum Valley Railroad, opposite ....| 39 43 08.7 82 13 00.0
New Lexington, Perry County court-house, in east face
at southeast corner, aluminum tablet stamped ‘‘Prim.
Trav. Sta. No. 1, 1907, Ohio”................... 39 42 50.3 82 12 29.4

 

 
360 PROGRESS REPORT-

Geographic positions along highways, New Lexington south—Continued.

 

 

Station.

Latitude.

Longitude.

 

New Lexington court house, 0.7 mile south of; T. 15
N., R. 15 W., section corner under corner of out-
house 150 feet east of public road................

New Lexington court house, 2.2 miles south of; forks
road south and southeast, center of triangle......

Bristol, about 1.25 miles north of; T. 15 N., R. 15 W.,
quarter-section corner stone, no numbers .........

Bristol, at east edge of; public T road to north, cen-
terol triangle: osse pep gincin dea desc mnt caden nase

Bristol, at west edge of; four corners at store and
schoolhouse, 80 feet southwest to northeast corner
Of BCHOOIMOUSE: 55 iis ce decane ey eho ead Bose we

Bristol, 1 mile south of; forks public road east and
southwest, center of triangle .........---....---,

Bristol, 1.5 miles south of; second class T road to
east, T. 15 N., R. 15 W., east and west section line

Pike and Salt Lick townships, east and west line be-
tween, center of main 110 feet north of second
CASS TOA AO WEST, acc cad id ges he aus aS eee

McCuneville, 0.75 mile north of; road crossing Balti-
more and Ohio spur track to Job’s mines.........

McCuneville, at northeast edge of; road crossing Bal-
timore and Ohio spur track to Job’s mines.......

AcCuneville, at northwest edge of; public schoolhouse,
set 2 feet in front of east end, iron post stamped
“Prim. Trav. Sta. No. 2, 1907, Ohio”............

McCuneville, 1 mile southeast of; road crossing Balti-
more and Ohio Railroad, center of track.........

Shawnee, Shawnee-Straitsville road crossing the
Zanesville and Western Railroad, between freight
and passenger stations, center of main track......

T. 14.N., R. 15 W. stone section corner, 0.5 mile

' southwest of Shawnee, near private coal mine, on
hill about 300 feet northeast of.................

T.14N., R. 15E., 0.7 mile southeast of Shawnee, four
corners on east and west section line............

New Straitsville, 0.75 mile northeast of; T. 14 N., R.
15 W., stone section corner, on hill 450 feet west of
road and in line between Salt Lick and Straitsville
RO WNSWIDS s gs kee aus. ahd yee ia OG eR Se a Soe Bw A AS

New Straitsville, opposite Columbus and Hocking
Coal and Iron Co.’s office, junction of Main and
Glare StréétS cow sc adiena dict nes son owed ae dae Bes

New Straitsville, at southeast edge of; forks of public
road south and southeast, 140 feet south to mine
motor road crossing, 40 feet southeast to signboard,
“Colgate 2 mi., Murry City 5 mi., Crawford school-
NhOwse L2G Maly. a ee aisch a weds dans Sak ROTI SER BS © He's

 

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39

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41

40

40

40

39

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38

38

37

37

36

36

35

35

35

34

34

55.
58 .

07.

08.

30.

49.

17.

43.

48.

09.

59.

44.

40.

20.

i)

to

 

82

s

13 57.

13 48.

13 30.:

14 00.

13 18°.

13 30.

14 22.

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to

to
TOPOGRAPHIC SURVEY.

361

Geographic positions along highways, New Lexington south—Concluded.

 

 

Station.

Latitude.

Longitude.

 

New Straitsville, 1.5 miles southeast of; forks of pub-
lic roads south and southeast, signpost..........
Ts. 13 and 14 N., R. 15 W., corner secs. 5, 6, 31 and
32, 1.75 miles southeast of New Straitsville, 120
feet east of center of road and on Perry and Hocking
county line, in small field, tile at corner of sections
Perry-Hocking county line, 0.75 mile south of; forks
of public roads south and southeast, center of tri-
angle 26.6.5. ee ee ee sy HGR Da ad atta cca heh
Sandrun, 2.5 miles north of; four corners, public
crossroads, 15 feet north to top of small hill, 60
feet west to chestnut oak ................0000-.
Sandrun, 1.25 miles north of; T road to east, center
of bridge on north and south road...............
Sandrun, at north edge of; forks of roads north and
northwest, center of triangle ....................
Sandrun, public schoolhouse, at northwest corner, iron
post stamped “Prim. Trav. Sta. No. 3, 1907, Ohio’. .
Carbonhill, at north edge of; forks of roads north and
northwest, 10 feet east to corner of garden, 50 feet
northwest to telephone pole ....................
Carbonhill railroad station, £00 feet west of; road
crossing Hocking Valley Railroad, center of track. .
Carbonhill station, 0.75 mile south of; road crossing
new railroad grade just south of schoolhouse, center
Of traehs Sees tas Bee 5G 2 EE BA See ees
Brooks triangulation station of U. S.C. & G. S., on a
' wooded ridge near northern line of Section 19, Ward
‘Township, 3 miles north of Nelsonville. Station
mark: A marble post 29 by 6 by 6 inches set 22 inches
in ground above a square earthenware pyramid 5
inches high. Top of postis marked“ U.S.C.&G.S.”

39 33 42.

39 33 35.

39 32 56.

39 32 49.
39 31 57.
39 31 10.

39 30 49.

39 30 16.

39 30 03.

39 29 28.

39 29 O1

lo

to

.86

 

82 13 22.9

82 13 27.7

wt

82.13 24.!

82.13 388.1

82 13 53.4

82 14 19.0

82 14 55.0

82 14 47.4

82 14 59.6

82 13 55.39

 

Geographic positions along highways, New Straitsville east.

 

 

 

 

Station. Latitude. Longitude.
fo} , uw” ° y "
New Straitsville, 1.75 miles southeast of; Hocking
and Perry county line crossing the New Straitsville-
Murray ROBO: seus ung eee athe deo be awe dae 39 33 34.2 82 13 15.2
Coalgate, 0.5 mile north of; forks of road north and
west, center of small bridge..................... 39 33 14.3 S212 Lal
Coalgate, about 0.5 mile south of; second class road
north up valley, center of small bridge...........] 89 32 42.0 82 11 30.6
Murray station, 0.5 mile north of; road crossing Hock-
ing Valley Railroad, center of track ............. 39 31 15.8 82 10 01.9
362 PROGRESS REPORT

Geographic positions along highways, New Straitsville east—Concluded.

 

 

 

Station. Latitude. Longitude.

Murray station, Hocking Valley Railroad, 30 feet) ° ’ ” Oo eae

south of; center of track at street crossing........ 39 30 51.0 82 09 58.2
Murray, 0.75 mile northeast of; forks of road on ridge

second-class T road to southwest, center of main ;

TOA 28 eds oo cs coy Nie es BRE SR he oe BER eee 39 31 23.5 82 09 34.5
Murray, 1.5 miles northeast of; road to north on top

of hill 300 feet southeast of dwelling, 110 feet north

to bending oak, 20 feet east to top of hill, 15 feet

South LO'SHUMP xs gaan ce cds Gah wae eos nee ) 39 31 51.0 |. 82 09 02.8.
Dwelling on top of ridge, T road to south, 10 feet

south to corner of picket fence, 25 feet northwest

to southeast corner of dwelling..............+--- 39 32 04.2 82 07 53.4
James Brunten’s mail box in triangle at T. road to

SOU: (ors ce edna teed amen ae BOD 4 ee aie grad lors 39 31 59.3 82 03 26.7
McLeish, road crossing the Zanesville and Western

Railroad, center of main track...........-.2054- 39 32 09.1 82 06 07.4
McLeish, T road to east, 120 feet south of Sunday

Creek, center of pike................ ange Pease 39 31 56.6 | 82 06 07.6
McLeish, 0.8 mile east of; T road north, center of

AIANSIE.< Kehoe oe dnnsee Pete RA ie Awad e+ eges bate 39 32 05.8 82 05 15.6
T.11N., R. 14 W., north and south section line, center

of Toad. at CLOSSING \se.c sy ccu vals series das ga et 39 32 04.5 82 05 11.5
Burroak, 1 mile south of; T road to west, center of

tPSH EE: sia vie Vas ease ee Hy eae BO OSs BES ee eee 39 31 46.8 82 04 22.5
Burroak, 1.5 miles south of; road crossing the K. &

M. R. B., 100 feet east of covered bridge over creek,

center Of 4racli. ccs sccasgesannd otsaknr neat ..| 39 31 30.0 | 82 04 16.9
Bishopville, 0.6 mile northwest of; west entrance to

tNNel 424 Glows se eee Sarees des uet mee Se 39 31 08.8 82 03 15.8
Bishopville, Main Street crossing the M. C. & C. R. R.,

center OF track: wccce kb tne eee toa eee hee 39 30 46.4 82 02 53.2
Bishopville, at southeast corner of Christian church and

Masonic hall, iron post stamped ‘‘Prim. Trav. Sta.

No.4; 1907, Ohio” oc 2c ceca navne cose eh tae eee 39 30 47.2 82 02 58.6
Bishopville, 0.8 mile east of; forks of road to east,

pike to northeast, 30 feet east to locust tree, 40 feet

WESE TO WAIN tii: cid do peices ease Se eg-ais CHES x 39 30 40:6 82 02 11.9
Bishopville, 1.25 miles northeast of; at five corners,

walnut tree on west edge of pike...............- 39 30 57.8 82 01 37.1
Bishopville, 2.1 miles northeast of; T road to east,

25 feet north to oak, 35 feet southwest to locust

tree, center of triangle............ 6... cee eee 39 31 26.4 82 O1 24.3

 

 

 
TOPOGRAPHIC SURVEY. 363

* Geographic positions along highways Portersville west to McCuneville.

 

 

|
Station. Latitude. Longitude.

 

° , n ° , ”

Portersville, at east edge of, Morgan-Perry county line] 39 40 21.6 82 01 42.3
Portersville, at north edge of; T road to west, center
triangle, 30 feet northwest to telephone pole,.25
feet east to telephone pole...................... 39 40 39.3 82 01 51.8
Portersville, 1 mile west of; T road to north, 30 feet
northeast to small dwelling, 12 feet south to wire
FEN CBE Ss eh accraa-d dns aon eaeary SroR Manama ACen 39 40 18.6 82°02 46.9
Sayre, 1.5 miles south of; T road to north, center of
triangle, 20 feet northwest to sign ‘‘Sayre station
1.5 mi,” 20 feet northeast to sign ‘‘Moxahala 6 mi.,

PORGER WOM oe sicccs erases dbra thaw dae de Bao ie aetneaar ed 39 40 12.1 82 03 38.0
Portersville, 3.25 miles west of; T road northeast, 50
feet south to oak, 10 feet west to oak............ 39 39 54.2 82 04 45.4

to

Road crossing the M. C. C. & C. Ry., center of track] 39 40 05.8 82 04 56.
Oakfield, 1.5 miles northeast of; forks of roads south-
west, east and north, center of triangle........... . 89 40 27.1 82 05 50.6
Oakfield, T road north, center of triangle, 10 feet
north to telephone pole, 60 feet southwest to corner
Ol welling sccis caves Aidan gy os bee ma BE Ale 39 39 33.7 82 06 57.1
Oakfield, at west edge of, at southwest corner of Oakfield
brick schoolhouse, 200 feet northeast of three corners,
tron post stamped ‘‘Prim. Trav. Sta. No. 14, 1907,
OHIO? erwin e un gece ee Soh or oh ee wis wee SRS 39 39 31.8 82 07 14.1
Oakfield, 1 mile southwest of; 1 mile south of Moxa-
hala, T road south. 30 feet northeast to, forked
walnut, 40 feet southwest to small walnut tree, 15
feet west to T road north...................... 39 39 03.0 82 07 45.0
Moxahala, 2 miles southwest of; T road east, 5 feet :
east to center of triangle, 20 feet southeast to corner

Of LENCE vsioeae cee de cos ge pea see ex dae eee ey 39 38 35.8 82 08 51.8
T road east, center of triangle, 45 feet west to gate

to front yard, 75 feet north to corner of barn..... 39 38 33.0 82 09 51.0
Job’s mines, 1.8 miles east of; T road east, center of :

trian glesis. os iis acute pew ena POR aA ARE 39 38 19.1 82 10 43.8

Job’s mines, 1 mile east of; T road to north, 20 feet
east to mailbox, 31 feet northwest to hickory tree.| 39 38 37.4 82 11 36.2
Job’s mines, forks of road 310 feet north of Company
store, 10 feet west to buggy house, 100 feet north

to front door of old dwelling in forks of road....} 39 38 22.8 82 12 40.9
McCuneville, northeast edge of road crossing B. & O.

R. R. spur track to Job’s mines.................. 39 37 42.84 82 13 59.98

 

 

 

Declination west edge of sheet, 0° 34’ W.; center, 0° 56’ W.; south edge, 0° 38’ W.
364 PROGRESS REPOR

CALDWELL QUADRANGLE.

Geographic positions along highways, Roxbury Ferry east to Lowell.

 

 

Station.

Latitude.

Longitude.

 

Roxbury Ferry, 1 mile north of, 100 feet east of Ford
Mill Creek, forks of roads southwest and northwest,
CeNtersOf trian les ass aaiens tins oRveda neon egunien

Roxbury Ferry, 1.5 miles northeast of; forks of road
at top of hill, roads northwest and southwest, 100
feet northwest to large oak, £0 feet northeast to
WalMutbin Gad cats oo doh be tse doe te ene es ee see hes oe Oe

Swifter Ferry, 0.5 mile south of; T road up hill to
west, west edge of north and south road..........

Swifter Ferry across Muskingum River, ferry bell at
west landing: sip ngs a< aca queen aw cats tae Hoe eeaa dS

Swifter station, 50 feet south of, center of main track
Baltimore and Ohio at road crossing.............

Maplegrove church, roads north and east, center of
ARIAMIGNS so Pale AN Gon SASH SGipek Ne Ramen dds Mime aes

Olive Chapel, crossroads, large oak in northeast
corner of intersection ......... 00.0. c cece eens

Olive Chapel, 1.25 miles east of, 4 corners crossroads,
45 feet south to bridge, 45 feet west to walnut......

Waterford, 0.5 mile northwest of; B. & O. R. R. 250
feet’ east of; T road to west, small maple tree in
in center of triangle............. 0... c eee eee nes

Waterford, intersection of Water and Ferry Streets,
40 feet southeast to northeast corner of C. E. Vaughn
and Co.’s store, 55 feet southeast to northwest cor-
ner of brick store, 90 feet north to south end of
highway bridge over Muskingum River...........

Beverly, intersection of Ferry and Fifth Streets......

Beverly, in top of west wall at north end of Government
canal lock at foot of Fifth St., aluminum tablet
stamped ‘Prim. Trav. Sta. No. 7, 1907, Ohio” .....

Beverly, 1.25 miles northeast of; T road to north,
signpost painted Beverly 1 mile, Marietta 19 miles.

Muskingum River, 0.25 mile south of; top of bare hill,
the westermost of two lone trees................

Coalrun, 3 corners T street to north; 50 feet north-
west to southeast corner of W. P. Steven’s store,
40 feet northeast to southwest corner of Ross store .

Coalrun, 1 mile southeast of; 300 feet north of road.
schoolhouse, cupola Of ......... 0.0. cece eee eee

Center of covered bridge over Big Run, 120 feet west
of; T road north, 10 feet south to high telegraph
pole 15 feet north to center of triangle............

Big Run bridge, 1.5 miles southeast of; second class
T road to north, red brick schoolhouse, center of

 

MAM TOAC. shan she ise 54s ARGH Gale sued hy ea Toe ee

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33

33

33

33

33

32

32

33

32

34

33

33

31

12.

34.

13.

05.

13.

ol.

04.

52.

20.

19.

02.

32.

08.

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81

81

81

81

81

81

81

81

81

81

81

81

81

44 56.2

43 56.7
43 32.7
43 18.8

42 57.5

41 04.2

39 51.9

88 5:

ee
a

38 23.3

38 21.2

38 32.7

86 52.4

35 22.3

34 47.8

83 42.

wo

33 21.9

32 20.6
TOPOGRAPHIC SURVEY.

365

Geographic positions along highways, Roxbury Ferry east to Lowell—Concluded.

 

 

 

 

 

 

 

 

 

 

Station. Latitude. Longitude.
Upper Lowell, west edge of; 3 corner Tstreeteast,cen-| ° ’ 7” Ore ee
ter Of triangle: <.cis.c) pic ax soe decane vera weed es 39 31 53.4 81 31 18.5
Lowell dam, U. 8. Engineers, B. M., square cut in top
of stone on north end of east abutment of dam
across Muskingum river marked thus:
U.S.
B.OM.
608.16 39 31 49.5 81 30 54.2
Lowell, highway bridge over river, junction of streets
at east end of; 15 feet south to elm, 40 feet northwest
to corner of dwelling ....................00000. 39 31 38.8 81 30 24.7
Lowell, in top of east wall at north end of canal lock No, :
3, aluminum tablet stamped “Prim. Trav. Sta. No.
8, 1907, Ohio, Ele. 617" ...................0000. 39 31 35.4 81 30 18.0
Lowell, junction of Walnut and Canal streets, 25 feet
west to high telephone pole, 30 feet southeast to
corner of brick store .......... 0.00. eee eee eee 39 31 42.6 81 30 22.6
Geographic positions along highways Lowell north to Keith. |
Station. Latitude. Longitude.
Lowell, 0.5 mile north of; T’road west, 20 feet south-| ° '’ ” or
east to watering trough, 60 feet west to center of
bridge over Cras Creek...........0.... 0000 ee eee 39 32 12.2 81 30 50.4
Lowell, 2 miles north of; forks of road north and south-
east, center of triangle .................0000000. 39 33 17.2 81 31 51.1
White schoolhouse, 1,500 feet north of; T road to
west, 5 feet west to center of triangle 40 feet south
to telephone pole ............ 0c cece cece eee es 89 34 23.4 81 31 58.2
Forks of second class road to southeast, 30 feet south
to oak on bank, 30 feet north to oak on north edge
* (Of TOBE ics concn nares PES Pa Red RSS Ae gas 89 35 03.1 81 31 36.7
Bridge over Big Run creek, 30 feet south of; 4 corners
cross roads, 5 feet east to center of triangle........ 39 35 33.5 81 31 54.6
Big Run creek, 1.4 miles north of; Hackberry tree in
LOPS 2,2 icp cays, taste Genlai gee amend sates wes OR Ge ea ay 39 36 48.9 81 31 56.0
T.5N., R. 9 W., stone corner secs. 15, 16, 21 and 22..| 39 37 43.7 81 31 42.9
Jackson tower house, 0.25 mile north of; forks of roads
north and northeast, center of triangle.......... 39 37 48.7 81 31 54.2
Keith’s fork of Olive Green creek, 1 mile southeast of;
4 corner crossroads, 10 feet south to center of triangle
30 feet southeast to center of bridge.............. 39 38 36.4 81 32 10.0
Keith, 1 mile east of; Keiths fork of Olive Green creek,
500 feet north of, T road west, 5 feet east to center
of triangle, 20 feet southwest to cherry tree and
sign ‘‘ Keith 1 mile, Lowell 9 miles, Caldwell 8 miles”| 39 39 15.9 81 32 33.9

 
366 PROGRESS REPORT

Geographic positions along highways, Lowell north to Keith—Concluded.

 

 

 

 

 

 

 

 

 

Station. Latitude. Longitude.

Keith, 1 mile east of, bridge over Keiths fork of Olive) ° ' ” ova

Green creck, 500 feet N. of; at junction with Lowell-

Caldwell road, in face of brown stone ledge on north

side of T road west, aluminum tablet stamped ‘Prim.

Trav. Sta. No. 9, 1907, Ohio” ................... 39 39 16.1 81 32 34.1
Kxeith, 0.6 mile east of; T. 5 N., R. 9 W., secs. 8 and

9, north and south line between, north edge of road

Bb CLOSSING sig sive sink ay da eu g Ribs eEaee RRR EEE 39 39 23.3 81 32 50.6
Keith, 500 feet east of store, T road north, 35 feet

north to south end of covered bridge............ 39 39 26.0 81 33 37.1

Geographic positions along highways from Keith west.
Station. Latitude. Longitude.

Keith, 1.25 miles southwest of; T road north, center) ° ’ ” oot oe

of triangle, 125 feet north to covered bridge over

creek, 200 feet east to T road south, 120 feet west

to Noble-Morgan county line.................-4. 39 38 46.2 81 35 09.3
Keith, about 1.25 miles southwest of; covered bridge -

over stream 120 feet west of Noble-Morgan county

line, center of road, house just north of road is said

to be: about.0n line: ..ac. cecum oss theta eed eames as 39 38 46.6 81 35 10.7
Jordan schoolhouse, 0.5 mile south of; forks of roads/

west and south, 30 feet north to corner of fence,

40 feet west to mailbox, 50 feet east to creek...... 39 38 35.7 81 36 02.9
Olive Green Creek, covered bridge over, 130 feet west

of; T road east, 25 feet west to elm tree, 30 feet

NOrth tO StredM: secicnes cei dase weak ee a MA 39 38 45.3 81 36 27.2
Covered bridge over Olive Green creek, 0.5 mile north

of: "T road to West: .2u0ses cae eye heer ee yas dees 4 39 39 07.7 81 36 19.5
Smith’s schoolhouse, cupOla............... 0 eee eee 39 39 29.6 81 37 08.5
Smith’s schoolhouse, 800 feet west of; forks of roads

north and southwest, center of triangle.......... 39 39 28.5 81 37 18.3
Smith’s schoolhouse, 0.7 mile northwest of; forks of

roads south and southeast, ford of stream........ 39 39 24.5 81 37 56.8
Reinersville, 2.25 miles south of; forks of roads north,

east and west, 3 feet north to B. F. Welch’s mailbox

IN! CHAN BIE: sic. oes satan gene goa be Swe A eulE ed & 39 39 31.6 81 38 48.3
T. 6 N., R. 10 W., section 4, stone section corner in

field on north edge of east and west road 2.25 miles

south of Reinersville, forks of road, 200 feet west of| 39 39 31.3 81 38 50.8
Reinersville, 2 miles south of; junction of Little

Olive Green creck with Allen river, four corners

crossroads large forked elm in triangle .......... 39 39 15.3 81 39 39.3
Crossroads church, 0.5 mile north of; T road east,

mail box in triangle, 50 feet east to oak tree...... 39 40 23.3 81 41 18.5
TOPOGRAPHIC SURVEY.

367

Geographic positions along highways from Keith west—Concluded.

 

 

 

 

 

 

 

 

 

 

Station. Latitude. Longitude.
Reinersville, 3 miles south of; 450 feet south of Cross-| ° ' ” Se he
roads Church, in southeast corner of front yard fence’
to residence of C. E. Drake at T road to north, iron
post stamped “Prim. Trav. Sta. No. 10, 1907, Ohio’) 39 39 52.6 81 41 28.3
Ts. 6, 7, 10 and 11 N.; Rs. 10, 11, W., stone corner
Sécs)..116, Sluand 86), .gsccceas cee ceases bat aees ns 39 40 03.8 81 41 58.6
Dyes Fork of Meigs creek, center of covered bridge
OVE? sc hcisie nace vie aa shoe ge AROS Ee Be eee ee Ne 39 39 35.2 81 42 28.6
T. 10 N., R. 11 W., sees. 1 and 2, north and south line
between, near Emory church................0-5. 39 39 32.9 81 43 22.7
Emory church, 300 feet southwest of; four corners,
crossroads, center of triangle ................... 39 39 40.7 81 43 45.5
Meigs Creek, covered bridge over, crossroads, 50 feet
west to end of bridge, 20 feet south to corner of
fence... .. deine cctsidg sun oa win ed Wnt ee ey Ge Re 39 39 17.9 81 44 26.9
Meigs creek, 600 feet west of covered bridge; T. 10 N.,
R. 11 W., stone corner secs. 2, 3, 10 and 11, in
triangle at second-class T road to north........ 39 39 18.6 81 44 35.8
Declination, center of quadrangle, 1° 53’ W.
Declination, east side of quadrangle, 2° 12’ W.
Declination, south side of quadrangle, 2° W.
M’CONNELSVILLE QUADRANGLE,
Geographic positions along highways, Bishopville east.
Station. Latitude. Longitude.
° 2 ” Oo , ”
Mountville, 0.8 mile southwest of, forks 180 feet east
of bridge over creek, telephone pole in center of
CIAN Peete stars. anesthe aaa oaaro ek Panag 2 every eae Ey 39 31 11.3 $1 59 55.3
Mountville, west edge of, T road to north of, center
of triangle, 35 feet northwest to southeast corner
of schoolhouse ...........0 00 cece cece eee eens _389 31 05.4 81 59 07.8
Mountville, 0.5 mile southeast of; four corners, cross-
roads, 20 feet west to hickory, 80 feet northeast to
corner of small dwelling....................00005 39 30 43.0 81 58 41.2
Moody schoolhouse No. 14, 150 feet north of, 400]
feet west of covered bridge over Federal Creek, T
road east, Charlie Preus’ mailbox............... 39 31 09.7 81 57 54.3
Elliott’s crossroads, four corners, 40 feet southwest
to store door, 30 feet north to corner blacksmith
Shop ........-....0. sapaleaied Sander thoi cabana ehh 39 31 50.5 81 56 34.7

 

 

 
368 PROGRESS REPORT

Geographic positions along highways, Bishopville east—Concluded.

 

Station.

Elliott’s crossroads, 0.75 mile northeast of; three cor-
ners roads north and east, 40 feet southeast to
walnut tree, 20 feet northeast to corner of fence,
50 feet east to stream crossing............-..--

Elliott’s crossroads, 1.5 miles northeast of; forks of
roads south and southwest, 25 feet southwest to
telephone pole, 25 feet southeast to clump of four
MUL berey (ECS seas keene erg Guy Addlaarset- dean

Westland, 1.3 miles west of; forks at top of hill,
roads south and northeast, 20 feet southeast to
telephone pole, 50 feet southwest to northeast
cOrmer Of Housed ss sessed dt oeecaas eees dee aoe aes

Penn-Marion townships, center of road at east and
west Jine between ............... cee e eee eee

Westland, at northeast corner of Westland Grange Hall
No, 121, iron post stamped “Prim. Trav. Sta. No. 5,
1907, Ohio’......... 20... Reni ne cata eA hae ts

Wolf Creek, east corner of south end of covered bridge
over, at roads northeast, northwest and south....

Pennsville junction of Washington and Columbus
streets, 40 feet west to corner of store, 50 feet north
to corner of dwelling, 40 feet east to locust tree. .

Pennsville, at east edge of, cupola of public school-
HOUSE Zond die sorter cae Sek Eee | Eee tag ees

Pennsville, 0.5 mile southeast of; section corner, T
fence in field (no numbers)......-.. 005+ + essen eee

Pennsville, 0.7 mile southeast of; T road to south,
60 feet southeast to telephone pole in triangle, 30
feet west to corner fencepost..........++++ seers

Forks of road to northeast, center of pike, £0 feet
northwest to mailbox, 30 feet east to corner post
of wire fence.... 2.00.0. e cee tenets

Stockport, 1.5 miles west of; 4 corners, crossroads, on
top of ridge, 35 feet northeast to poplar tree, 90 feet
south to corner of dwelling

Stockport, at west edge of, junction of Main Street
and Broadway, small pipe culvert

Stockport, U. 8. Engineers B. M., square cut in south-
east corner of capstone to draw bridge pier of high-
way bridge over Muskingum river, marked thus:

U.S.,
B.OM.
657.66
Stockport, 1.5 miles southeast of; second class T road

 

northeast, 20 feet north to corner of house, 20 feet}

northeast to corner of fence..........-++ 0. eee eee
Roxbury ferry across Muskingum River, 450 fect north
of north landing, in triangle at junction of North River
Road and road south across river to Roxbury, iron post

Latitude.

39 32

39 32

39 32

39 32

39 33

39 32

39 34 2
39 34

39 34
39 34 08
39 33 47

39 32

39 32

39 31

 

stamped ‘Prim. Trav. Sta. No. 6, 1907, Ohio”’......

39 31

%y

52.

28.

to

0

8

39 32 55.3

52.2

te

|
|
|

 

 

Longitude.

81 56 20.9

$1 55 26.3

81 54 51.2

81 54 45.8

81 53 47.9

81 52 23.7

81 51 16.6
81 51 04.9

81 50 49.6

81 50 49.8

81 49 49.0

81 49 11.4

81 47 58.9

81 47 13.4

81 46 20.4

81 45 04.2
TOPOGRAPHIC SURVEY.

369

Geographic positions along highways west to McConnelsville.

 

 

 

Station. Latitude. Longitude.

Schoolhouse, 600 feet east of, Troad tosouthneartop}| ° '’ ” a

of hill, center of main road................0.000. 39 39 10.8 81 45 11.9
Schoolhouse, 0.5 mile west of; forks of public roads

northwest and southwest, center of triangle, 20 feet

west to corner fencepost, 20 feet north to corner

fENCEPOSt: cx Adax moms vay ances Seeks db smelt 39 39 04.9 81 45 52.2
Bridge over Four Mile Run, 270 feet east of; T road to ,

south, 15 feet south to center of bridge............ 39 38 45.9 81 46 01.8
T. 10 N., R. 11 W., secs. 8 and 9, north and south line

between at bend of road to northwest............ 39 38 49.6 81 46 59.8
AMcConnelsville, 3 miles east of; in angle ai.forks of road,

70 feet west of southwest corner of McKendree M. E.

Church, on the center road, iron post stamped ‘Prim.

Trav. Sta. No. II, 1907, Ohio” ...............0.. 39 39 25.9 81 48 29.9
McKendree Church, 0.9 mile west of; T road north,

15 feet northeast to mailbox, 20 feet south to plank

fence ....... Bi adpet splgiiatet Stans daderd 2s adi Gaboinaae sees apt Shek 39 39 14.6 81 49 23.9
McConnelsville at southeast corner of veranda to Morgan

County court-house, iron post stamped “Prim. Trav.

Sta. NO. 12, 1900 on wie cee aicdy ciate s@iedes va didienl 39 38 57.2 8! 51 09.6
McConnelsville, cross streets 100 feet southwest of

courthouse, center Of................000000 eeu 39 38 56.5 81 51 11.2

 

Geographic positions along highways, McConnelsville west to Portersville.

 

 

Station.

Latitude.

Longitude.

 

* Malta, intersection of Main and Bell streets, center of .
Malta, forks of road 300 feet west of sash and door
factory, 40 feet west to signpost.................
Malta, 3 miles west of ;T road south, 60 feet southeast
to signpost ‘Malta 3 miles, Pennsville 8 miles,
Portersville 7 miles,’’ 40 feet southwest to corner
rail fence
Joetown, T road east, 15 feet west to signboard
“Morgansville 3 miles, Tridelphia 3 miles, Malta 4
mules? snes ee say wen BEE Saow elas aie sx er eee
T.9N., R. 13 W.,; secs. 26 and 27, north and south line
between; center of road, 400 feet southeast of Deer-
field church and 350 feet east of crossroads........
Deerfield church, 400 feet south of; 4 corners, cross-
roads, 10 feet west to center of bridge, 15 feet south-
east to mailbox ........... 2... c cece eens
Wolf Creek, covered bridge, 40 feet northeast of
northeast end of, forks of roads southeast and north-

 

west, center of triangle ..................00000.

24—T, S.

° / w”

39 38 52.0
39 39 04.3
39 39 24.9
39 40 01.7
39 39 48.0
39 39 48.2

39 39 52.2

 

81 51 35.1

81 51 58.1—

S1 54 25.6

$1 55 29.3

81 57 14.9

81 57 19.2

81 57 57.2
370 PROGRESS RELORT

Geographic positions along highways, McConnelsville west to Portersville—Concluded.

 

 

Station. Latitude. Longitude.

 

Portersville, 3 miles southeast of; T road south, ford
of small stream, 40 feet northwest to sign ‘‘ Porters-
ville 3 miles,” 40 feet southeast to oak............ 89 39 51.5 81 59 18.2

Portersville, 1.8 miles southeast of; in southeast corner of
titersection of crossroads, tron post stamped ‘Prim.
Trav. Sta. No. 13, 1907, Ohio” .2............00.. 39 39 59.4 81 59 51.1

 

 

 

Declination, south edge of quadrangle, 1° 02’ west.
Declination, center of quadrangle, 1° 06’ west.

 

1908.
PRIMARY TRAVERSE.

BUTLER AND PREBLE COUNTIES.
(Katon and Liberty Quadrangles. )

The following geographic positions were determined by primary trav-
erse in 1908 by Mr. J. R. Ellis, assistant topographer. The line starts
from a primary traverse position near Oxford and follows highways
north along west border of quadrangle, connecting with a position near
West Florence, located by primary traverse.

OXFORD (EATON) QUADRANGLE.

Geographic positions along highways near west border of quadrangle.

 

 

Station. Latitude. Longitude.

 

T.5.N., Rs. 1 and 2 E., near cor. secs. 30, 25, 31 and

36. T road CH8t avewicidgreansi ie uide nko y gigs 39 29 36.6 84 41 47.2
T.5.N., Rs. 1 and 2, cor. sees. 19, 24, 25 and 30, T

POA HOLE goose wiieg Sees s S49 Gee EES EEE TR SEARS CH 39 30 31.0 84 42 07.4
Four Mile Creek, center of covered bridge over....... 39 30 35.5 84 43 01.8
T.5N.,R.1E., cor. sees. 23, 24, 25 and 26, stone....] 39 30 29.4 84 43 14.6

Oxjord, in soulhwest corner of City Hall building;
aluminum tablet stamped “Prim, Trav. Sta. No. I,

POO 8 ciate cca wee Winn a ahs wale Oye ears dd foe heed wey 39 30 38.4 84 44 23.7
Oxford, north end of College Ave., at center of junc-

tion with east and west StreetS...............06. 39 30 56.3 84 44 41.3
T.6N.,R.1E.,, cor. secs. 26, 27, 34 and 35, center of

109d! CaS 2565 bag dee tae PS Res hee aeae 39 34 57.2 84 44 27.6
T.6N.,R.1E., cor. sees. 14,15, 2S and 23.......... 39 36 43.1 84 44 26.8

Ramsey schoolhouse No. 2, in northwest corner of;
aluminum tablet elevation 1038, stamped ‘Prim.
Trav. Stas No.2, (9080s oiccscg pthc adaoing es vines 39 37 36.3 | 84 44 26.2

 

 
TOPOGRAPHIC SURVEY. 371

Geographic positions along highways near west border of quadrangle—Concluded.

 

 

 

Station. . Latitude. Longitude.
T.6N., R.1E., cor. secs. 10, 11,14 and15;centeroff ° ’ 7” Oem
CPOSSTORGS) S6y.2% miedoae sens arose: i Se aia De OR 39 37 35.5 84 44 26.6
T.6N., R.1E.,, cor. secs. 2, 3, 10 and 11; center of
CYOSSPOAGS) Go.y-c ton SO Fe LE RA He DEAE PSs ERS 39 38 39.5 84 44 26.6
T.6N., R. 1 E., cor. secs. 2 and 3, north corer; at
CHOSSEOMUSE ca 2608S os cud Stic dihe diergedsn Smee nareno habe 39 39 21.7 84 44 26.3
T. 7 N., R. 1 E., cor. sees. 34 and 35, south corner;
CROSSTOAGS:  seysncrss ice spaic s Seats Basch ender sohaiee Bid Geman eee 39 39 21.7 84 44 26.0
T.7N.,R.1E., cor. secs. 26, 27, 34 and 35, center of
CLOSSEORAS sin Ais vec heeis oe day aed Bw OE nas ae as Ses 39 40 14.2 84 44 25.7

T. 7 N., R. 1 E., ¢ corner between secs. 26 and 27,
crossroads; aluminum tablet in northeast corner

of concrete bridge just south of, elevation 1093....} 39 40 40.0 84 44 26.0
T.7N.,R.1E,, cor. sees. 22,23, 26 and 27.......... 39 41 06.8 84 44 26.6
T.7N., R.1E., cor. secs. 14, 15, 22 and 23, center of

eT TOa G WeSE 25: cers Ges es eae 4 i ERT RR A 39 41 59.7 84 44 26.9
T.7N., R.1E., cor. secs: 10, 11, 14 and 15, center of

GrOSStOAdS: ig sies Gat eeak yeh eae dvage cheese tages 39 42 52.4 84 44 26.5
T. 7 N., R. 1 E., cor. secs. 2, 3, 10 and 11, center of

CHOSSTOAAS) psooh doe hist d cong 6 add deuhguguibions baad dab baud Scars 39 43 45.1 84 44 26.7

Eaton, 6.0 miles west of by 0.8 mile south of, 850 feet
north of corner secs. 2, 3, 10 and 11, in southwest
corner of foundation to bridge; aluminum tablet,
elevation 1119) gy ssgeaxjidoees arr Sheed sees o's 39 43 53.4 84 44 27.0

Eaton, 5.0 miles west of, in southeast corner of founda-
tion to concrete bridge; aluminum tablet stamped

“Prim. Trav. Sta. No. 4, 1908, Ohio” ............ 39 44 38.0 84 44 26.8
Ts. 7and 8 N., R.1 E., cor. secs. 2, 3, 34 and 35, cen-

ter OF CrOSSTOAGS i suis ences cee eRe eee eae Se ae 39 44 38.0 84 44 27.2
Ts. 7and 8 N., R. 1 E., south cor. sees. 35 and 36, T

TOA NOt iio ya 4 aa has ee ed Baek eee on ee ee BS 39 44 37.8 84 43 18.8

 

 

 

LIBERTY QUADRANGLE.

Geographic positions along highways.

 

 

 

Station. Latitude. Longitude.
Schoolhouse No. 2, 560 feet east of center of, T road) ° / ” o 7 ”
BOUth:, c...kovcsedaeadPoPRaees NOR eH ee AGE dE Tes 39 33 17.3 84 45 13.9
-T. 5and 6 N., R. 1 E., stone corner secs. 3, 4, 33 and
34, Butler-Preble county line..........-......-- 39 34 05.0 84 45 26.1

‘Bridge over Four Mile Creek, 0.25 mile west of, center
of T road east, 5 feet south by 10 feet east to center
of grass plot ..... 0... cece eee eee eee e ee 39 34 50.9 84 45 28.9

 

 
372 PROGRESS REPORT

1909.

PRIMARY TRAVERSE

WAYNESVILLE QUADRANGLE,

Geographic positions along highways east-west through center of quadrangle.

 

 

 

Station Latitude. Longitude.
Bellbrook, 3.5 mules east of, north side of lower Bellbrook} ° ' ” a

Pike, at road northeast; iron post stamped ‘Prim.

Trav. Sta. No. 45, 1909, Ohio”... ee, 39 38 05.90 | 84 00 50.59
Little Miami River, center of covered bridge over....| 39 37 59.1 84 03 04.9
Bellbrook, center of cross streets at post-office....... 39 38 10.0 84 04 13.8
Cormer:Secs:, 1), 2, 31, a0d 32.2 ics oaccaa neon ni ee ems 39 38 02.5 84 04 14.4
Corner secs. 1, 2, 7 and 8; center north-south pike fence} 39 38 17.6 84 05 22.9
Greene and Montgomery county line, center of T pike

north corner of secs. 7, 8, 13 and 14 ............. 39 38 17.1 84 06 39.4
Bellbrook, 3 miles west of, at northwest corner of T road

north; iron post stamped ‘Prim. Trav. Sta. No. 46,

1909; ORI! acct: ncin scales nem se saad Sa deeten ie Austere aus 39 38 35.8 84 07 41.3
T. 2, R. 6, cor. secs. 19, 20, 25 and 26, center of pike at

north-south fence.... 0.2.0.0... cc eee ees 39 38 37.9. 84 08 52.0
T. 2, R. 6, quarter corner between secs. 25 and 26,

center of crossroads, 1 mile north of Centerville....| 39 38 38.1 84 09 26.2
T. 2, R. 6, quarter corner between secs. 25 and 30,

center of crossroads at Centerville............... 39 387 42.6 84 09 31.1
T. 2, R. 6, corner secs. 25, 30, 31 and 36, 10 feet west

Of TL road NOTE: 2225ecc.4-2nengeenndaseeegamnse 39 37 41.3 84 10 05.3
Stone, cor. secs. 25, 26, 35 and 36; 10 feet east of T

TORE MOLE. pier seg eG eees ad keg peels ghenes sees 39 37 39.9 84 11 16.5
Cor. sécs: 1.16; °7 and! 1S. vs sca s ey ees Gene Bes en ses ee 39 38 01.8 84 12 21.1
Intersection of Dayton-Springboro and Centerville-

Miamisville pikes, at southeast corner of; iron post

stamped “Prim. Trav. Sta. No. 47, 1909, Ohio”’....| 39 38 16.4 84 13 29.2
Cor..secs..7;12, 18iand 18. c.cdesecamass eed ceases 39 38 09.5 84 13 30.0
Spring Valley, 0.8 mile northwest of, fork at mailbox. .| 39 37 21.7 84 00 22.9
Pennsylvania railroad crossing, 220 feet north of mile

Post "C260" sa vavees hh ledgers Saeien eeetaweues 39 37 37.8 84 00 05.4

 

 

 
TOPOGRAPHIC SURVEY.

Geographic positions near south border of quadrangle.

373

 

 

 

 

 

 

 

 

 

 

Station. Latitude. Longitude.
T pike south, 15 feet south by 5 feet west toD. S| ° ’ 7” Sy hy
Woollard’s mailbox .................. Mesh ayaa ee 39 30 08.5 84 03 23.2
Carson’s Creek, middle of, south at ford............. 39 30 17.9 84 02 20.8
T road south, 20 feet north to elm tree at end of fence.| 39 30 09.0 84 01 31.1
Center of cross pikes at creamery, 0.5 mile east of
Harveys burners kona s aut i Bia et & Bis) a A wes Rentals BW 4 39 30 00.7 84 00 00.8
Magnetic declination of east edge of quadrangle is 0° 13’ east.
Magnetic declination of south edge of quadrangle is 0° 28’ east.
Magnetic declination of central line east-west is 0° 08’ east.
SPRINGFIELD QUADRANGLE.
Station. Latitude. Longitude.
Byron, 2.5 miles south of, west side of T road east, near} ° ' ” oe Se
quarter corner between secs.; ron post stamped ‘Prim.
Trav. Sta. No. 44, 1909, Ohio” .................. 39 45 05.40 | 83 59 15.3

 

 

 

XENIA QUADRANGLE.

Geographic positions along highways near west border of quadrangle.

 

 

 

 

 

Station. Latitude. Longitude.
o t ” ° ¥ ”

W. W. Mills residence, center of cross pikes west of...| 39 30 35.6 83 57 52.3
T road north, 20 feet north to south end of steel bridge] 39 31 £8.2 83 58 48.5
Warren-Clinton county line, stone on hillside on south

side of pike and southwest of bridge over branch...| 39 31 25.9 88 58 52.1
Briar schoolhouse, 0.25 mile north of, stone corner at

GLOSSTOAS xi nsts vasde a qua any eR Oa Wa Be aU aa eS 39 32 19.0 83 58 26.0
Fork in pike, 25 feet east to corner of fence post...... 39 33 21.7 83 57 52.4
New Burlington post-office, center of cross streets at..| 39 34 04.1 838 58 01.0
Clinton-Warren and Greene counties, stone monument.

at intersection of, 0.5 mile west of New Burlington .| 39 31 10.5 83 58 36.3
New Burlington, 1 mile west of, at Cornstalk school-

house; center of cross pikeS................000.0. 9 84 142 83.59 08.5
Cornstalk schoolhouse, 1.5 miles north of; center of

WP PIKE WES. «in. caton ea Gute a uie eh dk eSea pdche nade ka 39 35 40.4 83 59 387.5
Spring Valley, 1 mile east of, center of T pike south ..}| | 39 36 25.7 $3. 59 27.2
Xenia, 4.5 miles from, T road southeast at guide post.

marked “Bellbrook 4.} miles, Xenia 4.4 miles’”....| 39 38 24.3 83 59 52.6
Xenia, about 3.5 miles southwest of, on the lower

Bellbrook Pike at pike northwest ............... 39 39 15.3 83 58 47.5
374 PROGRESS REPORT

Geographic positions along highways near west border of quadrangle—Concluded.

 

 

 

 

Station. Latitude. Longitude.
°o t n O° , wu”
T road southwest at R. I. Harper’s residence....... 39 39 52.8 83 59 41.8
Rural Home schoolhouse No. 9, 0.5 mile south of, on
the Upper Bellbrook Pike, at pike north.......... 89 40 43.4 83 59 18.7
Trebeins station, at north end of wagon bridge over
Little Miami River; center of crossroads.......... 39 42 29.5 83 59 15.8
T. 3, R. 7, corner of secs. 8, 9, 14 and 15, center of
north-south road at fence east ..............000. 39 43 46.2 83 59 20.3
T. 3, R. 7, corner of secs, 9,10, 15and 16............ 39 44 38.9 83 59 15.1

 

 

Geographic positions along highways east—west through center of quadrangle.

 

 

 

 

 

Station. Latitude. Longitude.

Spring Valley, about 1.7 miles northeast of, east-west] ° / ” Ps

road at center of Cincinnati Pike, 25 feet north and

20 feet west to mailbox.................0.0000. 39 37 32.3 83 59 07.2

‘Richland Church, T road west at .................. 39 37 30.2 83 57 39.0

Richland schoolhouse, 0.2 miles east of, on Xenia and

New Burlington pike at pike west................ 39 37 21.2 83 56 53.1
Township line stone, between Xenia and Spring Valley ,

townships, at T road west ..............000 0005. 39 37 17.8 83 55 10.6
Caesar’s Creek, north-south pike at road west, south of

covered bridge over creek............--0.--0055 39 37 24.9 83 54 08.2
Xenia, about 5 miles southeast of, southeast corner of

crossroads at Reformed Church, and schoolhouse; iron

post stamped ‘Prim. Trav. Sta. No. 54, 1909, Ohio”. .| 39 36 31.6 83 54 23.3
Xenia, 5 miles southeast of, on Xenia and Wilmington

Pike, at intersection of crossroad................ 39 36 49.5 83 53 11.7.
Needmore schoolhouse, 600 feet east of; center of T

TOad SOUT Ss ux sex dw neaden evs eo is By eae Ree eee e 39 36 59.9 83 51 36.0
Mt. Tabor Church, 0.2 mile west of, at Harvey Field’s

residence, center of grass plot at fork in roads.....} 39 37 24.6 838 50 00.3
T road south, center of .........00 00.0. e eee eee 39 37 35.8 83 48 24.3
Patterson’s Corners, 1.3 miles southwest of, intersee-

tion of pike and road south..............0000045 39 37 47.1 83 47 16.5

 
TOPOGRAPHIC SURVEY.

Geographic positions along highways near east edge of quadrangle.

375

 

 

 

Station. Latitude. Longitude.
° / ww ° t ao
Patterson’s Corners, center of cross pikes at......... 39 38 12.0 83 46 13.1
T road southwest ..... Seeea nese aad Seda eee asia 39 42 32.7 83 46 14.0
Schoolhouse, center of crossroads at ............... 39 43 05.0 83 46 32.1
Cedarville, about 3 miles southeast of, near northwest
corner of T road northwest; iron post ............ 39 43 22.4 83 45 12.2
T road northwest ........ 0.06. c cece eee eee eens 39 43 22.40 83 45 11.30
Bowersville, 4.5 miles from; center of crossroads..... 39 31 45.4 83 45 59.4
Melvin, 4.5 miles from, at John Atley’s residence,
center of T road east... 2... 6.6 eee 39 30 58.5 83 47 00.0

 

 

 

Magnetic declination of east border is 0° 09’ west.

Magnetic declination of center line east-west is 0° £8’ east.

Magnetic declination of west border is 0° 13’ east.

 

OCTA QUADRANGLE.

Geographic positions along highways east-west through center of quadrangle.

 

 

 

 

 

Station. Latitude. Longitude.
Jamestown, 2 miles south of, southeast corner ofcross-| ° ' ™ Ore Se

roads; iron post stamped ‘Prim. Trav. Sta. No. 55,

1909 OMI O ici t irda Aer cettte Cae Sencagvamme wwe Aine § 39 37 33.9 83 43 51.6
Jamestown, 1 mile south of; center of T road east ....| 39 38 £0.8 83 43 48.8
Jamestown station, about 500 feet west of, crossing ;

of C..H. & D..R. Recandspike css cca cases ceed cos 39 39 22.4 83 44 06.0
Oak Grove schoolhouse No. 3, 0.8 mile southeast of,

on Jamestown and Cedarville pike at road north-

WESE © cies oun hie cegrd ig Pane flat Aira agar Benboduy weuecaan GaN 39 40 45.1 83 44 20.9
Oak Grove schoolhouse, 0.7 mile northwest of, on

Jamestown-Cedarville pike, at intersection with road

southwest, 15 feet southwest to east corner of

triangular grass plat ..... Sc Pe nate Sawer ee wees 39 41 50.8 83 44 56.6
Center of pike on east-west line between Silver Creek

and Jefferson township...............00020-20000- 39 37 01.8 83 43 38.3
T road east, center of ............ fee e eee canes 39 35 46.7 $3 43 22.2
Bowersville, center of cross streets, at town well.....} 39 34 49.5 83 43 28.2
North-south road crossing............2-5.0.00006- 39 34 30.6 83 44 014
Greene and Clinton counties, stone post between...../ 39 33 16.9 S83 44 28.8
Bowersville, 2.5 miles south of, 0.5 mile south of

Greene-Clinton county Jine; center of crossroads...} 39 8253.7 83 44 47.2
Jamestown, about 2.5 miles southeast of, T road south,

center of triangular plat.....................05. 30 87 19.4 83 4215.8
Pleasant Valley schoolhouse, center of Troad south ..| 39 37 06.4 83 41 07.1
376 PROGRESS REPORT

Geographic positions along highways east-west through center of quadrangle—Concl’d.

 

 

 

Station. : Latitude. Longitude.
° v n ° ie uw
Rosemoor station, road crossing C.H. & D.R.R....| 39 37 43.3 83 40 00.2
Greene and Fayette county line post, center of C. H.

& D.R. R. track opposite.........00....00000.. 39 37 37.1 83 39 45.8
Edgefield, road crossing C. H. & D.R. R.at......... 39 37 04.7 83 38 31.0
Edgefield, 1 mile north of, at Maple Grove schoolhouse;

center of Troad south .................0....0.. 39 38 03.2 83 38 13.6

West Lancaster, in southwest part, at southwest corner
of intersection of roads, at T road south; iron post

stamped ‘‘Prim. Trav. Sta. No. 58, 1909, Ohio”..... 39 37 22.6 83 36 43.1
Jasper-Jefferson township line, 10 feet south to center

Of POs SOMthy sess Ne ods ak aie es ROL eG 39 36 387.2 83 35 12.0
Creamer Farm, intersection of Washington Court- :

house and Jamestown Pike with road northwest...} 39 36 24.0 83 33 54.8

Center of intersection of the Washington court-house
and Jeffersonville pike with crossroads near Mr.

Gaill’s mailbox as 66 46 esas Ge beeen sana e ee se 39 36 01.4 83 33 08.8
Jasper township, northeast corner of, at center of

north-south road at wire fence west.............. 39 36 34.3 83 32 51.8
Parrott station, road crossing the D.T. & I. R.R....| 39 36 51.8 83 31 53.2

Parrott station, 1.25 miles east of, north side of T road
south; iron post stamped ‘Prim. Trav. Sta. No. 59,

HOS OOP as coercing hes dic the ee Gis iee Suceee tn ants ce eed 39 36 56.7 83 30 29.4
Blackoak schoolhouse, center of road opposite....... 39 36 08.7 83 30 £9.8
Hogler, crossing of the Ohio Southern R. R. and North-

east-southwest road..... 0.0.2.0... eee eee ee eee 39 35 16.80 | 83 30 55.70

 

 

 

Geographic positions along highways near southwest corner of quadrangle.

 

 

Station. Latitude. Longitude.

 

Jaspers Mills, Baltimore and Ohio crossing northeast
OL, SPIE As ccs Ge aenAacs Sn panitin A Oe te tripe cian nage eed 3 39 3l 19.1 83 30 27.0
Jasper station, 0.8 mile cast of, at soihwest corncr of
crossroads; iron post stamped “Prim, Trav. Sta. No.
60; 1909, OWI0" «<n sesaccs Se taeon Wa baw say wack moe 39 31 09.0 83 30 27.8
Corner stone at T road northwest ....00.....00005. 39 30 01.2 8330 38.4

 

 

Magnetic declination of center line east-west through quadrangle is 0° 11’ west.
TOPOGRAPHIC SURVEY. 377

MT. STERLING QUADRANGLE,

Geographic positions along highways near west border of quadrangle.

 

 

Station. Latitude. Longitude.

 

Center of Snowhill pike at road northwest, 0.3 mile
southwest of schoolhouse ...............-..0.0. 39 30 11.4 83 29 58.4
Waterloo, in northwest corner of yard of Christian :
Church; iron post stamped ‘‘Prim. Trav. Sta. No. 74,].
1909) Ohii0" ions tacoeam ena sa ead oyes che es Saney 39 37 39.2 83 15
Fayette-Pickaway county line stone ............... 39 38 20.2 83 15

 

 

 

 

ERA QUADRANGLE,

Geographic positions along highways east-west through center of quadrangle.

 

 

Station Latitude. Longitude.

 

Yankeetown, M. E. Church, 0.5 mile west of, on
Circleville and Yankeetown pike at T road south ..} 39 39 08.1 83 14 44.4
Yankeetown, M. E. Church, 1 mile east of, on the
Circleville and Yankeetown pike at T road north ..| 39 38 35.5 83 12 58.6
Monroe township schoolhouse No. 10 on the C. & Y.

Pike at road south................0 0.00. c eee ee 39 38 24.2 83 12 23.0
Deer Creek post-office, center of cross pikes........ 39 387 59.8 83 11 05.9
Deer Creek post-office, 1 mile east of, center of grass

platatdorks: cyasesce:gises ee ees ebro d hee nase 39 387 38.4 83 10 09.4
Peter Justin’s mailbox on the C. & Y. pike at inter-

section with T road north ...................... 39 37 29.2 83 09 09.8
Monroe township schoolhouse No. 1, on C. & Y. pike

at intersection with T road south ............... 39 37 07.4 83 08 24.3
Monroe-Jackson township line stone ............... 39 36 48.8 83 07 08.2

Williams port, 2 miles north of, 260 fect cast of Monroc-
Jackson township linc, about 30 feet southwest of T
road wesl; iron post stamped “Prim, Trav. Sta. No.

15: 19095 ORO! 23vg ea Rete eo Ae eee ak Stereo Bey gate 39 36 47.8 83 07 05.0
Schoolhouse No. 8, 0.7 mile west of, on C. & Y. pike

at TP pike north. sc: 6 ssps-0%eege tee esse Rages BA 39 86 57.3 83.05 51.5
Schoolhouse No. 8, 1 mile cast of, on ©. & Y. pike at

F. J. Clark's mailbox, at T pike south ............ 39°37 14.0 830-4 OS .S
Schoolhouse No. 8, 2 miles east of, T pike north .....| 39 87 24.8 83.038 15.1
Circleville, 4.5 miles west of, junction of the C. & Y.

and ©. & D. pikes ais oc4 guncaneseveveeaweeesa ds 39 37 31.7 83 01 40.8
Wildwood Parks Farm, cross pikes at.............. 39 36 41.8 83 00 22.1

 

 

 

Magnetic declination of center line east-west through quadrangle is 1° 31’ west.
378 PROGRESS REPORT

CIRCLEVILLE QUADRANGLE,

Geographic positions along highways in west central part of quadrangle.

 

 

 

 

Station. Latitude. Longitude.
° , é °o t ”
Circleville, about 3 miles northwest of, center of
standpipe ........ 0.0 eee e eevee cece eects eves 39 37 14.2 | 82 58 21.0
Thomas Brown’s field, 150 fcet south of entrance to his
yard, at forks of pike at old toll gate; iron post stamped
“Prim. Trav. Sta. No. 76, 1909, Ohio” ........... 39 35 54.4 82 58 20.4
Circleville, at north side of court-house ground; iron post
stamped ‘Prim, Trav. Sta. No. 4, 1906, Ohio” .....| 39 36 02.8 82 56 46.2

 

 

 

CHILLICOTHE QUADRANGLE.

Geographic positions along highways in southwest portion of quadrangle.

 

 

 

Station. Latitude. Longitude.
° t un ° t ”
Waller, 0.8 mile south of; iron post 15, elev. 629...... 39 15 34.7 82 58 10.3
Hopetown, 1 mile north of, on the Columbus-Chilli- :
cothe pike at pike northwest ................... 39 23 31.5 82. 58 07.0
Hopetown, 2 miles north of, by 1 mile east of Ross
County Infirmary; center of crossroads........... 39 24 27.1 82 58 30.8
Ross County Infirmary, cupola on................. 39 24 35.3 82 59 53.1
Ross County Infirmary, south meridian stone at.....| 39 £4 32.9 82 59 58.3

 

ROXABELL QUADRANGLE.

Geographic positions along highways near south Loider of triangle.

 

 

 

Station. Latitude. Longitude.
° , ” ° , “uo
road SOUth: Yaeaetewe ey ESE a heen ate pawEweRE 4 39°15 19. $3 11 25.1
Bourneville, 1 mile southwest of, intersection of Chil-
licothe pike and Waverly pike ............2..... 39 15 59.8 83 10 15.0
Junction of Waverly pike with pike west to Storms
SAMO wes caatoiwoy eam kGe ans oe dar baumen se Se aey 39 15 20.8 83 09 34.6
Schoolhouse No. 10, center of T road south at... ... 39 15 18. $3 07 52.2
Andy Miller store, T roud south ato... 00.0.0 39 15 02. 83 06 48.1
Newingburg, om south stde of east-west read; iron post
stamped “Prim, Trav. Sta. No. 72, Ohio, 1909"....| 39 16 04. 83 06 01.5
Slaughter Farm, center of crossroads at ..........45 39 15 19. 83 04 36.4

 

 
TOPOGRAPHIC SURVEY. 379

Geographic positions along highways and railways east-west through center of
quadrangle.

 

 

Station. Latitude. Longitude.

 

Ross County Infirmary, 0.8 mile west of, crossroads;
25 feet north and 10 feet west to W. D. Overly’s
MAUWDOR: segs eas beh Ee tea cen snp eee en esese a eae ee 39 24 27.6 83 00 43.8

Pinto’s store, center of crossroads at............... 39 24 13.4 83 03 01.1

John O. Byer’s residence store at forks of road south of} 39 23 57.5° | 83 04 29.7

Schoolhouse No. 4, on the Chillicothe and Frankfort
pike; at-T pike nOrth, 2 cic ease ea ee 39 22 4

Maple Grove Hotel, flagstaff on water tank ......... 89 22 2

B.G 0. S.W. and C. H.& D. R. R. crossing, about
200 feet northeast of, on north side of public road;
tron post stamped ‘Prim. Trav. Sta. No. 73, 1909,

7.0 83 04 38.2
6 83 06 04.8

Ohio” x4 snevece ees epeecam reseed ee ees ra Res oa ee 39 21 32.7 83 06 25.9
Bridge No. 88, road crossing south of.............. 39 21 54.6 83 07 56.3
Musselman station, road crossing at..............-. 39 22 06.2 83 08 31.6
Musselman station, 1 mile west of ................. 39 22 37.9 83 09 17.0
Roxabell station, center of track opposite telegraph

WINDOW vs2 iG Silene Seine ta vse sg eerie aed etd eae 39 23 01.7 83 11 07.0
Roxabell station, about 1.2 miles southwest of, 770

feet west of milepost ‘‘84-C,” road crossing....... 39 22 37.1 83 12 22.3
Milepost ‘‘83-C,” east of, road crossing............. 39 22 15.1 83 13 09.2
Road crossing, northwest-southeast................ 39 22 11.8 83 13 52.8
T road north, west of steel bridge and 0.2 mile east

of large white house............... 0.000 e cece eens 39 22 34.3 83 14 54.8
Austin, forks of road, just west of bridge, 25 feet

north and 15 feet west to Shaw and Haines store

GOOD 104 3 A wlely esha ante d au Basen gS Sib BER SS 39 26 12.5 83 13 23.8
North-south pike crossing C. H. & D. R. R., 70 feet

west of west end of bridge No. 92 .............0... 39 27 05.8 83 14 02.4

 

 

 

Magnetic declination of east-west line through center of quadrangle is 1° 02’ W.
Magnetic declination of south border of quadrangle is 1° 26’ W.
Magnetic declination of west border of quadrangle is 1° 18’ W.
380 PROGRESS REPORT

GREENFIELD QUADRANGLE,

Geographic positions along highways and railroad through center of

quadrangle east-west.

 

 

 

Station. Latitude. Longitude.
° r a ° z a”
East Monroe station, just west of, crossing of Hills-

boro pike and B. & O.8. W. RL R.............06- 39 21 27.6 83 £9 57.7
TE t6ad SOuthEeaSt: i. ccses cer wnta anaes yee whee ae 39 23 04.2 83 29 14.4
New Martinsburg, center of cross pikes at new store, 30

feet south by 15 feet east to town pump.......... 39 23 49.0 83 27 50.0
New Martinsburg, 0.8 mile east of, crossing of G. &

N. M. pike with north-south road..............-. 39 23 47.1 83 26 50.1
New Martinsburg, 2 miles east of, intersection of G.

& N. M. pike with north-south road............. 39 23 07.1 83 25 56.6
Greenfield, 3 miles west of, intersection of G. & N. M.

pike with north-south road...............0...54. 39 22 .34.4 83 25 07.9
Greenfield, 1.8 miles west of, intersection of G. & N.

M. pike with T road south, 0.2 mile west of brick

SCHOOMMOUSE dons ai oe soai Buns Goee duets! Sik aides eld ee 39 22 06.6 83 24 05.3
Greenfield, intersection of North Washington and

East Fayette streets... 0... cece ee 39 21 10.4 83 23 00.2
Greenfield, 0.5 mile east of, at northeast corner of cross-

roads; iron post stamped ‘‘Prim. Trav. Sta. No. 67,

[9095 OHO? shane ue bea ve eed aes come de ae Eee 39 21 I1.7 83 22 20.0
Greenfield, 2 miles east of, intersection of Greenfield

and Chillicothe pike with T road:south.......... 39 21 12.9 83 20 40.4
Lyndon station, crossing of B. & O. 8. W. R. R. and

DIKE moe da ae aie co raha cease hehe Moo tebs mena 39 21 13.4 83 18 42.1
Steel bridge, center of............. 00.000. c eee eee 39 21 14.6 83 17 47.0
Harper's station, about 0.5 mile south of, at Parrott

schoolhouse, in southwest corner of T road south;

iron post stamped ‘‘Prim. Trav. Sta. No. 68, 1909,

ONO dracula ch watts nessa dat amecehg baer aadoi a eae ees 39 21 21.7 83 16 06.8
Harper’s station, road and B. & O. 8. W. R.R. crossing] 39 21 54.7 83 15 41.8
“TY road. west, Center Of cnacnng genic gaaea¢ eda 39: £3) 822 83 15 42.3
Allison Hires’ mailbox, intersection of Greenfield and

Austin pikes with pike southeast ............... 39 25 09.2 83 16 09.1
Schoolhouse No. 9, intersection of Greenfield and

Austin pike with lane south ..............00005 39 25 32.6 83 15 04.0
Plano, Ohio, about 1.2 miles southeast of, at brick

schoolhouse No. 10; crossroads .........0..02255. B9 LS 53.5 $3 15 45.9
Plano, Ohio, about 1.2 miles southcast of, at north corner

of schoolhouse grounds; irom post stamped “Prim,

Trav. Sta. No. 69, 1909, Ohio” ...............06. 39 28 53.4 83 15 46.1
Harper station, 1.8 miles south of, and just south of

James H. Vuller’s mailbox; Trond north ......... 39 20 22.0 83 15 48.6

 

 

 
TOPOGRAPHIC SURVEY. 381

Geographic positions along highways near southwest edge of quadrangle.

 

 

 

Station. Latitude. Longitude.
°o t n” ° t ”
No. 3 schoolhouse, road opposite................-. 39 19 53.7 83 16 15.5
Five mailboxes, T road southwest at; 20 feet south
by 20 feet west to Allen Edgington’s mailbox...... 39 18 56.8 83 15 21.6
Crossroads at unpainted frame house, 10 feet east to ;
center of box culvert... 2.0.0.0... 00. cece eee 39 18 07.7 83 16 27.2

Cyrus Stork residence, 900 feet east of, on the Fruit-
dale and Bourneville pike at intersection of T road

SOUR WESE teeshe. ga senate valence 4 eda canigvess 39 17 25.0 83 16 48.4
Schoolhouse, 0.5 mile south of; crossroads.......... 39 16 15.8 83.16 45.5
Fork of road to north just east of railroad bridge..... 39 15 01.9 83 17 04.3
Humbold, about 1 mile southeast of, on the Bain-

bridge-Humbold road, at intersection T road south-

west near G. W. Chapin’s mailbox............... 39 15 55.0 83 18 27.7

 

 

 

Magnetic declination east edge of quadrangle is 1° 18’ west.
Magnetic declination south edge of quadrangle is 0° 31’ west.
Magnetic declination west edge of quadrangle is 0° 17’ west.
Magnetic declination central line east-west is 0° 39’ west.

 

SABINA QUADRANGLE.

Geographic positions along highways near east border of quadrangle.

 

 

Station. Latitude. Longitude.

 

Bunker Hill schoolhouse, on Snowhill pike, road

SOutheaStialt.« centesgangawe tiem adiadagiaedesina 39 29 20.5 | 83 31 29.4
Staunton, 1 mile southwest of, on Worthington pike,

at T road northwest ............... fdedeos ae dikes aceh 39 28 17.8 83 30 14.8
_Junetion of Worthington pike and the Plymouth-

ROCKVINE POA. 4.5 scons ks danse Macince dig ot ee’ BU 39 27. 47.2 83 31 23.0
Junction of Plymouth-Rockville road and Leesburg

Pike: scsctgs hee aa Pe Ree e aes OE Rete EAL ES 39 26 50.8 83 30 08.2

Crossing of Washington-Leesburg and the Sabina-
Greenfield pikes; Washington 9 miles, Leesburg 6

WAM ES) cls .c5¢ a eta gare hae dad BE Rak OE Re See Soe 39 25 52.9 83 30 49.0
Schoolhouse No. 6, 1.2 miles south of, on Washington-

Leesburg pike at road east................20005. 89 24 29.6 83 31 38.2
Crossing of Washington-Leesburg and Sabina and

and East Monroe pikes .............00..000 000s 39 23 53.2 83 31 59.6
Olive Chapel M. E. Church, junction of Barger and

Stafford pikes, just west Of ............. 0c eee 39 23 05.7 83 31 08.3

Fayette-Highland county line, at intersection with
Barger pik@ jas .ccauwos duadamg shaw ey edna s cal yea 39 22 41.5 83 30 43.9

 

 
382 PROGRESS REPORT

Geographic positions along highways near east border of quadrangle—Concluded.

 

 

 

Station. Latitude. Longitude.

East Monroe, 1.25 miles northwest of, on west side off ° ' % Spe. Se

Barger pike at road northeast; tron post stamped

“Prim, Trav. Sta. No. 61, 1909, Ohio.” .......... 39 22 26.6 83 30 30.5
Lees Creek, center of steel bridge Over.............. 39 20 39.9 83 30 33.4
Crossing of Hillsboro and East Monroe pike and

GaSt= West TOA cas eood eee Shes Soe BSS oe sits 39 19 43.8° | 83 31 14.8
Union schoolhouse No. 6, 0.2 mile north of, on East

Monroe-Hillsboro pike at T pike west ............ 39 18 40.0 83 31 25.4
Johnson’s blacksmith shop, 0.3 mile south of, crossing

of east-west and the East Monroe-Hillsboro pike...| 39 17 02.4 83 32 07.3
TyOnd South .2hi ee wA sesh ee ees cash Geet nee Har ee 39 16 59.9 83 31 21.6
Andy Morrison’s residence, 0.2 mile west of, center of :

(ER FOad COSb: 22h sa weoca ears Caan nese ee RES 39 16 14.3 83 31 11.0
Center Of bridge: <sccovveyad cota ghaleanes ee her 39 15 18.2 83 30 42.6

 

 

 

Geographic positions along highways east-west through center of quadrangle.

 

 

 

 

 

 

Station. Latitude. Longitude.
Snowhill, 1.5 miles northwest of, on the east side ofthe) ° ' ™” OE

New Vienna and New Antioch pike at T road south-

west; tron post stamped ‘‘Prim. Trav. Sta. No. 65,

19095 ONO? ee is da cued Gone OE ER ae 39 21 56.8 83 43 47.8
Mt. Olive schoolhouse, (dist. No. 10), cross pikes at..| 39 23 00.3 83 42 29.2
Snowhill, 2 miles northeast of, center of cross pikes...] 39 22 18.4 83 41 08.7
Joseph Edward’s mailbox, cross pikes at ........... 39 21 40.8 83 39 18.3
M. L. Rockford’s mailbox, on north-south pike, at

pike northeast i+ o.sey es Gaea Mid sea Shes Oe aes eke 39 21 35.4 83 38 07.4
T. Morrison’s residence, just southeast of, on the east

side of Lexington-Reesville pike at pike southwest;

tron post stamped ‘‘Prim. Trav. Sta. No. 66, 1909,

ORO sp eructia act's aeuluetn eet Lam wtbioas Saha tanameenee 39 22 43.4 83 36 32.4
Albert Van Pell’s mailbox, crossing of road northeast-

southwest and Lexington-Reesville pike.......... 39 23 21.8 83 36 44.8
WI.S. Adam’s mailbox, on the Old Urbana pike, at

road southwest, 20 feet north to center of bridge...| 39 23 55.9 83 35 57.4
Clinton-Iayette county line stone .............+.5- 39 23 54.9 83 35 21.1
Crossing of Morris pike and Barger pike............ 39 24 24.2 83 34 41.2
Crossing of Barger pike and north-south road........ 39 24 25.8 83 33 31.1
Crossing of Washington-Leesburg and Barger pike...| 39 23 53.2 83 31 59.6
Highland-Fayette county line, center of road at...... 39 22 41.2 83 30 04.6

 

 

Magnetic declination east edge 0° 17’ west.
Magnetic declination south edge 0° 14’ west.

Magnetic declination center line east-west is 1° 13’ west.
WOPOGRAPHIC SURVEY.

BLANCHESTER QUADRANGLE.

383

Geographic positions along highways near west edge of quadrangle.

 

 

 

Station. Latitude. Longitude.
° t u ° t uw

Harveysburg, 1.5 miles east of, on north side of pike

at Warren-Clinton county line; iron post.......... 39 29 48.5 83 59 01.4
Harveysburg, 1.5 miles east of, near St. John’s Church,

center of T road south ............0 00.0000 eee 39 29 46.90 | 83 58 54.60
St. John’s Church, in southeast corner of foundation;

aluminum tablet stamped “Prim. Trav. Sta. No. 50,

1909,-Ohio’’, elev: 943. sccen Gowan edo eons tary 39 29 46.6 83 58 48.1
Clarksville station, about 0.3 mile southwest of; south

BWILCHUBIOCK. ji08ceteccan grote aes a ae Ra TEA YEE ES 39 24 03.2 83 59 27.1
Clarksville, 0.2 mile west of, south side of pike, Clin-

ton-Warren county line post..................., 39 24 05.5 83 59 33.5
Clarksville, intersection of main street with the Cin-

cinnati and Wilmington pike.................... 39 24 03.3 83 58 50.6
Center of T road east ........... 0000. eee eee eee 39 29 54.90 | 83 47 06.40
Deserted Camp, 1.5 miles north of, just east of Samuel

Speer’s residence, 40 feet north by 15 feet west to center

of T road east, 15 feet west and 125 feet south to center

of T road west; iron post stamped ‘‘Prim. Trav. Sta.

No. 57, 1909, Ohio”...... eee 39 29 54.5 83 47 06.3

 

 

 

LEBANON QUADRANGLE,

Geographic positions along highways near north edge of quadrangle.

 

 

 

 

 

Station. Latitude. Longitude.
Red Lion, 0,5 mile east of, on north side of pike, 15 feet) ° ' See.
south by 25 feet east to center of small bridge over
branch to north, to feet north to southeast corner of
E. W. Decker’s garden; iron post stamped “Prim.
Trav. Sta. No. 48, 1909, Ohio” .................. 39 29 25.5 84 14 17.3
Red Lion, 1.5 miles from, T road north, 20 feet south
‘to guide post “Springfield 5 miles”............... 39 29 14.1 84 13 10.6
Red Lion, 2.5 miles east of and 3.5 miles north of
Lebanon, center of crossroads............-.0055 39 29 06.2 84 12 09.2
Red Lion, 3.5 miles east of, T. 3, R. 4, corner sections
D7 8. BBaNd Bh. wad HR oe tek oa Hh Rees ROSA MANE 39 29 29.1 84 10 47.6
Utica, cor. secs. 21, 22, 27 and 28, 10 feet west, and 10
feet south to center of crossroads .............-- 39 29 40.0 84 09 37.7
Yale, 4.5 miles, Waynesville 4 miles, center of cross-
roads, also section corner...........0.-00-00eeee 39 29 34.9 84 0829.0
Cor. secs., center of T road south at schoolhouse ....| 39 29 31.0 84 07 18.0
384 PROGRESS REPORT

Geographic positions along highways near north edge of quadrangle—Concluded.

 

 

Station.

Latitude.

Longitude.

 

Waynesville, 3.5 miles southwest of, on east side of T
road west at Ellis Vin’s residence, 10 feet west by 25
feet south to center of stone culvert; iron post stamped
“Prim. Trav. Sta. No. 49, 1909, Ohio”

Waynesville, 2.5 miles southwest of, center of steel
bridge over Little Miami River..................

Wayne township schoolhouse No. 10, 0.2 mile south
of, 10 feet south to center of triangular grass plat. .

39 29 22.1

39 .9 51.0

39 29 57.8

84 06 34.

84 06 06.

84 04° 36.

 

Geographic positions along highways east-west through center of quadrangle.

 

 

 

Station. Latitude. Longitude,
° I wn ° / u”

Hopkinsville, 0.5 mile southwest of, center of Foster

and Morrow pikes at pike south................. 39 20 02.1 84 13 43.6
Hopkinsville, at northeast corner of cross pikes; 300 feet

south by 20 feet west to center of pikes; tron post

stamped “Prim. Trav. Sta. No. 51, 1909, Ohio”.. ..| 39 20 20.4 84 13 07.9
Hopkinsville, 1 mile northeast of, on the Foster and

Morrow pike at pike north..................504. 39 20 47.5 84 12 19.0
Zoar M. E. Church, center of cross pikes just west of..| 39 21 02.9 84 11 26.4
Foster and Morrow pikes, at T pike north .......... 39 21 21.8 84 10 28.5
Morrow station, crossing of north-south street and C.

Go ME Vig Ris Res itis ae sae si meee rea ete Mats tee Sok wes 39 21 15.0 84 07 57.9
Milepost No. 147, 550 feet east of and just southeast of

intersection of northeast-southwest road and the C.&

M. V. R. R. on east side of wagon road; iron post

stamped ‘‘Prim. Trav. Sta. No. 52, 1909, Ohio” ....| 39 20 33.1 84 06 10.4
Milepost No. 146, private’road crossing at.......... 39 20 43.2 84 05 15.2
Milepost T. No. 145, 0.2 mile west of, near east end of

bridge, pike crossing under railroad.............. 39 21 01.2 84 04 26.5
Hicks station, road crossing northwest-southeast at..| 39 21 59.9 84 03 19.4
Milepost T. No, 1438, overhead road crossing at...... 39 22 09.4 84 02 36.7
Spur to sawmill, east-west road crossing at.......... 39 22 34.2 84 O1 57.7
Clarksville, 2.3 miles southwest of, on cast side of C. &

M.V.R.R., 50 feet west and 15 feet south to center of

road crossing; tron post stamped “Prim. Trav. Sta.

No. 53, 1909, Ohio”... eee ...| 39 22 57.0 84 Ol 00.8
Milepost No. 140, 0.2 mile south of, northeast-south-

West road. crOSSING coisa nus peace eae sea one 39 23 10.7 84 00 02.9

 

 

 

Magnetic declination north edge is 0° 28’ east.

Magnetic declination center line east-west is 0° 45’ east.
TOPOGRAPHIC SURVEY. 385

MASON QUADRANGLE,

Geographic positions along highways and railroad near southwest corner
of quadrangle.

 

 

Station. Latitude. Longitude.

 

Loveland, 1.5 miles southeast of, at southeast corner off ° ' ” a rn
T. pike east, 35 feet north and 20 feet west to center
of pike; tron post stamped ‘‘Prim. Trav. Sta. No. 97,

$909) ONO veya cepts are wae cha aves nanan ahatady oe 39 15 30.3 84 15 00.6
Loveland, crossing of B. & O. S. W. R. R. and Penna.
Re Rive ca sin gavel 2e9 ae geg Gaal ea Mee een eg ee 39 16 00.6 84 15 31.9

 

 

 

EAST CINCINNATI QUADRANGLE.

Geographic positions along highways near southwest edge of quadrangle.

 

 

Station. Latitude. Longitude.

 

Spann post-office, 0.5 mile east of, or feet and N. 20°} ° ' @ i si a
50’ E. to south corner of Spann schoolhouse; iron
post stamped “Prim. Trav. Sta. No. 95, 1909, Ohio”’| 39 00 47.9 84 15 10.1

Wm. Eppert’s mailbox, center of crossroads at...... 39 01 40.0 84 15 19.2
Merwin postoffice, 670 feet southeast of, intersection

of pike southwest ............... Wiaitaleneseh wena 39 03 13.7 84 15 22.0
Withamsville, T. road north at ................... 39 03 52.3 84 16 46.5
East-west pike at center of T. road south........... 39 05 02.2 84 16 36.5
Gleneste station, north-south pike crossing C. G. & P.

Electric R. R..........0.-22 020 releubeatcos vhs, cele Sed 389 05 39.2 84 15 49.1
Gleneste postoffice, 0.5 mile northwest, T. pike north} 39 06 20.4 84 16 17.2
Dave Hausermann’s mailbox, turn of road at........ 39 07 09.4 84 16 09.4

Perintown station, 0.7 mile west of, on north side of
pike, at T. road south; iron post stamped ‘Prim.

Trav. Sta. No. 96, 1909, Ohio”.................. 39 08 15.9 84 15 03.9
Guinea, 0.3 mile northwest of, cross pikes at store..| 39 13 44.1 84 15 25.8
Schoolhouse No. 7, cross pikes at.............0005. 39 14 13.4 84 14 39.6

 

 

 

Magnetic declination east edge of quadrangle is 0° 55’ E.

25—T. S. -
386 PROGRESS REPORT

BATAVIA QUADRANGLE.

Geographic positions along east edge of quadrangle (along highways.)

 

 

 

Station. Latitude. Longitude.
° £ uo ° t n
New Harmony, center of crossroads at............. 39 00 48.7 84 00 45.9
Brown-Clermont county line stone in northeast corner

of J. W. Abbot’s garden... .........0..0....0000. 39 00 48.1 S401 17.5
Henning’s mill, 0.5 mile west of, center of T. road east .|. 39 00 49.1 84 02 32.0
Todd’s Run schoolhouse, T. road west, south of ..... 39 02 09.0 84 02 34.4
Williamsburg, 0.5 mile southeast of, at C. P. McKever’s

residence, center of forks of pike................. 39 02 57.3 S84 02 48.9
Williamsburg station, third street crossing, N. & W.

Re Re AWEStiOL..245 ssc0n ehe degen é akeos eee ee ee 39 03 27.7 84 C3 08.8
Center of pike ‘at T. road east.................0..0. 39 05 12.6 84 01 58.8
Harbold schoolhouse, 1 mile south of, center of cross-

TOAdS Abreu eet Oe ere Sh ows Gat eR dw eee aes ca uA 39 05 45.3 84 01 04.4
Harbold schoolhouse, center of crossroads at........ 39 06 28.5 84 00 40.8

Brown-Clermont county line stone, east of T. road..| 39 07 15.3 84 00 25.0
Marathon, 1.5 miles south of, at W. G. Dougherty’s

mailbox; “DT; TOad -eaSti.os ica oc pina wupe ee go ea 39 07 15.5 84 00 25.8
Brown-Clermont county line stone, south of covered
bridge iieic sect once seaevele dace naked aad, 39 08 03.6 84 00 18.0

Marathon, 0.5 mile south of, 20 feet duce east to west end
of covered bridge; iron post stamped ‘Prim. Tray.

 

Sta. No. 90, 1909, Ohio”.................0..0.. 39 08 16.5 84 00 11.2
Brown-Clermont county line stone................. 39 08 27.6 84 00 15.0
Marathon, T. road south at, near N. E. Applegate’s

SCOPE 2 ay ce BSN Pete oes DRS se aad hore ean on 39 08 39.5 84 00 26.6
Marathon, 0.5 mile north of, forks in pike.......... 39 09 11.5 84 00 44.8
Lerado post-office, crosspikes at, 20 feet north to

south corner of public scales.................00. 39 10 29.2 84 00 30.1
Crossroads, center Of......... 0.0.0.0 eee ee ee eee 39 12 17.0 84 01 42.8
Crossroads, center of, at large brick house.......... 39 13 05.6 84 00 30.5
Woodville, in northwest corner of A. W. Garrison’s

front yard, 20 feet north and 20 fect west to town pump

at center of crosspikes; tron post stamped ‘Prim.

Trav. Sta. No. 91, 1909, Ohio”.................. 39 15 17.5 84 00 38.6
Woodville, at church, on northeast-southwest pike at

Ts pik@ North <2 x su2ow ke 2 Ae pat tgs See ae ee 39 15 19.20 | 84 00 26.30

 

 

Magnetic declination for east edge of quadrangle is 1° 2’ E.

Magnetic declination for south edge of quadrangle is 0° 58’ E.

Magnetic declination for west edge of quadrangle is 0° 55’ E.

Magnetic declination for east-west line through center of quadrangle is 0° 48’ E.
TOPOGRAPHIC SURVEY.

LYNCHBURG QUADRANGLE.

Geographic positions along highways near south edge of quadrangle.

387

 

 

 

Station. Latitude. Longitude.
Sardinia, 2.5 miles cast of, at ‘five points,” ncarCodda-| ° ' ” re. Me
man schoolhouse, 30 ject north and 20 feet west to

intersection of roads; iron post stamped “Prim. Trav.

Sta. No. 86, 1909, Ohio’. ............0...0.002.. 39 00 07.5 83 45 41.3
County line, fork in road just south of, 10 feet north

tO Center OF DIGS 15 caine a ea ae nada ws aa fae 39 O1 10.7 83 45 05.5
Brown-Highland county line, stone on west side of :

NOGA. ak ce Ae Peete pe i eRe aasem nec W aa ming 39 O1 12.7 83 45 04.9
Sardinia, 1 mile east of, road crossing.............. 39 00 01.6 83 47 25.5
Sardinia, west part of, intersection of N. & W. R. R.

and Mt. Orab pikes: carve cays wesse due secde te 39 00 26.0 83 48 40.2
Sardinia, 1.2 miles west of, on the Mt. Orab-Sardinia

pike, at T. road north............... Leuioaeneeee 39 00 38.3 83 49 52.7
Whiteoak station, 1.2 miles east of, T. road south..} 39 00 51.0 83 51 18.6
Whiteoak station, at northeast corner of crossroads, 25

feet west and 10 feet south to center of cossroads;

iron post stamped ‘*Prim. Trav. Sta. No. 92, 1909,

OWN Goose Bele co ahs ie iS tie pea Seared det ie 39 01 07.1 83 52 38.5
Te POA TOTUM: fief 205 dehy 4. G5 hog evine how batt ad bac donne ae 4 Gee B08 39 O01 29.8 83 54 25.4
Mt. Orab, center of cross streets at................ 39 O1 39.4 83 55.11.9
Township line stone, opposite; center of Williamsburg

and, Mt, Orab pikes 24 caciac dat ccashn nein mesa 39 O01 55.3 83 56 31.4
Maple Grove schoohouse, 1.25 miles east of, center of

Tread sOuth ccc os ue ee ies decode eee aas aes 39 00 57.6 83 57 37.9
Maple Grove schoolhouse, center of T. road south....| 39 00 52.1 83 59 11.0

 

 

 

Geographic positions along highways east-west through center of quadrangle.

 

 

 

 

 

 

 

Station. Latitude. Longitude.
oO f ” ° y ”
A. W. Willett’s residence, on Cincinnati road at road
Gast; intersection as5 0a gee erence deve eae eae od 39 O7 41.2 83 45 47.5
Danville, 0.5 mile southwest, on southwest side of Cin-
cinnati road at road to west to Pricetown, 50 feet cast
and 25 feet north to center of forks; iron post stamped
“Prim. Trav. Sta. No. 87, 1909, Ohio”............ 39 08 30.6 83 46 09.1
Horner-Salem township line, D. & P. pike.......... 39 08 32.4 83 46 40.0
Pricetown, center of crosspikes at................. 39 08 34.4 83 48 09.4
Pricetown, 1 mile west of, center of pike at T. road
MOTD Ses wa Veae aps PAU DADS edheaa Adda 39 08 £9.7 83 49 10.4
Harwood post-office, center of crosspikes at......... 39 07 51.7 83 50 46.8
Harwood post-office, 1 mile west of, stone in center
OF crossroad s.4 0s aseuedbaes BS oes ee se ha setae ReS 39 07 49.9 83 51 38.6
388 PROGRESS REPORT

Geographic positions along highways east-west through center of quadrangle—Concl’d.

 

 

 

Station. Latitude. Longitude.
Harwood post-office, 1.2 miles west of center of road) ° '’ 7” re
at Highland-Brown county line; 15 feet southwest
tO TOad NOrth: «.6ss6ge6 neces teres tog eeecaseees 39 07 50.9 83 52 05.5
Northtown, 3 miles east of, at southeast corner of Har-
wood and Five Mile road, at road south, 20 feet west
and to feet north to stone at forks; iron post stamped
“Prim. Trav. Sta. No. 89, 1909, Ohio”’............ 39 07 28.5 83 52 52.9
Gum Corner schoolhouse, 0.8 mile east of; T. road
SOUGh va sws-aci ceca ew Baten See teenie eb ece oaKeiee 39 07 16.4 83 54 05.1
Gum Corner schoolhouse, center of crossroads at....| 39 07 11.8 83 54 51.5
Northtown (Fivemile), center of crossroads at...... 39 07 09.4 83 55 58.4
Crossing of pike and road....................505. 39 06 54.2 83 57 27.2
Marathon, 2.5 miles east of, center of pike and road
CHOMING croc ciidie saree rtaweetieee tee Le taa eg 39 07 35.0 83 58 37.9
Dillstation, east-west pike, crossing B. &O.S. W.R.R.| 39 13 38.1 83 55 02.0

 

 

 

Geographic positions along highways near north edge of quadrangle.

 

 

 

Station. | Latitude. Longitude.
I
° t “ fe] , ”
Lynchburg, in north corner of railroad fork, 29 feet south
of store and 74 feet northwest of railroad station; iron|
post stamped “Prim. Trav. Sta. No. 64,[1909,,Ohio”/ 39 14 30.8 83 47 32.0
Lynchburg, crossing of Main street and B. & O. S. W.
Ris Recess nek yacthveed Ge sant ands Sear bae seeds 39 14 30.50 | 83 47 32.40
Mr. M. Brown’s mailbox, T. road southwest at...... ' 39 13 59.5 83 59 11.8
TFOAGSOUtHWESE: anoint ap dias haw ai Re auch ea mana yon 39 14 26.9 83 59 41.3

 

Magnetic declination of east edge of quadrangle is 1° 41’ W.
Magnetic declination of south edge of quadrangle is 0° 34//E.
Magnetic declination of west edge of quadrangle is 1° 02’ E.
Magnetic declination of center line east-west. is 0° 10’ W.
TOPOGRAPHIC SURVEY.

HILLSBORO QUADRANGLE,

389

Geographic positions along highways near north edge of quadrangle.

 

 

 

Station. Latitude. Longitude.
Dallas, 1.5 miles north of, at southeast corner of cross-| ° ' 7” Oe ey Gu
roads, <0 feet west to intersection of roads, nail in

AAA ais set Soe aha ar ia sta nalts, Suh Bea ehevd actos DN RE 39 14 00.2 83 31.15.8
Hillsboro, 4 miles northeast of, on the Hillsboro and

East Munroe pike at road east, 15 feet west to Mrs.

W. K. Wright’s mailbox.................00.004. 39 14 58.0 83 33 34.8
Hillsboro, about three miles northeast of, on the East

Munroe-Hillsboro pike, center of steel bridge over

Clear-creels 3. 9 ¢4.5¢4 vated ed cu Ave caus wed oe awk 39 13 52.8 83 34 34.5
Mr. Shepard’s residence, 0.7 mile north of T. road south} 39 14 46.8 83 35 14.0
James Elliott’s residence, center of Samantha pike,

TUTOR WESt vies enor aeed oa anes we long 8 39 14 41.0 83 36 19.2
Careytown-Hillsboro pike at road east.............. 39 14 28.8 83 37 45.1
Hillsboro, 4 miles northwest of, near Persimmon Ridge

schoolhouse, at northeast corner of intersection of

Hillsboro and Vienna pike and road east; iron post

stamped ‘‘Prim. Trav. Sta. No. 63, 1909, Ohio”....| 39 14 43.2 83 39 05.2
Dunn’s chapel, 0.2 mile east of, center of crossing of

Hillsboro-Lynchburg pike and east-west road....| 39 14 20.7 83 40 51.6
Dunn’s chapel, 1.5 miles west of, T. road south...... 39 14 02.0 83 42 36.5
Stone at center of crossroads..............0 0000 ee 39 13 49.2 83 43 32.4

 

 

 

Geographic positions along highways near south edge of quadrangle.

 

 

 

Station. Latitude, Longitude.
° t wn fe] - “”
Mayhill, center of road at township line........... 39 00 40.1 83 30 15.0
Mayhill, at south corner of crossroads, 25 feet north and

10 feet east to center of roads; iron post stamped ‘Prim.

Trav. Sta. No. 82, 1909, Ohio”’.................. 39 00 45.4 83 30 28.5
Jessup, 1 mile south of, north-south pike at T. road :

WCB Aaron ccs feaites Seiad Sinaia Se hype Nasties BAG Aas DT aN 39 00 38.3 83 32 13.0
Greenbrier schoolhouse, west of; T. road southeast..| 39 00 56.3 83 33 50.3
Buckrun post-office, 0.2 mile south of, on Seaman-

Fairfax pike, at road northeast.................. 39 00 02.9 83 34 55.8
Emerald, center of crossroads at..............0..5. 39 00 03.1 83 39 29.7
Emerald, 0.8 mile west of, T. road south........... 39 00 18.8 83 40 17.6
Pincastle cemetery, center of pike at T. road southeast] 39 00 00.0 83 42 42.2

 

 

 
390 PROGRESS REPORT

Geographic positions along highways near east edge of quadrangle.

 

 

 

Station. Latitude. Longitude.
4
°° t u fo} t au”
Jesup, center of crossroads at .....0000... 000000005 39 O1 30.7 83 31 59.3
Jesup, 0.6 mile northeast of, Highland-Adams county

line monument, in J. H. Moore’s front yard........ 39 02 00.2 83 31 44.7
J. W. Moore’s mailbox, crossroads at, 10 feet southwest

to telephone pole .......... 0... e cece eee eee eee 39 02 32.6 $3 31 12.2
Bell post-office, 0.8 mile southeast of, forks, north

point of grass: triangle m0... .uceee8eeron eeeeay te 39 03 19.6 83 31 36.3
Bell post-office, center of T, road east at............ 39 03 46.9 83 31 58.5
Brush Creek, center of bridge over................. 39 04 50.7 83 30 47.7
Pleasant schoolhouse, 0.2 mile north of, center of T.

road west, 5 feet north and 15 feet west to center

OL MOU idnics tie Sac ge apa eangacene eae widens 39 05 30.1 83 30 45.4
T. road west, north of small store.................. 39 06 41.9 83 31 00.9
Berryville, 2.5 miles east of, 15 feet south to center of|

T. road; iron post stamped ‘Prim. Trav. Sta. No. 83,

1909. ONO! vc tcid Sooke is net Oil eRe i aSeseenaks 39 07 27.2 83 30 50.9
Marshall, 1 mile west of, stone at crossroads......... 39 OS 52.2 83 30 22.6
Marshall, 1 mile northwest of, intersection of Hillsboro

and Marshall pike and north-south road.......... 39 09 31.0 83 30 20.5
Dallas, 1.7 miles south of, cross pikes at Beechwoods :

SCHOOMMOUSE 5 oic si eond win Sewrdneina ar aged won A eoecdoneess 39 11 32.8 83 30 10.5
Dallas, center of crossroads at, 20 feet north to town

PUMP rca earth gerne saangand Me rape kate x 39 12 55.2 83 30 38.7

 

 

 

Geographic positions alcng highways near west edge of quadrangle.

 

 

 

 

 

Station, Latitude. Longitude.
@ t “uw °o - Wn
Mowreystown, crossing of Main streets in........... 39 02 18.2 83 44 55.6
Mowreystown, 1.8 miles north of, on the Mowreystown-

Taylorsville pike, at T. road west................ 39 03 43.1 83 44 45.1
Taylorsville, 0.2 mile west of, center of T, pike south. .| 39 04 41.3 83 44 30.2
T. road south, at northwest corner of wooded field....] 39 05 44.1 83 44 46.5
D, ©, Marconet’s residence, 0.2 mile northeast of; cen-

ter of T. road southeast.............0....00000- 39 06 41.3 83 44 59.0
Danville, 0.5 mile southwest of, at southwest side of Cin-

cinnatt road at road west to Pricetown, 50 feet cast

by 25 feet north to center of forks; irow post stamped

“Prim. Trav. Sta. No. 87, 1909, Ohio” ........... 39 08 28.2 83 44 42.6
Danville, center of T, pike southeast............... 39 08 41.9 83 44 16.3
Danville, 1 mile north of, center of T, road east...... 39 09 39.4 83 44 26.7
TOPOGRAPHIC SURVEY.

391

Geographic positions along highways near west edge of quadrangle—Concluded.

 

 

 

Station. Latitude. Longitude.
Danville, 2 miles north of, just north of C. E, Lewis’) ° /’ 7” Bch oe
residence, center of T, road west................. 39 10 18.0 83 44 26.4
T. road east, just south of church.................. 39 11 03.7 83 44 08.5
Fairview, center of cross pikes in west part of........ 39 12 15.3 83 43 48.0
Fairview, 1 mile west of, center of Cincinnati pike, at
POad NOLtNWESti i. ees a dine acad bore died we di 39 12 15.4 83 44 39.3

 

 

 

Geographic positions along highways east-west through center of quadrangle.

 

 

|
Station |

 

| Latitude. Longitude.
° t uw ° I au”
Danville, 0.5 mile southeast of, forks in road, 20 feet
east to center of culvert .........0...0..00..000. 39 08 21.2 83 43 52.3
Newmarket station, crossing of east-west road and
N.& W.RLR........ een me near 39 08 14.8 | 83 41 53.2
Newmarket, center of cross pikes at................ 39 08 07.8 83 40 07.2
Newmarket, 2 miles east of, at northeast corner of
Harrisonville schoolhouse, 4o feet east by ro feet north
to center of crossroads; iron post stamped ‘‘Prim. Trav.
Sta. No. 88, 1909, Ohio”’.....................0.. 39 07 44.5 83 37 57.8
Berryville, 2 miles west of, intersection of Hillsboro-
West Union and old state road.................. 39 07 37.7 83 36 01.3
Berryville, 1.5 miles west of, T. road southéast, on
Top Oh WW oe eee oeaug duce wacked Gadget au Se aad 39 07 49.9 83 35 09.0
Berryville, 0.5 mile northwest of, at Prospect Church,
center Of cross pikes......004 eset ad ecewen nes 39 08 06.0 83 33 50.6

 

 

 

Magnetic declination of north edge is 0° 14’ west.
Magnetic declination of south edge is 0° 36’ west.
Magnetic declination of west edge is 1° 41’ west,

Magnetic declination of center line east-west is 0° 19’ west,

Magnetic declination of east edge is 1° 28’ east.
392 PROGRESS REPORT

BAINBRIDGE QUADRANGLE,

Geographic positions along highways near north edge of quadrangle,

 

 

 

Station. Latitude. Longitude.

Barrett schoolhouse No, 12, 0.5 mile south of, 390 feet} ° ' Qe

west of T road north, on south side of Hillsboro and

Greenfield pike; iron post stamped ‘Prim, Trav. Sta.

No. 62, 1909, Ohio’...... 2. ee eee 39 14 24.8 83 29 53.4
Barrett schoolhouse No. 12, 0.5 mile south of, at

southwest corner of T. road north, 15 feet north by

10 feet east to center of T, road; hub............ 39 14 56.0 83 29 48.8
Bainbridge, 0.8 mile north of, 0.2 miles north of school-

house, 20 feet east of forks, just inside of field; I. B. M.

post stamped ‘‘Prim, Trav. Sta, No. 70, 1909, Ohio’) 39 14 23.3 83 16 35.1
Stringtown, center of crosspikes at store........... 389 14 05.7 83 29 17.1
Schoolhouse, west of, center of T, road south....... 39 14 32.2 | 83 27 01.4
T.- road north, center. OF wccccsicsnc ne san ee cee eae wes 39 14 49.8 83 25 37.5
Snake Corners schoolhouse, 0.3 mile west of; center of

CYOSSTORUS) ¢ crea asd Sa} ek Oey Pea BS USS Eee ew 39 14 47.8 83 24 15.3
Snake Corners schoolhouse, 0.5 mile east of, at southeast

corner of T, road south; iron post stamped ‘Prim.

Trav. Sta. No. 71, 1909, Ohio”.................. 39 14 44.0 83 23 19.8
J. Kinsley’s mailbox, T. road east at, 10 feet north

and 10 feet west to locust tree.................. 39 15 00.0 83 20 39.6

 

Geographic positions along east edge of quadrangle (along highways).

 

 

 

 

 

Station. x Latitude. Longitude.
o t Ww ce] t u”

Scioto-Pike county monument in front yard........ 39 00 38.8 83 15 08.0
Scioto-Pike county stone monument.............. 39 00 52.0 83 15 31.0
Scioto-Pike county line stone at forks of road to south} 39 00 49.9 83 15 40.7
County line monument at junction of Adams-Scioto,

and Pike: CoumtiéSs + sss as vex pace urs sas eee ereey 39 00 57.1 83 16 16.3
Adams-Pike county line stone at crossroads at Groom’s| ~

GORE Sy cnlgttnd goneslad o ais aay alan open eee ime aay etm yak dats 39 01 13.1 83 16 31.6
Groom’s store, at northeast corner of crossroads; tron

post stamg¢ed ‘Prim. Trav. No. 79, 1909, Ohio’”’....| 39 O1 13.4 83 16 31.0
Old store building, center of road opposite at T. road

NOTH. 2c este sew wewabst beads Wes cee tS 39 02 13.8 83 15 15.3
Whiteoak church, center of crossroads at, 15 feet

southeast to center of triangular mound.......... 39 03 05.8 83 15 32.3
Latham, 2.5 miles south of, northeast of Grassy Fork

schoolhouse, center of T, road southeast......... 39 03 54.7 83 16 01.3
Bainbridge station, road crossing west of........... 39 13 53.89 | 83 16 16.19
Road northeast along wire fence, 25 feet east to north

Cid. OF Pateks panicaawe raha Rela Mates aun oolky 39 12 16.2 83 16 05.3
Ross-Pike county line, stone on east side of road....| 39 11 39.3 83 15 58.5
Pine Top schoolhouse, 0.5 mile southeast of, center of

Ty. TOad C48t ceva poche etaetsceayeg ie reneeiegs 39 10 44.5 83 16 08.0
Auerville, 0.8 mile northwest of, fork in road, 10 feet

south to cross on butternut tree............. 006 39 09 01.8 83 15 13.5

 

 
TOPOGRAPHIC SURVEY.

393

Geographic positions along highways near south border of quadrangle.

 

 

 

= Station. Latitude. Longitude.
° , ” ,o t uw
Schoolhouse, west corner Of........ 5.0.0. c eee eee 39 00 47.7 83 17 46.5
Locust Grove, 1.2 miles northwest of, intersection of
Sinking Springs and Peebles pike with T. road east] 39 00 09.5 83 23 48.2
Serpent Mound, 0.8 mile southeast of, intersection of
Sinking Springs and Peebles pike with T. road north] 39 00 58.4 83 25 33.2
Brush Creek, center of steel bridge over east fork of..| 39 01 22.6 83 26 11.1 —
Lovett post-office, T. road north at store, center of..| 39 01 36.6 83 27 10.4
Lovett post-office, 1 mile south of, T. road east, north a
of small house on west side of road.............. 39 00 47.4 83 27 21.4
Lovett post-office, 1.8 miles south of; T, road north..| 39 00 14.0 83 27 26.7
Fork in road at corner of garden................. 39 00 21.5 83 28 06.4
John Peterson’s residence, center of T. road north just :
39 00 31.6 83 29 00.6

 

CASb Of vox dese ad Let em ies RG Mee sae L ae eed Be

 

 

 

Geographic positions along highways east-west through center of quadrangle,

 

 

Longitude.

 

 

 

Station. Latitude.
° t ” ‘ t ”
Schoolhouse, 0.2 mile west of, A, W. Seller’s mailbox;

TD PORA MOTEIGA thc ipcae nig atee dee deg ele aay ema nag SRR Ree 39 09 51.8 83 29 57.4
Marshall, T. pike south at blacksmith shop........ 39 09 07.6 83 29 06.3
Marshall, 1.8 miles east of, at Cameron farm, T. road .

MOTEN Lecce iitis teenies iran ecneed ees Ge Geeta 39 09 30.9 83 27 10.7
T. road east, cross cut on stone corner at........... 39 08 30.4 83 26 38.1
Carmel, 2 miles south of, center of T, road west..:°..} 39 08 49.6 83 25 19.0
T. road west, center of, at old abandoned house....| 39 08 34.5 83 24 16.2
Brush Creek, T. road north, 0.2 mile west of wooden

bridge OVEN gis sah ag ek eres Sate ae aes haw ad aetas 39 07 32.7 83 23 58.4
Sinking Springs, 3.7 miles north of, 0.7 mile north of

Sam Butler’s store and hotel, in northeast corner of

pasture at T. road west; iron post stamped “‘Prim.

Trav. Sta. No. 84, 1909, Ohio”.................. 39 07 30.0 83 22 47.6
Intersection of Bainbridge-Sinking Springs pike and

GaSt=WestTOA es vases naslain na Seen w wide we Patan 39 07 57.1 83 22 24.8
Cynthiana, 2 miles southwest of, Highland-Pike

county line monument, on east side of Sinking

Springs and Bainbridge pikes................... 39 08 59.8 83 21 51.6
Cynthiana, 1 mile south of, on the Bainbridge and

Sinking Springs pike, intersection with T. road

SOUtHEASE sie ees n ecu pig esi Gera ape ane Bs Ge en Radiata hate 39 09 22.3 83 20 45.0
Ora A. Benner’s mailbox, at southwest corner of tri-

angle at fork in road.......... 06.60 cee cee enue 39 06 30.7 83 19 35.4
Perry-Mifflin township line, culvert at.............. 39 07 51.2 83 19 24.9
Newfain post-office, center of road opposite......... 39 07 16.4 83 19 08.2
394 PROGRESS REPORT

Geographic positions along highways east-west through center of quadrangle—Concl’d.

 

 

 

Station. ie Latitude. Longitude.
Latham, 2 miles west of, at Sunfish Valley mill; T.) ° '’ ” PN
Pike NOP wes cay shee sew pao Te Hehe eH Aes wR AE 39 05 36.8 83 16 48.8

Latham, 1 mile west of, forks of pike east of steel
bridge, 15 feet south by 15 feet west to mailbox..| 39 06 06.4 83 15 52.0

 

Magnetic declination of north edge of quadrangle is 0° 31’ W.

Magnetic declination of south edge of quadrangle is 0° 51’ E,

Magnetic declination of east edge of quadrangle is 1° 56’ W.
“Magnetic declination of west edge of quadrangle is 1° 28’ Ts,

 

PIKETON QUADRANGLE.

Geographic positions along highways near north edge of quadrangle.

 

 

 

 

 

 

 

 

 

Station. Latitude. Longitude.
Bainbridge, 1.5 miles east of, road crossing D. T. &| ° ' 7” Oh Oe
Bb ERR IRR acted Feed hae end Glas ec cae cl ae or ANS 2 nice Bete at 39 14 05.6 83 14 41.6
Dill station, crossing of Chillicothe pike and D. T. &
RRs RN 0 Uh eee icoaz oats cehes Coated satel adhe Relient ta 39 14 42.8 83 12 44.4
Yankeetown, intersection of pike and road just south-
west of Township Hallat....................... 39 14 26.9 83 03 34.1
Yankeetown cemetery, 0.7 mile southeast of, center of
crossroads southeast of Dawson’s mailbox........ 39 14 35.7 83 02 23.3
Waller, about 3 miles southwest of, T. road south....} 39 14 39.6 83 01 04.7
Geographic pos tions along highways east-west through center of quadrangle.
Station. Latitude. Longitude.
° t uo ° t ”
Waverly, 1.2 miles west of, center of T. road north...! 39 07 44.9 83 00 16.5
Red Bridge schoolhouse, north of, at George Cooke’s
mailbox, center of T. road west................. 39 07 18.6 83 O1 42.5
Old Dalyville store, forks of pike at, 15 feet east to
locust tree in front of store ................0004. 39 06 25.7 83 03 39.4
Pepper Church, fork in road, 300 feet northwest of....| 39 07 16.2 83 04 31.3
Peppér Church, 0.5 mile north of, at frame school-
house, fork in road, 20 feet due south to small bridge} 39 07 36.1 83 04 48.5
T. road northeast, at foot of long hill............... 39 08 32.9 83 05 35.0
Buchanan, 15 feet north and 25 feet west to center of
crossroads; iron post stamped ‘Prim, Trav. Sta. No.
77, 1909, Ohio” ......... he ebiia amide que thera ae toe 39 08 59.3 83 07 25.5

 

 
TOPOGRAPHIC SURVEY. 395

Geographic positions along highways east-west through center of. quadrangle—Concl’d.

 

 

|
Station. | Latitude. Longitude.

 

|
|
Buchanan, 1 mile west of, T. road northeast, 10 feet] ° ' 7” a a
northwest to guide board on tree marked “ Bain-
bridge 12 miles, No Name bridge 4 miles” ........ 39 08 33.1 83 08 39.5
George Key’s mailbox, center of T. road north at....| 39 08 10.6 83 10 00.5
Mt. Holiness Church, forks of road at, 20 feet south to
center of triangle in forks....................-. 389 07 30.9 83 10 22.6
Steel bridge, forks of road just east of, 30 feet north
to end of board, guard fence.................... 39 07 04.5 83 11 23.2
Morgantown, T. road west at.................00.. 39 07 45.5 83 11 53.6

Morgantown, 2.2 miles northwest of, at Isaac Wall’s
farm, on north side of T. road southwest; iron post

stamped “Prim. Trav. Sta. No. 78, 1909, Ohio” ....| 39 08 25.9 83 14 20.7
Benner schoolhouse, 0.2 mile south of, center of T.

TOAAWESE: of: cacieiaa Bebe Paes 264 AP Ao ee eee es 39 07 44.3 ‘| 83 15 04.3
Latham, 1 mile northeast of, intersection of Old State

Road and road northwest to Bainbridge. ......... 39 06 51.9 83 14 16.3
Latham, at I, O. O. F. building, center of crossroads at] 39 05 58.6 83 14 46.7
Sunfish Creek, 520 feet northeast of bridge over... .. .| 389 05 44.77 | 83 14 50.13

 

 

 

Geographic positions along highways near south edge of quadrangle.

 

 

Station. Latitude. : Longitude.

 

Scioto-Pike county line monument in center of road

opposite white oak tree ........0..0...00000000- 39 00 36.5 83 14 57.0
Scioto-Pike county line monument, £0 feet south by

30 feet east to T. road west.................005. 39 00 35.3 83 14 19.5
Scioto-Pike county line monument on bank on north

SIGE OF TOA Ail eens av nane don cma ek eeu wee wed ae A 39 00 15.2- 83 14 09.0
Scioto-Pike county line monument in J. W. Campbell’s

orchard, just north of Harmon .................. 39 00 07.5 83 13 58.5
Sargents station; iron post No,17.................. 39 00 39.10 | 83 O1 24.80

 

 

 

Magnetic declination, north edge of quadrangle is 1° 26’ west.

" Magnetic declination, east-west centerline is 1° 24’ west.
Magnetic declination, south edge of quadrangle is 2° 24’ west.
Magnetic declination, west edge of quadrangle is 1° 56’ west.

5
396 PROGRESS REPORT

OTWAY QUADRANGLE,

Geographic positions along highways near north edge of quadrangle.

 

 

 

Station. Latitude. Longitude.
Harmon, in front of schoolhouse; Scioto-Pike county} ° ’ 7” Sats irk

THEY, dyer sncs nraciionh dee tates Sk pig in gesee eens nk eas 38 59 55.4 | 83 14 02.2
Harmon, 0.3 mile east of, Scioto-Pike county line

MOUUMED Gs aso kee nae BAe ae Cre ease bund oF nmi eae 38 59 52.2 83 13 37.4
McKinley residence, 0.2 mile east of, Scioto-Pike

county line monument ............... 0... eee eee 38 59 36.7 83 13 11.9
Scioto-Pike county line monument in field.......... 38 59 20.0 83 12 49.7
J. E. Teeter’s residence, T. road east, just north of...} 388 59 15.5 83 12 50.1
Scioto-Pike county line monument in field.......... 38 59 13.8 83 12 49.3
Ladd post-office, center of cross roadsat............ 88 59 12.9 83 10 53.4
Ladd post-office, 1 mile south of, southwest point of

triangle formed by forks of road, crossroad is just

NOT OLIOTKS. sore tataranaanesekhackdey seeders 38 58 16.6 83 10 52.5
T. road south at large barn, center of.............. 88 58 29.2 83 09 31.1
Star schoolhouse, 0,5 mile west of, center of T, road

north, 65 feet west to center of steel bridge near

Creeks BOT) dir atau ambien d Ho ode As Soule Re hee 88 58 55.6 83 08 35.3
Camp post-office, 1 mile west of, at northeast corner of

Jerry Star’s farm and at southwest corner of T, road

north at Star schoolhouse; iron post stamped ‘‘Prim,

Trav. Sta. No. 80, 1909, Ohio” .................. 38 58 46.6 83 08 01.3
Camp post-office, center of crossroads.............. 38 58 27.8 83 06 56.9
John M., Jones’ mailbox, T, road south at........... 88 58 26.2 83 04 56.3
Coopersville, 1 mile west of, road east at west point

Ol BTOVE =e <ctenteeacatain cemteed Ma benta a cea nara ede 38 58 20.6 83 03 53.)
Coopersville, center of crossroads, just west of bridge

Over Canal’at: goes dicey Maha eudeeme net ax Eee ie 38 57 40.5 83 02 39.3
Wakefield, just south of, Columbus-Portsmouth pike

AUTOR WESb:- cin'.ch wien aiden Haale tes Bua h ties dens 88 58 04.6 83 01 19.9

 

 

 

Magnetic declination north border of quadrangle is 2° 24’ west.

 

PEEBLES QUADRANGLE.

Geographic positions along highways near north edge of quadrangle.

 

 

 

 

 

Station. Latitude. Longitude.
° F n ° , ”
Sycamore tree in triangle at forks..... hereerec 38 59 30.7, | 83 18 49.6
Old frame schoolhouse, center of crossroads at...... 38 59 12.2 83 19 49.2
Locust Grove, 1.5 miles east of, center of T. road north] 38 59 06.9 83 21 01.0
Locust Grove, in north part of, at southeast corner of
Braiton’s blacksmith shop and at northwest corner of|
T. road west; iron post stamped “Prim, Trav. Sta.
38 59 30.6 83 22 39.2

No. 81, 1909, Ohio”... eee eee

 

Magnetic declination north edge of quadrangle is 0° 51’ east.
TOPOGRAPHIC SURVEY. 397

WEST UNION QUADRANGLE.

Geographic positions along highways near north border of quadrangle.

 

 

 

Station. Latitude. Longitude.

Buckrun schoolhouse, 700 feet south of, on Seaman-| ° ' 7” a ed

Fairfax pike, at road west, 20 feet north and 10 feet :

west to southeast corner of yard................ 38 59 08.4 83 34 48.1
Calvary Church, 0.3 mile south of, two mailboxes at

forks just north of blacksmith shop.............. 88 59 45.6 83 36 50.0
T. road northwest, center Of...............-..006. 88 58 49.4 83 37 24.7
T. road north, center of, 20 feet north to corner of

Pate POSt! x oiany lang aici olin Meee Able amr eD 38 59 17.3 83 38 34.4

Emerald, 0.5 mile east of, at northeast corner of T. road
north; tron post stamped “Prim, Trav. Sta. No. 85,

1909 ONO) sobs cased sae a aah esieaus ees 38 59 51.0 83 38 52.8
Adams-Brown county line, center of road at........ 38 59 58.4 83 40 30.9 |
Schoolhouse, 0.2 mile south of, center of crossroads...} 38 59 31.3 83 41 25.4
Fincastle, 1 mile west of, center of T. road north..... 88 59 49.6 83 43 43.4

 

 

 

Magnetic declination north edge of quadrangle is 0° 36’ west,

 

GEORGETOWN QUADRANGLE.

Geographic positions along highways near north edge of quadrangle,

 

 

 

Station. Latitude. Longitude.

° / “” ° , u
Eagle-Washington township line.................-. 38 59 32.1 83 46 32.9
Sardinia, 2 miles east of .............. 00.0. 88 59 20.3 83 46 12.9

 

 

 

Magnetic declination north edge of quadrangle is 0° 34’ west.
398 PROGRESS REPORT

PRIMARY TRAVERSE.

Geographic positions determined by J. R. Ellis in 1909, based upon
previously adjusted positions, U. 8. Standard datun.

ALLEN, AUGLAIZE AND VAN WERT COUNTIES.
(Spencerville Quadrangle.)

Geographic positions along public roads from Kemp to Elgin.

 

 

Station. Latitude. Longitude.

 

 

Kemp station, 1 mile west and 0,33 mile north of, at the
northwest corner of crossroads; 15 feet south toT.4
S.,R.5E., cor. secs, 1 and 2, 15 feet south and 30 feet
east toT.3S.,R.5E., cor, secs. 35 and 36; iron post!

stamped ‘Prim, Trav. Sta. No. 1, 1909, Ohio” .....| 40 43 46.0 84 14 33.0
Ts. 3and 48., R. 5 E., corner secs. 2, 3, 34 and 35;

center of crossroads at........6.. 0.0.0 eee eee eee 40 43 45.5 84 15 41.6
T. 358., R. 5 E.,, stone cor. secs. 26, 27, 34 and 35; T. i

Fad WERE RE oo Soe 1 Soa os SSR OR TN SS LASS 40 44 37.6 84 15 42.1
T.38., R.5E.,, cor. secs. 27, 28, 33 and 34; center of

CLOSSTOAdS Abe ica cs area te teas dma daveney saws 40 44 37.2 84 16 51.1
T.358., R.5E., cor. secs. 28, 29, 32 and 33; center of

eT POMEL TO TU BU 4x utes pe veits en ie eclpieie 2 ae BANSS 40 44 36.6 S84 18 00.0
District schoolhouse No. 2; T. road west at.......... 40 44 10.3 84 18 53.3
C. H. & D, R. R.; center of road crossing............ 40 44 10.0 84 20 21.9

Spencerville, 1.8 miles north of, at northwest corner of
crossroads; 33 feet east and 20 feet south to T. 3S.,
R. 4 W., quarter corner between secs. 35 and 36 at
center of crossroads; iron post stamped ‘Prim, Trav.
Sta. No. 2,.1909, Ohio's. 00. ceca scan ees ae eek ee 40 44 09.9 84 21 32.4

T.358., R.4E,, center of sec. 34; center of crossroads at} 40 44 09.5 84 23 15.4

T.38., R. 4 E., corner of secs. 27, 28, 33 and 34; T.

road west on Allen-Van Wert county line ......... 40 44 35.7 84 23 49.4
T.35,, R. 4 E,, cor. secs, 28, 29, 32 and 33; center of

CYOSSPOSUS Bbc nas hoe eee Hea BE EE A eh be ey Reb oRS 40 44 35.4 84 24 58.3
T.35., R.4E.,, cor, secs, 29, 30, 31 and 32.......... 40 44 35.1 84 26 07.4
T.358., R. 3 E., east corner of secs. 25 and 36, railroad

Spike in bridge ats cccxcaaeiae cea team aws mete 40 44 34.9 84 27 22.4
T.358., R. 4 E., west corner of secs. 30 and 31........ 40 44 33.7 84 27 22.4
T.38., R. 3 E., cor. secs, 25, 26, 35 and 36; center of

crossroads at schoolhouse at Elgin. .......-....+5 40 44 34.2 84 28 31.5

 

 

 

Magnetic declination of north border of quadrangle 0° 9’ 00” west.
TOPOGRAPHIC SURVEY.

ALLEN, PUTNAM AND VAN WERT COUNTIES.

(Delphos Quadrangle.)

Geographic positions along public roads from Elgin to Grover Hill.

399

 

 

 

 

 

Station. Latitude. Longitude.
Elgin, 1.25 miles north of, at T, road west; 30 fect east] ° ' ” oo
and 15 feet south to center of T. road; iron post stamped

‘Prim. Trav. Sta. No. 10, 1909, Ohio” ........... 40 45 45.2 84 28 32.7
Elgin, 1.25 miles north and 0.5 mile west of; 10 feet

south to stone; crossroads ................0..0405 40 45 39.7 84 29 06.8
Clover Leaf Railroad crossing north and south road;

center Of track Atirciics ccc eins bgoe hee ene eae 40 46 54.7 84 29 06.9
T. 38., R. 3 E., stone corner of secs. 1, 2, 11 and 12;

T. road north at (schoolhouse near).............. 40 48 00.1 84 28 32.6
T. 28., R. 3 E., south corner of secs. 35 and 36; T.

YOdd NOFA AU ing alee aus ae pats gg Mae CaaS oe wD eee 40 48 56.9 84 28 31.9
T. 38., R. 3 E., north corner of secs. 1 and 2; T. road /

South abi: ebay were eee coe eue ned Ce See nee 40 48 56.9 84 28 32.8
T.258., R. 3 E,, cor. sees. 25, 26, 35 and 36; T. road

BASGAG. <ciaoudcuel anus ReNGe Balin ode SED OA RaNDS 40 49 48.9 84 28 32.1
T.258., R. 3 E., cor. secs, 23, 24, 25 and 26.......... 40 50 41.3 84 28 32.0
Middle Point, 1.5 miles west of, 270 feet east of mile-

post 197, north and south road crossing P. R. R.;

center of north track.............2. 0-0: seen 40 51 30.8 84 28 32.2
T.28., R. 3 E., quarter corner between secs. ll and 14] 40 52 25.5 84 29 07.8
Van Wert county poor farm, 0.25 mile west of, at south-

east corner of crossroads; 30 fect north and 20 feet west

to center of crossroads; iron post stamped “Prim,

Trav. Sta. No. II, 1909, Ohio”...............0... 40 52 43.3 84 29 07.7
T. road east, just west of schoolhouse.............. 40 53 44.1 84 29 08.2
T.258., R. 3E.,, north cor, secs. 2 and 3;T. roadsouth.| 40 54 11.7 84 29 42.4
T.15S., R. 3 E., south cor, secs. 34 and 35; T. road

TIOVENY pero eae cake ae eek Raya aN) 2 oe ha ot ee SAAN A 40 54 11.7 84 29 41.5
T.158., R.3 E., cor. secs. 26, 27, 34 and 35; crossroads

AU rscete ser as, Dean cneiean ca pete sapisnso i Gea raed thet aA deter 40 55 04.3 84 29 41.5
T.158., R. 3 E., cor. secs, 22, 23, 26 and 27; crossroads

Ab edie es ch) ewe het AE Eee Ae Pewee Eee ae aes 40 55 56.1 84 29 41.9
T.18., R. 3E,, cor, secs, 14, 15, 22 and 23; crossroads

AG Sissel AN Wes DAE RET KOS AH RA RARE AoC Habe i 40 56 48.0 84 29 422.2
T.158., R. 3 E,, cor. secs. 10, 11, 14 and 15; cross-

POAOS a6 ew tiny perk ve s Bea oewer eS see eeewedy 40 57 40.1 84 29 42.7
T.18., R. 3 E.,, cor. secs. 2, 3,10 and 11; crossroads..} 40 58 32.2 84 29 43.4
Ts. 18. and1N., R. 3 E.,, cor, secs, 2, 3, 34, and 35;

crossroads on Paulding-Van Wert county line....| 40 59 25.3 84 29 44.0
Grover Hill, 1.25 miles south and 1 mile west of, in

southeast corner of stone retaining wall to bridge;

40 59 41.6 84 29 43.9

_ aluminum tablet stamped ‘‘730 Ohio” ...........
400 PROGRESS REPORT

Geographic positions along public roads from Elgin to Grover Hill—Concluded,

 

 

Station. Latitude. Longitude.

 

 

Grover Hill, 1 mile south and 1 mile west of, at southwest| ° ' % ow

corner of crossroads; 20 feet east and 25 feet north to

T.1N.,R. 3 E., cor. secs, 26, 27, 34 and 35, cross-

roads; tron post stamped “Prim. Trav, Sta. No. 12,

E909: ORO" srs Soe Ske ents coc stia aooenate We ceaty wrboeabions 41 00 17.5 84 29 44.4
Grover Hill, 1 mile west of, north and south road

crossing the Findlay, Ft. Wayne and Western

Fat O aids gcse aca enge ds series agg leed-sieis Baka eee nea gies ..| 41 01 08.90 | 84 29 44.40

 

Geographic positions along public roads through center of Delphos quadrangle from
Primary Traverse Station No. 11 east.

 

 

 

Station. Latitude. Longitude.
°° t aw oO t “u”
Cemetery, T. road northat .................00000. 40 52 44.1 84 28 15.5
Dog Creek, 1 mile north of; T. road east near range line] 40 53 18.2 84 27 18.2
T.28.,R.4E., west corner secs,6and7............ 40 53 18.2 84 27 23.6
T.28., R.3E., east cornersecs, 1 and 12........... 40 53 19.7 84 27 23.6
T.258.,R.4E., cor, secs, 5, 6, 7 and 8; center of bridge
at:schoolhouse . . 02.20 e00¢. se scnu eneee Seen aeies 40 53 18.6 84 26 11.4
T.258., R. 4E., cor. secs, 4, 5, 8 and 9; crossroads at..| 40 53 18.8 84 25 03.0
T.258.,R.4E.,, cor. secs. 3, 4, 9 and 10; crossroads at
Bethel church and schoolhouse ................. 40 53 18.9 84 23 53.4
T.258.,R.4E.,, cor. secs, 2,3, 10 and 11l............ 40 53 19.1 84 22 45.3
T,25., R. 4 E., cor, secs, 1, 2, 11 and 12; at school-
HOUSe IN O58 oie 25 ests cates tbat ar 303: zat dotaden De didi etin, aaah 40 53 19.3 84 21 36.0
Miami and Erie canal; bridge over at range line...... 40 53 20.4 84 20 27.1

Delphos, 3 miles north of, in southeast corner of eastand
west road crossing of the Toledo, St, Louis and Western
R. R.; 25 feet south and 35 feet east to crossing; iron
post stamped ‘Prim, Trav. Sta. No. 13, 1909, Ohio”.) 40 53 18.8 84 20 07.6

Ft. Jennings, 0.8 miles southwest of, northeast and
southwest pike crossing C. H. & D. R. R.; center

OFA Che 3 te tes: tin tenner ante een eaiyem 40 53 45.3 84 18 31.8
Ft. Jennings, center of steel bridge over Ottawa River| 40 54 09.7 84 17 44.8
Ft. Jennings, 0.8 mile southeast of; T. road north....| 40 53 54.5 84 16 47.0
T. 28., R. 5 E., north corner secs. 2 and 3; T. road

SOUtH Atv. cckg wean. das anes eee ae eRe 40 54 14.5 84 15 45.7
T. 18., R. 5 E., south corner secs, 34 and 35; T. road

NOVtD sss cudeyee sev ad Gabe Ree ee Mer ee ee ee eee 40 54 14.5 84 15 48.3

Fort Jennings, 3 miles east of, at crossroads on township
line; 15 feet south and 35 feet westtoT.1S.,R.5 E.,
south corner secs. 35 and 36, T. road north, 80 feet east
and 30 feet south to T. 2 S., R. 5 E., north cor, secs.
xr and 2, T. road south; iron post stamped ‘Prim,
Trav. Sta. No. 14, 1909, Ohio” ............ 0.0 40 54 14.9 84 14 39.0

 

 
TOPOGRAPHIC SURVEY. 401

Geographic positions along public roads through center of Delphos ‘quadrangle from
Primary Traverse Station No. 11 east—Concluded.

 

 

 

 

Station. Latitude. Longitude.

T.18S., R. 5E., south corner secs. 35 and 36; T. road) ° ’ ” CLS
NOL 25 ee cu yes ewe ee eee gee OSReE SAE OKO 40 54 14.8 84 14 39.4
T.18, BR. 5E,, cor. secs, 25, 26, 35 and 36.......... 40 55 06.80 | 84 14 30.67

 

 

Magnetic declinatién of south border of quadrangle 0° 9’ 00” west.
Magnetic declination of west border of quadrangle 0° 1’ 00” west.
Center of Delphos quadrangle, magnetic declination 0° 19’ 26” west.

 

=

SCIOTO COUNTY.

(Scioto Quadrangle. )

Geographic positions along highways east and west through center of quadrangle,

 

 

 

Station. Latitude. Longitude.
° t “ °o t “uw
Jackson-Scioto county line crossing pike.......:....] 38 53 19.3 82 45 33.5
Jackson-Scioto county line, T, 5, R. 19, cor, secs, £0,

AL SDT BMG LS: 8 x aids apa god daa a Wale RA AMEE AO aes 38 53 04.0 82 45 35.2
Steel bridge over Little Scioto River; T, road west at..| 38 53 10.6 82 46 30.3
Irwin’s Store; T. road east at ......... os en nawietes 38 52 54.0 82 47 19.0
Schoolhouse No, 10, road south just northwest of....| 38 52 30.6 2 48 19.0
T. 4, R. 20, cor, secs, 25, 26, 35and 36.............. 38 5222.4 | 82 49 11.7
T. 4, R. 20, center of sec. 4; T. road northat......... 38 51 57.6 82 50 33.2
T. 4 (2), R. 20 (?), center of sec. 33; crossroads at

Burd yVill@; as s-ndetes gate Gio aad MBRaw eae eae 38 52 00.4 82 51 48.4

Purdyville, 0.5 mile west of, 0.8 mile north of Scioto or
Harrisonville, in center of top of north retaining wall
to concrete culvert; aluminum tablet stamped ‘‘Prim,
Trav. Sta. No. 3, 1910, -Ohia" Sra MUNA aah eR te 38 52 01.9 82 52 20.4

Township corner ......... 000.000 c cece eee e eee 38 51 40.3 $2 64 3.8
East-west road at road south, 35 feet east and 10 feet

south to. John Flower’s mailbox................. 88 51 34.3 82 54 33.8
J, H. Chandler’s mailbox, in triangle at T, road south-
EWES Ut cates nGet uhaevetae ns hearst aca Oe eda cued A J 38 52 00.0 | 82 57 21.0
Corner of sections ...........00 000 c cece eee ee 38 52 18.2 82 57 43.3
Lucasville, 1.5 milcs east of, T, road south at church. .| 38 52 35.0 82 57 54.9

 

 

 

Magnetic declination 1° 02’ west,
26—T. S.
402 PROGRESS REPOR? .

GREENUP COUNTY, KENTUCKY ; LAWRENCE AND SCIOTO COUNTIES, OHIO.

(Greenup Quadrangle (Ohio-Kentucky.)

Geographic positions along highways.

 

 

 

Station, Latitude. Longitude.
° / uu Oo t uy
Franklin Furnace, 1 mile south of; T, road west...... 88 37 36.2 82 50 42.0
Pike crossing N. & W. Ry oo. ieee ee 38 38 13.3 82 50 51.1
T. pike southwest at schoolhouse ................, 38 35 05.0 82 49 58.0
Haverhill, 1.5 miles southeast of, Scioto-Lawrence
county line monument on north side of pike....... 38 34 23.6 82 48 32.0
Ty POA NOP sis seis gse piv scare Wace gw aw aiden oe gene a 38 34 10.1 82 47 32.8
Hanging Rock, pike crossing N. & W. Ry. at north

end: Of SIGING ss die eases ves delved eae ca seh us sees 88 33 51.8 82 45 21.8

Hanging Rock, in top of south end of stone culvert 350 .
feet east of pike crossing N.& W. Ry., near north end
of siding at; aluminum tablet stamped ‘Prim. Trav.
Sta. No. 4, 1910, Ohio”... wee 38 33 50.3 82 45 15.8

Haverhill, 1.5 miles north of, on west side of pike, in J.
Oaks & Sons Tile Company’s grounds, 50 feet south
to entrance to same; iron post stamped ’’ Prim, Trav.
Sta. No. 5, 1910, Ohio, 546". ...... 2... 38 36 19.6 82 50 32.9

°

 

 

Magnetic declination of southeast corner of quadrangle is 1° 24’ west,

 

JACKSON COUNTY.

(Jackson Quadrangle. )

Geographic positions along highways east and west through center of quadrangle.

 

 

 

Station. Latitude. Longitude.
T. 7, R. 20, 1.4 cor. between secs. 29 and 32,roadnorth} ° /’ ” Bad, ie
and south at fence east-west............0. 0000s 39 08 07.1 82 44 30.7
Valley Chapel, Chillicothe pike and road west at, 20
feet south to sycamore Snag............0 seen eee 39 08 30.4 82 43 28.8

Covered bridge, C. & J. pike at T. road south just
NOFUV OL Aoeae-Aeh Ver ee Ode RA SEN MARE RGM R TE 39 08 00.0 82 42 47.1

 

 

 
TOPOGRAPHIC SURVEY. 4038

Geographic positions along highways east-west through center of quadrangle—Concl’d.

 

 

 

Station Latitude. Longitude.

Green’s Store, C. & J. pike and road northeast at, 10} ° '’ ” apy ONG

feet northeast to center of triangular grass plat....| 39 07 48.9 82 42 01.9
J. C, Randall’s residence, T. road north at; 10 feet;

northeast to mailbox.............. 0.0.0 e eee 39 08 30.1 82 41 05.6
Leo, 0.2 mile southwest of, cor, secS................ 39 08 47.9 82 40 30.7
Leo, T. road south, just east of schoolhouse at....... 39 08 49.7 82 40 01.0
Leo and Coalton pike, crossing range line between

18 and 19 escaus eee hae eV EG eee eee eee ads Gees 39 08 34.2 82 39 22.5
Sees, 29, 30, 31 and 32, corner of.................. 39 07 42.5 $2 38 18.7
Coalton, 1.5 miles northwest of, in stone 30 inches by 12

inches by 6 inches at southwest corner of T, road south

and just east of John Wilson’s house, 20 feet east and

20 feet north to center of T. road; aluminum tablet

stamped ‘Prim, Trav. Sta. No. 1, 1910, Ohio” ..... 39 07 27.2 82 37 58.2
Garfield station, T. pike west at .................. 39 07 26.5 82 37 11.4
T. 8, R. 18, 1.4 corer on south side of sec, 33, cross-

roads at Sach’s Hotel, Coalton ............... ...| 39 06 49.9 82 36 40.9
Glenray, T. road south at school...................| 89 06 47.2 82 34 55.5
Electric Park, T. road northat ............0. eee 39 07 O1.1 82 33 45.3
Wellston, large stone monument on west corporation

ling Of sondte samnes oy ot cae esd Swe ies wee eh-olie nae 39 06 59.8 82 33 28.2

 

 

 

Magnetic declination of east-west center line 0° 25’ west,

 

JACKSON COUNTY.

(Oak Hill Quadrangle. )

Geographic positions along highways east and west through center of quadrangle.

 

 

 

Station. Latitude. Longitude.

- oO t w ° t u
T. TORO CaSt voce seu dan Be ees yeh Sea Hrd Caw eH 38 52 53.5 82 34 05.4
Oak Hill station, 500 feet south of; pike crossing B.

CO Rs sgh aceon canteen Ned OM cust manus te aun 38 53 38.3 82 34 24.7
T. 5, R. 18, quarter corner between secs, 13 and 14..} 36 53 48.2 82 35 17.6
Mt. Orab Church, crossroads just north of.......... 88 54 12.2 2 36 43.2

Jefferson Furnace, 1.5 miles northwest of, in southeast
corner of foundation to Homer schoolhouse aluminum r
tablet stamped ‘‘Prim, Trav. Sta. No. 2, 1910, Ohio”) 38 54 24.0 82 37 20.0
T. 5, E., R. 18, cor. secs, 9, 10, 15 and 16, 15 feet west

 

 

to center of T. road south.................0000. 38 54 24.4 82 37 27.4
Homer schoolhouse, 0.8 mile southwest of, forks ofroad| 388 54 12. 82 38 14.0
A. C, Arthur’s house, crossroads at................ 88 53 24.2 82 39 40.2
404 ; PROGRESS REPORT

Geographic positions along highways east-west through center of quadrangle—Conel’d.

 

 

 

 

Station. Latitude. Longitude.

: Ob ” o 7 ”
HOrks Of TOAd ~ Jaca Gansiu ba ghd awe eeahoa wish wee 38 53 10.8 82 41 18.6
T, 5, R. 19, 14 corner between secs, 13 and 24...... 88 53 44.2 82 41 26.0
Corner of SecS ...........000. ASth geht Parsaia dadalaoe 3 388 53 45.7 82 41 54.5
Mabee, T. road South at ......... 0.00.00. 00 0c 38 54 11.5 82 43 10.5
Covered bridge, T. road east just west of............ 88 52 58.9 82 44 39.7

 

 

Magnetic declination of line east-west through center of quadrangle is 0° 10’ west.

 

PRIMARY TRAVERSE.
VAN WERT COUNTY.
(Van Wert Quadrangle.)

Geographic positions along highways near south border of quadrangle.

 

 

|
Station. Latitude. Longitude.

 

T.38., R.1E,, corner between secs, 27 and 28, quarter| ° ' 7” SS. SP

corner, near Schoolhouse; crossroads............. 40 45 01.3 84 44 47.1
T.358., R. 1 E., quarter corner between secs, 26 and

27, 0.5 mile south of Schumm; crossroads........ 40 45 00.7 84 43 38.0
T. road eaSt .......-.4-24.20-- Li Doge ta sce msg thee hak 40 45 39.6 84 30 15.1
T.358., R. 3 E, cor. secs, 21, 22, 27, 28, near church; :

CEOSSTOAIS: Gin's gc ded oar Sea ne caty Ree Ree AA Eee 40 45 26.5 84 30 49.0
T.358., R. 3E., cor, secs, 20, 21, 28 and 29.......... 40 45 26.2 84 31 57.6
T.35,, R. 3 E., cor, sees, 19, 20, £9 and 30; T. road

CAS tm ai) ens Gl nn ea anis dae auaih Siar masa Sse ae we ee ee 40 45 26.0 84 33 06.4
T.358., R. 3 E., west corner of secs, 19 and 30 ...... 40 45 26.4 84 34 16.6
T.35., R. 2 E., east corner secs, 24 and 25; T. road

WESE axespes de5-4h eres VE Gwe ace Menges gees 40 45 26.7 84 34 16.6

T.358.,R.2E,, cor. secs, 23, 24, 25 and 26; crossroads.| 40 45 25.9 84 35 26.1
T.38., R.2E,, cor, secs, 22, 23, 26 and 27; crossroads.| 40 45 26.3 | 84 36 34.6
Ohio City crossing of Cincinnati-Northern Railway
1 mile south of (published) .............-..00005 *) 40 45 25.9 84 37 11.3
Ohio City, 1 mile south by 0,5 mile west of, at northeast
corner of crossroads, 30 feet west and 20 feet south to
center of crossroads; iron post stamped ‘Prim, Trav.

Sta. No. 15, 1909, Ohio” ...... 0 eee eee 40 45 25.7 84 37 33.3
T. 35., R. 2 E., cor. secs, 21, 22, 27 and 28; T. road
NOL 4c6-452 4 ben Mes otha esd BREE Pees eh pe EA 40 45 25.4 | 84 37 43.5

T. 38., R. 2 E,, cor, secs, 20, 21, 28 and 29; fence
HOTHHBOUG «canes ese sa swe ek nant ege sees 40 45 25.3 84 38 51.4

 

 
TOPOGRAPHIC SURVEY.

40

Geographic positions along highways near south border of quadrangle—Concluded.

5

 

 

 

 

 

Station. Latitude. Longitude.

T.38., R. 2 E., cor, secs, 19, 20, 29 and 30; T.’road| ° ' 7 OP eel

MOVths shiva eta eevee e He ya Em wee oS Y oe a een Ee 40 45 25.6 84 40 00.0
T. 38., R. 2 E., west corner secs, 19 and 30; T. road

GAS eh aie tind GuaAheey 4 ars Mapes agtdesadepn Ae babe haus, weer 40 45 25.6 84 41 19.3
T.358., R. 1 E., east corner secs, 24 and 25.......... 40 45 26.1 84 41 19.3°
T.38., R.1E,, cor, secs, 23, 24, 25and 26.......... 40 45 26.8 | 84 42 28.3
Schumm, at northeast side of crossing of Toledo, St.

Louts and Western Railroad, 25 feet west and 25 feet

south to railway crossing; iron post stamped “Prim,

Trav. Sta. No, 16, 1909, Ohio” 40 45 27.2 84 43 37.7

 

Geographic positions along highways near west border of quadrangle.

 

 

 

 

 

 

 

Station. Latitude. Longitude.
e
° , ” ° ¥ ”
T.38, R.1E,, cor, secs, 14, 15, 22 and 23, crossroads.| 40 46 19.2 84 43 37.8
T.38.,R.1E., cor. secs, 10, 11, 14and 15; crossroads.| 40 47 11.6 84 43 37.6
T.38., R. 1 E,, cor. secs, 2, 3, 10 and 11; crossroads..| 40 48 04.0 84 43 37.5
T. 38., R. 1 E,, north corner secs, 2 and 3........... 40 48 55.9 84 43 37.3
T, 2 S, R.1 E, south corner secs, 34 and 35; T. road ;

north Pig Wid sie Hak gens oem eRe we eee Re aess ei 40 48 55.9 84 43 35.7.
T. 38., R. 1 E., north corner secs, 1 and 2; just west

OPCLOSSTORASy x3, 60ciigackemaiedan edlyhioa gone ned auuren ‘40 48 56.0 84 42 27.8
T,28S., R. 1 E., south corner secs, 35 and 36........ 40 48 56.0 84 42 27.1
T.28., R. 1 E., quarter corner between secs. 25 and

205 CLOBSEOACB is yin wateed abate ek omlabeds Hea Oe. Hh 40 50 14.5 84 42 26.4

T.28,,R.1E,, cor. secs, 13, 14, 23 and 24, near church

and schoolhouse; crossroadS.............00e00e0e 40 51 33.4 84 42 25.9
Convoy, 3.25 miles south of; crossroads ............ 40 52 12.5 84 42 25.9
T.2S.,R.1E., cor. secs, 1, 2, 11 and 12, 20 feet south

and 20 feet west of, set in southwest corner of cross-

roads; iron post stamped ‘‘Prim, Trav. Sta. No, 17,

1909, Ohio” (schoolhouse) ........... 2.0000 e een 40 53 17.8 84 42 26.5
T.28., R. 1 E., north corner secs, 1 and 2, near cross-

TODAB: ager stinosieti nS wal nlone Stand ind asele 8208 We g-8 Bedale. Sa oe 40 54 10.2 84 42 26.9
T.18., R.1 E., south corner of secs. 35 and 36,

near prnssroade i Soehec sie Hin ig el erases aor ew ty aie mee é 40 54 10.2 84 42 25.8
Ts. land 2,R.1E,, at corner secs, 2, 3, 34 and 35;

@, Toad MOrth: 2a sb seh Ewa Meee eakcuans seek G aaben 40 54 10.3 84 43 34.9
T.18.,R.1E.,, cor, secs. 26, 27, 34 and 35; crossroads.| 40 55 02.6 84 43 34.7
T.18.,R.1E,, cor, secs, 14, 15, 22 and 23; crossroads.| 40 56 47.2 84 43 34.9
T.18.,R.1E,, cor, secs, 10, 11, 14, and 15; crossroads} 40 57 39.6 84 43 34 7
T.18.,R.1E.,, cor, secs. 2, 3, 10 and 11; crossroads...} 40 58 32.0 84 43 35.0
T.1S.and1N., R.1E,, cor. secs, 2, 3, 34 and 35; at

county line Paulding-Van Wert counties; crossroads! 40 59 24.1 84 43 35.2

 

Magnetic declination of south border of quadrangle is 0° 11’ east.
Magnetic declination of west border of quadrangle is 0° 13! cast,
406 PROGRESS REPORT

PAULDING COUNTY.

(Paulding Quadrangle.)

Geographic positions near southwest corner of quadrangle.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Station. Latitude. Longitude.
Batson, 1 mile south by 1,3 miles east of, at southeasi| ° ' ” Op ate, Ge
corner of crossroads, 20 feet north and 20 feet east to
corner of secs, 26, 27, 34 and 35, T. 1N.,R.1 E,,
near St. Paul’s Church; iron post stamped ‘Prim, :
Trav, Sta, No. 18, 1909, Ohio” .............0000. 41 00 16.5 84 43 35.0
Batson, 1 mile east of, crossing of Findlay, Fort Wayne
and Western Railway (published)............... 41 01 06.4 84 43 35.3
@
PAULDING COUNTY.
(Smiley Quadrangle.)
Geographic positions near south border of quadrangle.
Station. Latitude. Longitude.
T. 29 N., R. 15 E,, at east corner of secs. 2 and 35,on}) ° ' ” ood z
State line; T. road west............ eee eee eee 41 00 36.6 84 48 11.2
Baldwin, 1 mile south of, near T, road cast, 20 feet south
and 15 feet west to west corner secs, 30 and 31,T. 1N.,
R. 1 E.; iron post stamped ’’Prim, Trav, Sta. No. 19,
1909; O10 cave desssceMaeateans elacat tieatale hina taees tate 41 00 16.7 84 48 II.I
PAULDING AND VAN WERT COUNTIES.
(Decatur Quadrangle.)
Geographic positions along the Indiana-Ohio State Line,
Station. Latitude. Longitude.
Ts. 1 No and 158., R. 1 E., west corner secs,6 and 31;) ° ’ 7” oe
SE HOMAGHSE o35oe a eau dla eae dt aus be haa eRe ASE S 40 59 23.9 84 48 11.1
T. 29 N., R. 15 T., east corner sees. 11 and 14; T, road
WES a sina cages ca yids Gren gutta eek GaN aneatey Gamal Sash tela 84 48 11.0

40 58 52.7
TOPOGRAPHIC SURVEY.

Geographic positions along the Indiana-Ohio State line—Concluded.

407

 

 

 

Station. Latitude. Longitude.
° t ” ° t ”

T.158., R. 1 E., west corner secs, 6and 7; T. road east.) 40 58 31.8 84 48 10.8
T. 29 N., R. 15 E., east corner secs, 14 and 23; T. road

WOSU ve6.. Useidedeageeseede dee desea tkaes weds 40 58 00.8 84 48 10.8
T.158., R. 1 E., west corner secs, 7 and 18; T. road east] 40 57 39.7 84 48 10.8
T. 29 N., R. 16 E., east corner secs, 23 and 26; T. road

WES: ccsccasns meade cteeirvhinwdasBenequmaiic eax 40 57 08.6 84 48 10.6
T.158., R. 1 E., west corner secs, 18 and 19; T, road

CASE coe Rai yee hls dee Bea aa An Rees wa ee aD 40 56 47.9 84 48 10.5
Ts, 28 and 29 N., R. 15 E., east corner secs, 2 and 35;

T. rOsd West: jd. 2 ong brant a tiosee iS box wae ky Bart 40 56 16.0 84 48 10.4
T.158., R. 1 E., west corner secs. 19 and 30; T. road

CASE oiire tate a pA oa hatin i as einen AD a eed a Oe te 8 40 55 55.2 84 48 10.2
T, 28 N., R. 15 E,, east corner secs, 2 and 11; T. road

WESU a.Ge-de soph an aig cee eee cee nee eS AES 40 55 23.1 84 48 10.0
T. 158. R. 1 E., west corner secs. 30 and 31; T. road

CAS. csacd yucucte gas Ges ao aed Sede tee eee Some net 40 55 02.5 84 48 10.0
Ts. 1 and 2 8., R. 1 E., west corner secs, 6 and 31; T.

TOAC CASE? 64S 78 psecsngsy uh yanmar eanmee wel ome tes 40 54 10.0 84 48 09.6
T. 28 N., R. 15 E., east corner secs, 14 and 23; T. road

WES UE aie syste ite unica doe Hale aed a Dac eIa Ease aan 40 53 35.8 84 48 09.3
Wolfeale, 2 miles west of, at southeast corner of T, road

east, 25 feet north and 20 feet west to west corner secs,

6 and 7,T.2S., R. 1 E.; iron post stamped ‘Prim.

Trav, Sta, No. 20, 1909, Ohio” ................., 40 53 17.8 84 48 09.0
T. 28 N,, R. 15 E., east corner secs, 23 and 26, T. road

west near Church: <sadesns sce acto cutee gees 40 52 43.4 84 48 09.0
T.258., R. 1 E., west corner secs. 7 and 18;T. road east} 40 52 25.8 84 48 08.8
T. 28 N., R. 15 E., east corner secs, 26 and 35; T. road

WEBEL aie Se cd soe ned SEE Raed BERR Be Re eee S 40 51 51.1 84 48 08.5
Ts, 27 and 28 N., R. 15 E., east corner of secs, 2 and

BOs. E, FOAd Westar ecend Ohocee ees oat ev Rede eee 40 50 59.0 84 48 08.1
T. 28., R. 1 E., west corner secs. 19 and 30; T. road

CBSE a5 Mi meas abuts bE wglaw da Min Kea are Dee 40 50 41.2 84 48 08.0
T. 27 N., R. 15 E., east corner secs. 2 and 11; T. road

WES a Sste chads Mean ge kee Mak ech Sea er ae Bees ee 40 50 06.6 84 48 07.9
T.28., R. 1 E., west corner secs, 30 and 31; T. road

CASE ite e gwar heehee med wuld Ha ake Apa UA Net aoe 40 49 48.8 84 48 07.9
Ts, 2 and 38., R. 1 E., west corner secs, 6 and 31; T. °

rOad Gast: caerxcaeryy Sh beke ee LEG RAE DE Ste eS Ras 5 40 48 56.1 84 48 07.7
T. 27N., R. 15E,, sees. 11 and 14 (?)............00. 40 48 22.3 84 48 11.1
T.38., R. 1 E., west corner secs, 6and 7;T. road east.) 40 48 08.4 84 48 07.4
T.°7N., R. 15 E., east corner secs, 23 and 26........ 40 46 37.6 84 48 07.6
Willshire, Ohio, 1.5 miles north of, at northeast corner

of T. road east; 30 feet south and 20 feet west to west

corner secs, 18 and 19, T. 3 S., R. 1 E., iron post

stamped ‘Prim. Trav. Sta. No. 21, 1909, Ohio” ....) 40 46 19.9 84 48 07.6

 

 

 
VROGRESS REPORT

Geographic positions near south border of quadrangle.

 

 

 

 

 

Station. Latitude. Longitude.
Willshire, at Toledo, St. Louis and Western Railway} ° '  ” Sh
crossing of, at east end of bridge over St, Mary’s
RAVER 35 ewe a Shan PASTA he ON tama seh eae a dans 40 45 10.6 84 47 37.3
T, 38., R. 1 E., quarter corner between secs, £8 and
208 road NOTthvis: euid sects cer ah #2eaees enews 40 45 01.1 84 45 55.8

Magnetic declination of State line through ecnter of quadrangle is 0° 03’ east.

Magnetic declination of east border of quadrangle is 0° 13’ east.

 

MERCER COUNTY.

(St. Ienry Quadrangle.)

Geographic positions near north border of quadrangle.

 

 

 

 

 

 

 

 

 

Station Latitude. Longitude.
T.65., R. 3 E., quarter corner between secs.:7 and] ° ‘' ” OF on oe
28, near township house; crossroads.............. 40 £9 15.3 84 30 44.0
T.65., R. 3 E., quarter corner between secs. {8 and 59;
TT. FOGG TWOTth Bt nec os ess She oe ec ee a 40 29 15.3 84 31 52.9
Montezuma, crossing of Cincinnati, Hamilton and
Dayton Railway (published) ................... 40 29 18.0 *84 33 10.1
MERCER AND AUGLAIZE COUNTIES.
(Spencerville Quadrangle. )
Geographic positions along west border of quadrergle.
Station. Latitude. Longitude.
T.38., R. 3 E., south comer secs, 35 and 36, county) ° ' ” Sy
line between Van Wert and Mercer counties....... 40 43 42.3 84 28 31.1
T.458., R. 3 E., north corner secs, 1 and 2, county line
between Van Wert and Mercer counties.......... 40 43 42.3 84 28 31.5
T.45S., R.3E,, cor. sees. 1, 2, 11 and 12, at Church of
God, corner of crossroads ..........0. 0000.00 40 42 49.4 84 28 31.2
T.458,, R. 3 E.,, cor, secs, 12, 13, 11 and 14, 0.2 mile
east of Baptist Church; corner of crossroads....... 40 41 57.2 84 28 30.8
North-south road crossing Cincinnati, Hamilton and .
Dayton RailWay icc ca cce be tee eg ees 40 41 04.8 84 28 30.7

 

 
TOPOGRAPHIC SURVEY.

401)

Geographic positions along west border of quadrangle—Concluded.

 

 

 

" Station. Latitude. Longitude.
° t n” ° 2 wu”
T. 48, R. 3 E., cor, secs, 13, 14, 23 and 24.......... 40 41 04.6 84 28 30.7
T.48,, R. 3 E,, center sec, 24, near Dunkard Church;

gt CrOSSLOadS eva vx toa Yad oe saree es ke Rho meee ORS 40 40 38.7 84 £7 56.2
St. Marys River, center of steel bridge over.......... 40 39 53.9 84 27 56.1
T.458.,, R. 3 E,, cor, secs, 25, 26, 35 and 36; T. road

SOUGHEOLS os gb nae meiacaeas here Acid ad amp Seuae aie a aka 40 39 19.9 84 28 30.5
T. 48., R. 3 E., south corner secs, 35 and 36, near

COSSTORES oii x ncenwn des Riek os daze Mande oad 40 38 27.5 84 £8 30.4
T. 58, R. 3 E,, north comer secs, 1 and 2, near cross- :

POAOS: say ney seados ese odedad pos aed ts deareia Ne 40 38 27.5 84 28 30.2
Elm Grove schoolhouse No, 10, at northwest corner of

crossroads near, 20 feet west and 20 feet south to corner

secs, 1,2, 1rand12,T.5S.,R.3E.,; iron post stamped

“Prim, Trav, Sta. No. 3, 1909, Ohio” ............ 40 37 35.2 84 28 29.8
T.58., R. 3E,, cor. secs, 11, 12, 13 and 14; crossroads.| 40 36 42.5 84 28 30.0
Ts POAC GaSb: 3.4 eeades ces ee ean eins mie eanaeade axe a 40 35 49.9 84 28 29.7
T.5S., R. 3 E., quarter corner between secs. 24 and

15s CLOSSTOAIS ian: coat eed Eee ach eed weds VARS 40 34 57.4 84 27 54.9
T.58., R. 3 E., quarter corner between secs. 25 and 36;

TEPOad WES sacra named SAAR Oona Rew A 40 34 04.8 84 27 54.8
Auglaize-Mercer county line; T. road north ........ 40 33 04.1 84 27 20.0
Pump factory, north-south road crossing Lake Erie

and Western Railway ............00csceeeeeuee 40 32 32.4 84 24 56.4
Grand Reservoir lock, west end of bridge over...... 40 31 18.1 84 25 18.2
T.58., R.4E,, cor, secs. 16, 17, 20 and 21; crossroads.| 40 30 35.2 84 24 55.9

 

 

 

Geographic positions along highways near center of quadrangle.

 

 

 

 

Station. Latitude. Longitude. ©
T. 55., Rs, 3 and 4 E., cor. secs, 1, 6, 7 and 12, Au) ° ’ ” Hs eh
glaize-Mercer county line; crossroads............. 40 37 35.0 84 27 21.6
T.558., R.4E., cor. secs, 5, 6, 7 and 8; crossroads....| 40 87 35.0 84 26 05.7
T.5S., R.4E,, cor, secs, 4, 5, 8 and 9, near church and
schoolhouse; crossroads ........... 000 eee eens 40 37 35.2 84 24 56.7
T.58., R.4E,, cor, secs, 3, 4,9 and 10; crossroads....| 40 37 35.2 | 84 23 48.0
T.58., R.4E., cor. secs. 2, 3, 10 and 11............ 40 387 35.5 84 22 39.2
T.55., R.4E,, cor. secs. 1,2, 11 and12;T.road north} 40 37 36.0 84 21 30.7
Ts. 4and 58., Rs, 4and 5E,, cor. secs, 1, 6, 31 and 36;
T.. road West: sess veseas Sak ovadens sed vaaees tesa 40 38 -9.4 84 20 21.7
Kossuth, 0.8 mile southeast of, at southwest corner of
intersection of northwest-southeast pike with road
south on range line, 15 feet cast and to fect north to
center of intersection; iron post stamped ‘Prim, Trav.
Sta. No. 4, 1909, Ohio” ............ Yate and daytona 40 38 53.8 84 20 22.0
40 38 21.1 84 19 22.2

Pikevat-roadssouth, .ssecc. savevaasseaveriasdeaes

 

 
410 PROGRESS REPORT

Geographic positions ulong highways near center of quadrangles—Concluded.

 

 

 

 

Station, Latitude. Longitude.

Buckland, 1.2 miles west by 0.3 mile north of; cross-| ° ' 7” St
POACS euch aus WAT RAEN HRI ES eas eae eae S 40 37 51.5 84 17 05.1
Buckland, 0.3 mile north of; crossroads ............ 40 37 50.7 84 15 38.0

 

Magnetic declination of line through center of quadrangle is 0° 09’ west.
Magnetic declination of south border of quadrangle is 0° 05’ west. —
Magnetic declination of west border of quadrangle is 0° 14’ west. _

 

AUGLAIZE COUNTY.
(Lima Quadrangle.)

Geographic positions near west border of quadrangle.

 

Station. Latitude. Longitude.

 

Buckland, 1.5 miles east of, at southeast corner of cross-
roads, 35 feet west and ro feet north to center of cross-

roads; tron post stamped ‘‘Prim, Trav, Sta. No. 5,
40 37 40.1 84 14 08.6

[909 OHO" cas eh Goreme semen tree da weno Me aeurae
T. 58., Rs. 5 and 6 E,, secs. 1, 6, 7 and 12; T. road
TOE GIN Bibi dikes sca. tack Soe acces Okara aatrnAe tad BAER Badd Teno 40 37 40.1 84 13 19.8

T.5S., R. 6 E,, secs. 5, 6, 7 and 8, near Church and

schoolhouse; crossroads (published) ............. 40 87 41.4 84 12 11.9

 

 

 

AUGLAIZE AND MERCER COUNTIES.

(Loramie Quadrangle.)

Geographic positions along highways near north border of quadrangle.

 

Latitude. Longitude.

 

Station.

 

° , “u ° t a”

T.558.,R.4 E., cor, Secs, 20, 21, SS and 29; crossroads.| 40 29 42.8 84 24 55.6

New Knoxville, 3 miles cast by r mile south of, at south-
west corner of crossroads, 15 feet north and 25 feet east
to corner secs, 26, 27, 34 and 35,T. 6S, R. 5 E.,
iron post stamped “Prim, Trav, Sta, No. 6, 1909,
ONO” cect eg aciiiooakten thhee anaes we Rahs

T.68., R. 5 J, cor, sees, 27, 28, 33 and 34; T. road
north (Shelby-Auglaize county line) ......-...0.-

40 28 54.4 84 15 34.5

 

40 28 54.4 84 16 42.7
TOPOGRAPHIC SURVEY. 411

Geographic positions along highways near north border of quadrangle—Concluded.

 

 

 

 

 

Station. Latitude. . Longitude.
T.658., R. 5 E.,, cor, secs. 28, 29, 32 and 33; T. road} ° ' ” OP HES
south (Shelby-Auglaize county line) ............. 40 28 53.5 84 17 51.5
T.658., R. 5E,, cor. secs, 29, 30, 31 and 32; crossroads
(Shelby-Auglaize county line) ...............00- 40 28 52.8 84 19 00.0
T. 68S., R. 5 E., west corner secs, 30 and 31; T. road
east (northwest corner Shelby county)............ - 40 28 52.3 84 20 20.7
T.658., R. 4 E.,, east corner secs. 25 and 36; T. road
WESt s.ccacies muagetcits on eae ane aah ow eA meni eros 40 28 51.2 84 20 20.7

New Knoxville, 2 miles southwest of, northeast corner of
schoolhouse No, 4; aluminum tablet stamped “elev.

918 ADJ, 1905, Ohio, Prim, Trav, Sta. No. 7, 1909") 40 28 50.5 84 21 05.2
T.658., R. 4E., cor. secs, 25, 26, 35 and 36; crossroads.) 40 28 50.8 84 21 £9.7
T.68., R. 4 E., cor, secs, 26, 27, 34 and 35; crossroads.| 40 28 50.6 84 22 37.8
T.68., R.4E,, cor, secs, 27, 28, 33 and 34.......... 40 28 50.4 | 84 23 46.9
St. Marys, 4 miles south of, in northwest corner of school-

house No, 1; aluminum tablet stamped ‘912 ADJ, 1905

Ohio, Prim. Trav, Sta, No. 8, 1909" .............. 40 28 49.9 84 23 51.5

T.68., RR. 4E.,, cor. secs,:28, 32, 32 and 33; crossroads.) 40 28 50.2 84 24 55.4
T.658., R. 4E., cor. secs. 29, 30, 31 and 32; crossroads

near Schoolhouse NO. 8 ........... 00. c eee eee 40 28 50.0 84 26 03.8
T.658., R. 3E., east corner secs, 25 and 26, on Mercer-
Auglaize county line..’.............. f einen eavdeens oe 40.28 49.8 84 27 17.8

Montezuma, 3 miles east of, 25 feet east and 20 feet south
to T. road north; tron post stamped ‘Prim, Trav, Sta, ,
No;.9;,.1909, Ohio’. :sc8..cceenee ieee caaadcereess 40 29 15.5 84 29 18.5

 

 

 

Magnetic declination of north border of quadrangle is 0° 05’ west.

 

AUGLAIZE AND SHELBY COUNTIES.
(Sidney Quadrangle.)

Geographic positions near west border of quadrangle.

 

 

 

 

Station. Latitude. Longitude.

T.658., Rs. 5and6E., secs, 25, 30,31 and 36;Shelby-| ° '’ 7” Bo lt
Auglaize county line ..... LoeReginetereswak Ae 40 28 56.3 84 13 16.7
T.68S., R. 5E,, cor, secs, 25, 26, 35 and 36; crossroads.}| 40 28 55.3 84 14 25.8

 

 
412 PROGRESS REPORT

CHAMPAIGN, MIAMI, AND SHELBY COUNTIES.

(Troy Quadrangle.)

Geographic positions along highways near north border of quadrangle.

 

 

 

 

Station. Latitude. Longitude.
T. 3, R. 13 E., secs. 31 and 32, west corner of, T, road} ° ’ ” OE

on Champaign-Shelby county line ............--. 40 14 39.7 84 01 02.3
T. 2, R. 13 E., east: corner of secs. 1 and 2, on Cham-

paign-Shelby county line ...............0000000, 40 14 32.0 84 01 03.0
New Palestine, 0.5 mile north by 0,5 mile west of, T.

road north; 40 feet north of J. H, Loudenback’s

MANOR svcacguxer Gages Gever 4 heeaey cea ves Te 40 14 35.6 84 02 11.6
T. 2, R. 13 E,, cor. secs. 7, 8, 13 and 14; crossroads....}| 40 14 39.2 84 03 22.2
T, 2, R. 13 E., cor. secs, 13, 14, 19 and 20; T. road

SOME M  gdcns a anctng sd beesd eran Sanh he SAMAR Meh ae 40 14 43.6 84 04 30.6
Ts. land 2, R, 13 E., cor, secs, 19, 20, 25and 26...... 40 14 48.6 84 05 39.6
Sidney, 3.5 miles east by 1.8 miles south of, at northeast

corner of T, road north, 20 feet west and 25 feet south

to T, road; tron post stamped “Prim, Trav. Sta. No. ;

S56 N9O9 ORO” ccncniod thin enaltanacdes s Seti cla ten 40 14 49.7 84 05 51.7
T. 1, R. 13 E., cor, sees, 25, 26, 31 and 32; crossroads. .| 40 14 52.4 84 06 38.3
T.1, R. 13 E,, cor, secs, 1, 2, 31 and 32;T. road south.| 40 14 57.9 84 07 48.6
T. 1, Rs. 12 and 13 E,, cor, secs, 1,6, 7and12........ 40 14 09.3 84 09 03.3
T. road west at schoolhouse..................-.005 40 13 50.1 84 09 39.6
MW WOR CAS: ter 8 arg Seat she Ad Se GaP Oh ons BPTI 40 14 07.0 84 11 22.7
Sidney, 3 miles south of, center of bridge over Miami

RIVER ido poorer aianhnones er acagen aad aete 40 14 38.7 84 10 58.4

 

 

 

 

Magnetic declination of north border of quadrangle is 0° 13’ east.

 

Geographic positions along highways near west border of quadrangle.

 

 

 

 

 

Station. Latitude. Longitude.
T. 1, R. 12 E,, cor, secs, 16, 17, 22. and 23;T. road west] ° /'  ” a
Bb We ik omnsials aay eae MMe ead Smeal) be alate soe wale 40 12 31.3 84 11 29.8
T. 1, R. 12 E., cor, secs, 15 and 21, on Miami-Shelby
COUNGY UME: eee did dn ake. Math iea a Sie BE ES 40 11 39.3 84 11 34.9
T. 1, R. 12 E.,, cor, sees, 14, 15, 20 and 21; crossroads at} 40 10 46.9 84 11 40.5
T. 1, R. 12 FE, cor, secs, 18, 14, 19 and £0; T. road
Gusbatk e5ses ais heed area woes Te wataa eS 40 09 53.0 84 11 45.6
TOPOGRAPHIC SURVEY.

413

Geographic positions along highways near west border of quadrangle—Concluded.

 

 

 

Station. Latitude. Longitude.
Piqua, 2 miles east of, at northeast corner of T, road| ° ' ” ee te
north near schoolhouse No. 7, 20 feet south by 20 feet

west to south cor, secs, 13 and 19, T, 1, R. 13; tron post

stamped ‘Prim, Trav, Sta. No, 37, 1909, Ohio”..... 40 09 00.5 84 II 50.8
T. 1, R. 12 E,, cor, secs, 19 and 25; T. road north....| 40 09 04.3 84 12 59.3
Piqua, crossing of Main and Ash streets at .......... 40 08 59.7 84 14 21.8
T.1,R.12 E,, cor. secs, 17, 18, 23 and 24, near school-

house No, 1; crossroads ............ 00.000 eee 40 08 07.8 84 11 51.9
T. 1, R. 12 E., cor, secs, 16, 17, 22 and 23; crossroads .|- 40 07 15.8 84 11 55.6
T.1, R. 12 E,, cor, secs, 15, 16, 21 and 22; crossroads..| 40 06 24.1 84 12 00.1
T. 1, R. 12 E., cor. secs, 21, 22, 27 and 28; crossroads..| 40 06 27.3 84 13 08.5
Covered bridge crossing east-west road and electric

TELL WAY. Gussie sia hinics iva daa id Aube kd euaaak ames weber Oa 40 06 28.2 84 13 55.1
Milestone marked ‘‘P, 4 T, 3,” on west side of pike....| 40 05 12.7 84 13 23.1
Milestone marked ‘“‘P. 7 T. 1,” center of T, road west,

15 feet north, Of p23 .agge8 wenccsea ne eteaene caer 40 03 44.0 | 84 12 50.2
Troy, McKay Avenue crossing C.H. & D. Ry........ 40 02 24.0 84 12 50.4
North-south crossing C,H. & D, Ry ............... 40 01 35.0 84 13 04.4
Ts. 7 and 8 N., R. 6 E,, cor. secs, 4, 5, 32 and 33;

CLOSSTORUS) 1 ccs ip Sac-dsiusc Se Reaiauhe nissan auinie agnd bunt Biaabise 40 00 37.6 84 13 11.4
T.7N.,,R.4E., cor.secs.4, 5,8 and 9, on west side north-

south road just north of crossroads and near corner of;

30 feet south and 20 feet east to center of crossroads;

tron post stamped “‘Prim. Trav. Sta. No, 40, 1909,

Ohi0” -.cctedvne rence eee eas ga athoeneandenecae 39 59 44.9 84 13 20.1

 

 

 

 

Magnetic declination of west border of quadrangle is 0° 12’ east.

 

7

Geographic positions along highways east-west through center of quadrangle,

 

 

 

 

 

 

 

Station. Latitude. Longitude.
°° # “ ° ze uw
T. 1, R. 12, corner of secs, 7 and 13................ 40 08 56.2 84 10 42.1
Old cemetery, T. road north at...............00004 40 08 52.2 84 09 35.7
T. 2, R. 12, south corner secs, 1 and 31.............. 40 08 48.4 84 08 26.0
T. 1, R. 12, north corner secs, 6 and 36.............. 40 08 48.3 84 08 23.0
T. 2, R. 12, south corner secs, 25 and 31............. 40 08 44.4 84 07 17.7
T. 1, R. 12, north corner secs, 30 and 36............. 40 08 44.2 84 07 14.0
T. 2, R. 12, cor, sees, (south corner) 19 and 25; T, road
NOT. hs as ew reed ream ae eine Pa Renee | 40 08 40.5 84 06 10.0
Fletcher, 0.5 mile east of, at southeast corner of T, road
south, 20 feet south and 30 feet east of north corner
secs, 24 and 30,T, 2, R, 11; iron post stamped ‘Prim,
40 08 40.1 84 06 06.0

Trav, Sta. No. 41, 1909 Ohio” ..................
414 PROGRESS REPORT

Geographic positions along highways east-west through center of quadrangle—Conel’d.

 

 

Station, Latitude. Longitude.

 

TT. 2, R. 12, south corner secs, 13 and 19, at T, road

north near Schoolhouse ..........0. 0 cee eee ee ees 40 08 36.6 84 05 01.6
T. 2, R. 12, north cor, secs, 18 and 24, at T. road south

en sohnolleuse Sxiaiees Gper esau date megane Haye a te ew aee as 40 08 36.5 84 05 00.0
T, 2, R, 12, south corner secs. 7 and 13, at T. road

OTE 8 scone yin dice gash as Com ame ancte waaay gree Bea 40 08 32.8 84 03 53.3
T. 2, R. 12, north cor, secs, 12 and 18, at T. road south| 40 08 32.7 84 03 52.6
Ts. 2 and 3, R. 12, cor, secs, 1, 6, 7 and 12; crossroads

near Lena schoolhouse ........... 0... cece eee 40 08 29.1 84 02 44.0
Miami-Champaign county line; center of pike at..... 40 08 25.2 84 01 36.:

w

 

 

 

Magnetic declination of center of quadrangle is 0° 01’ east.
Magnetic declination of east border of quadrangle is 0° 02’ west,

 

LOGAN COUNTY.

(Bellefontaine Quadrangle. )

Geographic positions along highways near west border of quadrangle,

 

 

Station. Latitude.. Longitude.

 

° , ” fo} , a”

T, 2, R. 8 E.,, cor, secs, 27, 28, 33 and 34; crossroads at.| 40 35.8 83 58 49.6
Maplewood, 3 miles east of, at southeast corner of cross-
roads which is quarter corner between secs, 27 and 34,
T, 2, R. 8 E., tron post stamped “Prim, Trav. Sta.

No
lo

NO: 335, 1909, O16! o.com ced cnt aauad urea dasenes 40 22 36.1 83 58 15.1
T. 2, R. 8 E., see. 27, quarter corner on north side of,

at T, road south near schoolhouse................ 40 23 28.4 83 58 16.4
T.75., R.8E,, cor, secs, 19, 20, 29 and 30........... 40 24 36.4 83 58 27.7
T.75., R.8E.,, cor, secs, 17, 18, 19, and 20.......... 40 25 29.6 83 58 28.1
T.758., R. 8 E,, cor, sees. 7, 8, 17 and 18, at T. road

south, 715 feet east of schoolhouse No, 4.......... 40 26 21.6 83 58 28.5
T.75., Rs. 7and 8 E., cor, secs, 7, 12, 13 and 18; cross-

TOROS: s.c0is'4 Bind dba tenis waa aac Beacy Bir eeasn GAD ooh oe 40 26 21.7 83 59 36.9
T.75., Rs. 7 and 8 E., cor, secs, 1, 6, 7 and 12; T. road

WESUr Wnt LiKe tials Gees Rete ea ane ace eee gee 40 27 14.1 83 59 37.0
Ts. 6and 75., Rs. 7 and 8 E., cor, secs, 1, 6, 31 and 36,

at crossroads near schoolhouse No, 8............. 40 28 06.5 83 59 37.2
T.658., Rs. rede Ey cor, secs, 25, 30, 31 and 36; T.

road west; 22 feet east to dressed stone post...... 40 28 58.9 83 59 37.4

Santa Fe, 0.5 mile south of, in top of southwest corner
of bridge abutment; aluminum tablet stamped “Prim,
Trav. Sta. No. 34, 1909, Ohio.”.......... eee eee ee 40 29 06.1 83 59 37.6

 

 
TOPOGRAPITIC SURVEY.

41

Geographic positions along highways near west border of quadrangle—Concluded.

5

 

 

 

 

 

Station. Latitude. Longitude.
° / “ ° t u
Ts. 1 and 2, R. 8, cor. sees, 3, 4, 33, and 34; crossroads.| 40 21 43.0 83 58 49.2
T. 1, R. 8, cor, secs, 3, 4, 9 and 10; crossroads........ 40 20 50.9 83 58 48.8
T. 1, R. 8, cor, secs, 9, 10, band 16........ RN 40 19 58.2 | 83 58 48.1
T, 1, R.8, cor, secs, 15, 16, 21 and 22............... 40 19 08.6 83 58 47.9
Quincey, crossing Big Four and D. T, and I. railways..| 40 17 51.4 83 58 18.4
T. 3, R. 8, cor, secs, 22, 23, 28 and 29; T. road west...) 40 17 10.2 83 58 21.4
T. 3, R. 8 and T. 3, R. 13, cor. secs, 22, 28, 27 and 3,
crossroads, near schoolhouse and on Logan-Cham-
paign county: lhe io isc en eal d ee wen ge veneens 40 16 16.1 83 58 26.9
T, 3, R. 13, secs, 20, 21, 26 and 27, T. road east, at
corner of; near Schoolhouse ...............0000505 40 15 23.6 83 58 32.2

 

 

 

Magnetic declination of west border of quadrangle is 0° 10’ east,

 

CHAMPAIGN COUNTY.

(Urbana Quadrangle. )

Geographic positions along highways near west border of quadrangle,

 

 

 

 

 

 

Station. + Latitude. Longitude.
St, Paris, 1.5 miles west of, at southwest corner oj) ° ' * OC
crossroads, 25 feet west and 85 feet north of quarter

corner between secs, 24 and 30, T, 3, R. 11; tron post

stamped “Prim, Trav, Sta. No. 42, 1909, Ohio” ....| 40 08 00.0 83 59 12.4
T. 3, R. 11, quarter corner between secs, 23 and 29; :

CYOSSTOMAS: jyccscey cus hand tae ek red ake daa een a eS 40 07 08.1 83 59 17.2
T, 3, R. 11, cor. secs, 22, 23, 28 and 29.............. 40 06 42.0 83 59 19.9
T. 3, R. 11, cor, secs, 20, 21, 26 and 27.............. 40 04 57.7 83 59 30.6
T. 3, R. 11 cor. secs, 19, 20, 25 and 26; crossroads....| 40 04 04.9 83 59 35.7
T, 3, R. 10, cor, secs, 23, 24, £9 and 30; Champaign-

Clark county line 2.0.0... 0. eee eee eee 40 02 17.5 83 59 46.7
T, 3, R. 10, cor, secs, 22, 23, 28 and 29.............. 40 01 24.9 83 59 52.1
T. 3, R. 10, cor, secs, 21, 22, 27 and 28; crossroads....| 40 00 31.3 83 59 57.6
Alcony, 3 miles east by 1 mile south of, at northwest cor-

ner of Troy and Springfield pike and north-south road,

25 feet north and 20 feet west of crossroads near town-

ship house; iron post stamped “Prim, Trav. Sta. No.

43; 1909 Ohi0": cx cai coe me eee tewe re eel see See te 39 59 42.7 84 00 02.7
T, 3, R. 11, cor, sees, 24 and 30 (jog in road to west). .| 40 08 24.6 83 59 09.9
T. 3, R. 12, cor, sees, 19, 20, 25 and 26; crossroads....} 40 09 17.4 83 59 08 .5
Prince schoolhouse No, 1, 430 feet south of; T. road

COS Ui Fe ge teal vtce Soe ah Pte Aiton Mabe Ca pene ls alte HATE IE 40 10 09.6 83 59 03.5
T. 3, R, 12, cor, sees, 21, 22, 27 and 28.............. 40 10 52.3 83 58 59.6
T. 3, R. 12, cor. secs, 22, 23, £8 and 29, at T. road east .} 40 11 54.3 83 58 53.6
416 PROGRESS REPORT

Geographic positions along highways near west border of quadrangle—Concluded.

 

 

 

Station. Latitude. Longitude.
° 7 uy ° t a”
Carysville, crossroads at .......... sec eee eee eee 40 12 43.1 83 58 48.4
T. 3, R. 12, cor, secs, 23, 24, 29 and 80.............. 40 12 46.8 83 58 47.9
T. 3, Rs, 12 and 13, cor, secs, 19, 24, 25 and 30....... 40 13 38.8 83 58 42.6
Quincy, 4 miles south of, at northeast corner of crossroads,
20 feet east and 20 feet north of cor. secs. 19, 20, 25 and
26, T. 3, R. 13; tron post stamped ‘Prim, Trav, Sta.
IN'O:39,. 1909, OMIO' ice a a6 tye cd op wie unite’ Seales dns tbs 40 14 32.1 83 58 37.1
T. 3, R. 13, cor, secs, 25, 26, 31 and 32; near church; es
40 14 35.8 83 59 46.2

 

ECEOSSTORAS = a «see ulseindiesy ate: Wea nndah Ayo oe dee WORD Gupta

 

 

Magnetic declination of west border of quadrangle is 0° 02’ west.

 

DARKE AND MIAMI COUNTIES.

(Covington Quadrangle.)

Geographic positions along highways east-west through center of quadrangle,

 

 

Station.

 

 

 

 

Latitude. Longitude.
° t uu ° , a”
T. 9, R. 5, quarter corner between secs. 13 and 18....} 40 08 52.8 84 15 34.3
Piqua, corporation line; T, road north.............. 40 08 52.6 84 16 08.3
T. 9, R. 5 E., quarter corner between secs. 13 and 14..| 40 08 52.4 84 16 42.6
T. 9, R. 5 E,, quarter corner between secs, 14 and

LS at CLOSSTOAUS  o4-n\dds'a54 tener Mele caee see Sas a6 40 08 51.8 84 17 54.4
T. 9, R. 5 E., quarter corner between secs, 15 and 16;) —

at TrOadsSOuth: 2 o5 st soe kN and Rak fue ewan oat 40 08 49.5 84 19 01.6
T. 9, R. 5 E., quarter corner between secs, 16 and 17;

at: T, P6adSOUthx. i ncxca ces cas eaweniad was eeages 40 08 48.7 84 20 10.0
Covington, 2 miles north of, at southeast corner of cross-

roads, 25 feet west and 15 feet north of crossroads;

tron post stamped ‘Prim, Tray, Sta. No, 38, 1909,

OMG ss iiss aa aheeey ae ABS gonlalalegvnibenees pada Aoi a8 40 08 50.5 84 21 08.9
TG. BB, Cok, Hees, 17, 1G, POAT SO ox cunds sa'kaa ams 40 08 21.0 | 84 21 18.0
Quarter corner; T. road west at ......-. 2.00. eae 40 07 55.6 84 21 17.6
Covington, large steel water tank at .. .......... 40 07 07.1 84 21 21.9
T. 9, R. 5 E., west side of sec, 19; quarter corner on;

PE SEGA CCA tn sit ice G saute nan.cey bast sisslavap Peelay dha tates aedgtine? 40 07 54.2 84 22 25.6
T. 9, R. 4 IL, sec, 24, quarter corner on east side of;

AES TOR IWESE: gz cad hee whey Seas a eae aS 40 07 53.8 84 22 25.6
T. 9, R. 4, quarter corner between secs, 23 and 24; at

CYOSSTORIS: caliniainG das ge seheea minted Bee Tea was 40 07 53.0 84 23 34.7
T.9, R.4E.,, at cor, secs, 13, 14, 22 and 29; crossroads.| 40 08 18.6 84 24 43.8
TOPOGRAPHIC SURVEY. 417

Geographic positions along highways east-west through center of quadrangle—Concl’d

 

 

 

Station. Latitude. Longitude.

T. 9, R. 4 E,, cor, secs, 15, 16, 21 and 22;0n Miami-| ° / ” OF Re
Darke county line 1.0.6.6... eee eee 40 08 17.8 84 25 51.4
T.9, R.4E,, cor, secs, 16, 17, 20 and 21; crossroads at| 40 08 16.8 84 26 59.8
T.9, R. 4E,, cor, secs, 17, 18, 19 and 20............ 40 08 15.6 | 84 £8 08.9

Bradford, 2.5 miles west by 0,5 miles north of, on south
side of east-west road, 765 feet east of quarter corner
between secs, 18 and 19, T. 9, R. 4, crossroads and
about 3 feet north of east-west fence; iron post stamped

“Prim, Trav. Sta. No. 39, 1909, Ohio” .......... 40 08 14.9 84 28 33.3

 

 

 

Magnetic declination of east border of quadrangle is 0° 12’ east.
Magnetic declination of center of quadrangle is 0° 02’ east.

 

LOGAN AND SHELBY COUNTIES.
(Sidney Quadrangle.)

Geographic positions along highways on east-west line through center of quadrangle,

 

 

7

 

Station. Latitude. Longitude.
Ts. 7and 88., R. 6 E., cor. sees. 5, 6, 31 and 32, near} °° ’ 7” Ct Le
schoolhouse No, 6; crossroads..........--..+000- 40 22 49.9 84 12 06.4
T.758., R. 6 E.,, cor. secs, 32 and 33, fence north at
south corner Of SecS... 2.2.0.0. 6 cece ete eee 40 22 50.1 84 10 58.1
Ts. 7 and 85., R. 6 E,, cor. secs, 3, 4, 33 and 34, near
schoolhouse NO, 8 ........ 0.0 c cece eee eee ee 40 22 50.4 84 09 49.6
Ts. 7and 85., R. 6 E., cor. secs. 3, 4, 33 and 34...... 40 22 50.7 84 08 41.0
Ts, 7and 88., R. 6 E., cor, secs, 1, 2, 35 and 36...... 40 22 51.0 84 07 32.6
Schoolhouse, No. 5, 0.2 mile east of; crossroads. ..... 40 22 51.1 84 07 15.4
T. 7, 8., Rs. 6 and 7 E., south corner secs, 31 and 36;
TP sPORO MOPED! sures Guseccw ciated dames quieted tedden 40 22 51.4. 84 06 24.0

Maplewood, 3 miles west of, in southwest corner of
abutment to bridge on Greenville Treaty Line road at
Louis Covault’s house; aluminum tablet stamped

 

 

“Prim, Trav, Sta. No, 32, 1909, Ohio” ........... 40 22 53.6 8405 15.4
T. 2, R. 7 E., cor. secs, 26, £7, 34 and 35; T. road east;

near schoolhouse NO.9 ......... 0.0.0 seve ee eee 40 22 32.4 84 04 31.8
T. 2, R. 7 E,, cor, secs, 25, 26, 35 and 36; crossroads at} 40 22 33.2 84 03 23.4
Maplewood, Main street crossing D. T, & I. Ry...... 40 22 34.4 84 01 26.8
T. 2, R. 7 E., cor, secs, 29, 30, 31 and 32; crossroads..| 40 22 34.6 84 01 07.3
Shelby and Logan counties, stone boundry post

IDOE WEEE missle s.e ecaecie Sash ceuetnseae ode its THE a rosin 40 22 34.9 84 00 15.6
Quarter corner between secs, 10 and 11, at T. road

WeSt: oc ligtles: gate ges gate eda pao tos eT Re, ig ES 40 15 05.7 84 11 13.9

 

Magnetic declination of center of quadrangle is 0° 17’ east,
Magnetic declination of east border of quadrangle is 0° 10’ east.
Magnetic declination of south border of quadrangle is 0° 13’ east.

27—T. 8.
418 PROGRESS KEPORT

PRIMARY TRAVERSE.

AUGLAIZE, DARKE, MERCER AND SHELBY COUNTIES.

(Loramie Quadrangle.)

Geographic positions along highways through center of quadrangle.

 

 

 

Station. Latitude. Longitude.
Maria Stein, 2 miles south of, in southeast corner off ° ' ” a
foundation to bridge on east-west road, 0,2 mile cast of

section corner; aluminum tablet stamped ‘Prim, Trav.

Sta. No. 26, 1909, Ohio” ..................00005. 40 22 42.5 84 29 21,
Ts. 7and858., R.3E., cor. secs. 1, 2, 35 and 36; cross-

POAS: tiene Gidsnd en eauiih abd eeeis Oe ine ae os eel ed 40 22 42.5 84 28 27.
Ts. 7and 85S., Rs, 3and 4E., cor, secs, 1, 6, 31 and 36;

Mercer-Auglaize county line .............+..+--- 40 22 42.3 |. 84 27 19.
Ts. 7and858., R.4E., cor. secs, 5, 6, 31 and 32, Mercer-

Auglaize county line; T. road west............-.. 40 22 42.4 84 26 O1.
T FOadsSOUtN: vised sce aes or ee eek RR Re Se CBee ees 40 22 29.2 84 24 53.
Loramie, Catholic Church spire......--....-+-+000- 40 21 04.5 84 22 17.
T.758.,R.4E,, cor. secs, 26, 27, 34 and 35, in Minster;

GLOSS Streets: catsic ae ascitic als BaF wld waseumied ge kleuerdss 40 23 35.5 84 22 35.
Minster, 1 mile east of, in southeast abutment to bridge

over ditch, 40 feet west and 10 feet south from cor, secs,

25, 26, 35 and 36,T.7S., R. 4 E., at road south;

aluminum tablet stamped ‘Prim, Trav. Sta. No, 27,

1909; Ohi0? es: eansne aon a aeaeada share ae aR 40 23 36.0 84 21 27.
T.75S., R. 4E,, east corner secs, 25 and 36, Auglaize-

Shelby county line; T. road west .......-.--.-44. 40 23 36.6 84 20 18.
T.75S., R. 5 E., west corner secs, 30 and 31; Auglaize-

Shelby county line; T. road eaSt.........----+--- 40 23 37.7 84 20 18.
T.75S., R. 5 E,, cor. sees, 29, 30, 31 and 32; T. road

OTC 4 sx hey Lid WAL Ge been aeobarcacnaana aucss oe BG ae Ae 40 23 38.2 84 18 59.
T.758., R. 5E,, cor. secs, 28, 29, 32 and 33; crossroads} 40 23 39.4 84 17 50.
T.758., R. 5E., cor. secs, 27, 28, 33 and 34, near school-

house No, 6; T, road south ..........0. 0.00000 40 23 39.7 84 16 42
Ts. 7and858., R. 5 E., cor, secs, 3, 4, 33 and 34; T.

POA CABG: oy Ar hoe Rnbidin Ga un aee vue g See eet Se A SS 40 22 47.0 84 16 41.
Ts. 7and 8 5., R. 5 E.,, cor. secs, 2, 3, 34 and 35; cross-|

OAdS i exh sus daa eee taeR ede acs eea tens 40 22 48.0 84 15 32.

 

 

 
TOPOGRAPHIC SURVEY.

419

Geographic positions along highways near south border of quadrangle.

 

 

 

 

Station. Latitude. Longitude.
° t i ° t “
T.9N., R.5E,, cor, secs. 5, 6, 7 and 8; T. road west..} 40 15 22.0 84 21 27.2
T.9N., R. 5 E., west corner secs, 6 and 7, near cross-
TOACS sacubharrae saa ged Fo4 Sea ee AEE eae dee sey 40 15 21.4 84 22 35.3
T.9N., R. 4 E., east corner secs. 1 and 12; near cross-
TOUS) ceahattonn erin eiednin Fi GAM aot a hecuneius aaNlt a aa 40 15 21.6 84 22 35.3
T. 10 N., R. 4 E,, cor. secs. 1, 2, 11 and 12; T. road
TL OT GIN ec aiayis, gents tore Shang eeablacs lw BNS Bg wae dug 40 15 21.1 84 23 43.9
T.10N., R.4E., cor. secs, 2, 3,10 and 11; crossroads.| 40 15 20.7 84 24 52.6
T. 10 N., R. 4 E., cor. secs. 3, 4, 9 and 10; Shelby-
Darke county line; T, road east .............006. 40 15 20.4 84 26 01.5

 

 

 

 

Magnetic declination of east-west line through center of quadrangle is 0° 08’ west.
Magnetic declination of east border of quadrangle is 0° 24’ west.

Magnetic declination of south border of quadrangle is 0° 04’ east.

 

AUGLAIZE AND SHELBY COUNTIES.

(Sidney Quadrangle.)

Geographic positions along highways near west border of quadrangle.

 

 

 

 

 

 

Station. Latitude. Longitude.
° f ww ° , “a”
Ts. 7and858., R. 5 E., cor, secs. 1, 2, 835 and 36...... 40 22 49.0 84 14 24.8
Anna, 1 mile south by 2 miles west of, at northwest cor-

ner of crossroads, 15 feet north and 25 feet west of

cor, secs, I, 6, 31 and 36, Ts, 7 and 8 S., Rs, 5 and 6

E., tron post stamped ‘Prim, Trav. Sta. No. 28, 1909,

ORI! ioc ai cians Rata Sy ada es iidace acta Bee a hee iS 40 22 49.9 84 13 15.9
T. 758., Rs. 5 and 6 E., cor, secs. 25, 30, 31 and 36;

EQOSSLOAS © seslsa so. als ie POND Samana a Hl Eh OE Ue 40 23 42.0 84 13 15.7
T. 75., Rs. 5 and 6 E., cor. secs, 19, 24, 25 and 30;

CROSSIORGS> canis site Be Shed Hes A ead soe Reh opele’ 40 24 34.7 84 13 15.8
T. 78., Rs. 5 and 6 E,, cor, secs, 13, 18, 19, and 24;

CTOSSTORAS: -pcdiecdee isch Sheds beams hs whee Scenes b gis Mpevan The at ' 40 25 26.8 84 13 15.8
T. 78., Rs. 5 and 6 E., cor. sees. 7, 12, 13 and 18;

CTOSSTOAdS dowicsage ee tees ane ta Oe 5 a seu onapsed 40 26 19.2 84 13 15.9
T. 7S., Rs. 5 and 6 E., cor, secs, 1, 6, 7 and 12; cross-

VOAIS) a iiocude enc waa cee 24 sea ges eats Selene 40 27 11.7 84 13 15.9
Ts. 6 and 75S., Rs, 5 and 6 E., cor, sees. 1, 6, 31 and 36;

TE tOad BOUGH: cdc cs cme Kap ne GRAS 40 28 04.0 84 13 16.1
T.7N., R. 5E., north corner secs. l and2.......... 40 28 03.1 84 14 24.5
T.658., R. 5 E., south corner secs, 35 and 36; T. road

NOM os sear eas See OLS AEST eS RAD SORES Be RES 40 28 03.1 84 14 24.9
420 PROGRESS REPORT

Geographic positions along highways near west border of quadrangle—Concluded.

 

 

 

Station. Latitude. Longitude.

°° / u” ° t “u"
Greenville Treaty line; T. road north on............ 40 22 01.3 84 13 15.4
T.88S.,R.6E., cor, secs, 3, 4, 9 and 10; crossroads...} 40 20 43.6 84 12 31.8
T.88.,R.6E., cor, secs, 9, 10, 15 and 16; crossroads..) 40 19 51.3 84 12 30.4
T.858S.,R.6E., cor, secs, 21, 22, 27 and 28; crossroads.| 40 18 06.2 84 12 27.8
T.8S.,R.6E., cor, secs, 27, 28, 33 and 34; crossroads.| 40 17 15.4 84 12 26.1
40 16 23.6 84 12 25.0

Big Four Railway, north-south road crossing........

 

 

Magnetic declination of west border of quadrangle is 0° 24’ west,

 

SHELBY COUNTY.

(Troy Quadrangle. )

Geographic positions along highways near west border of quadrangle.

 

 

 

Station. Latitude. Longitude.
Shelby County Infirmary, at southeast corner of cross-| ° ' ” OO ot
roads, 0,2 mile south-west of, 20 feet east and ro feet
south of crossroads; tron post stamped ‘*Prim, Trav.
Sta. No. 29, 1909, Ohio” ....... eae 40 14 52.9 84 12 22.4
T.98., R. 6 E., quarter corner between secs, 16 and
M7 TOA Wests + vain awe tae pre ie as ook Ad 40 14 11.6 84 13 30.6
T.95., R. 6 E., quarter corner between secs, 17 and
40 14 10.0 84 14 33.5

18% T; road nortliy 6. 36% os 8S2a aoe g era ae eens

 

 

 

SHELBY COUNTY.

(Covington Quadrangle. )

Geographic positions along highways near north border of quadrangle,

 

 

 

 

 

Station. Latitude. Longitude.

° s ” ° , u
T.958., R. 6 E., west corner of secs. 18 and 19........ 40 13 42.6 84 15 42.5
T.9S., R. 5 F., east corner of secs. 13 and 24........ 40 13 41.0 84 15 42.6
Bunker Flat schoolhouse, 0.5 mile east of; crossroads .| 40 14 20.0 84 16 18.1
T.98., R. 5 E.,, cor, secs, 10, 11, 14 and 15; crossroads.} 40 14 32.2 84 18 01.2

T.9N., R.5E,, cor. secs. 9, 10, 15 and 16; near school- 3

40 14 31.8 84 19 08.9

house, at fence north-south; east-west road......
TOPOGRAPHIC SURVEY.

421

Geographic positions along highways near north border of quadrangle—Concluded.

 

 

 

Station. Latitude. Longitude.
Houston, in south part of, at E, C, Mitchell’s store) ° ’ ” ode

T. road west; 15 feet south and 15 feet east to guide]

post ‘Piqua 9 miles, Russia 4 miles’”............ 40 14 57.0 84 20 06.5
Houston, 1 mile west of, in top of southeast corner of

abutment of railway bridge, aluminum tablet stamped

“Prim, Trav. Sta. No. 30, 1909, Ohio” ........... 40 14 56.2 84 21 20.2
T. 10 8., R. 4 E., cor, secs. 9, 10, 15 and 16, Shelby-

Darke county line; T, road south ............... 40 14 28.1 84 26 00.6
Catholic cemetery, T, road south ...............0.. 40 14 27.4 84 27 54.2
Versailles, 1 mile north of, at southeast corner of T. road!

east, 20 feet north and 20 feet east of center of T, road;

tron post stamped ‘‘Prim, Trav. Sta. No. 31, 1909,

ONO"? syste Sete desea oe tu a cele ba se ere 40 14 27.2 84 29 03.2

 

 

 

Magnetic declination of north border of quadrangle is 0° 04’ east.

 

MERCER AND VAN WERT COUNTIES.

(Celina Quadrangle.)

Geographic positions along highways near west border of quadrangle.

 

 

 

Station. ; Latitude. Longitude.
T.38., R.1E.,, cor, secs, 26, 27, 34 and 35; T. road) ° ' ” Se Se

MOTEL se acsqu Suara dgint catenpe wea cPee antual abalatanas eaten ecg gra-dausiars 40 44 34.5 84 43 38.2
Township line crossing north-south road, also Van

Wert-Mercer county line .................-0000 40 43 42.3 84 44 12.7
T.458,,R.1E,, center of see. 2................006. 40 43 12.8 84 43 05.8
T.458., R. 1 E.,, center of sec. 11; crossroads......... 40 42 23.2 84 43 05.4
T.48., R.1E., center of sec, 14; crossroads......... 40 41 30.8 84 43 05.0
T.48.,R.1E., cor. secs, 14, 15, 22 and 23; crossroads.) 40 41 04.7 84 43 39.4
T.48,,R.1E,, cor. secs, 22, 23, 26 and 27; crossroads.| 40 40 12.2 84 43 39.4
T,458,,R.1E,, cor. secs. 26, 27, 34nd 35; crossroads.| 40 39 19.4 84 43 39.2
Ts. 4and 5S8,, R. 1 E., cor. secs, 2, 3, 34 and 35; cross-

TOROS aw cera os AS ee hese Kae e eT atures ames 40 38 26.9 84 43 39.0
T.58,, R. 1 E,, cor, secs, 2, 3, 10 and 11; crossroads..| 40 37 34.4 84 43 38.3
Hinton, 1 mile west of, in southwest corner of crossroads,

20 feet east and 25 feet north to corner secs, 10, II, 14

and 15,T. 5 S., R. 1 E., iron post stamped ‘Prim,

' Trav, Sta, No, 22, 1909, Ohio” .................. 40 36 41.5 84 43 38.6
T.58,, R.1E,, cor, secs, 14, 15, 22 and 23; crossroads.| 40 35 49.1 84 43 38.9
T.58,, R.1E,, cor, secs, 22, 23, 26 and 27; T. road east} 40 34 56.4 84 43 36.9
T.558,, R. 1 E., cor, secs, 26, 27, 34 and 35; crossroads.| 40 34 03.8 84 43 37.9

1 36.9

 

Ts, 5and 68., R. 1 E., cor, secs, 2, 3, 34and 35...... 40 33 11.

 

84 43
422 PROGRESS REPORT

Geographic positions along highways near west border of quadrangle—Concluded.

 

 

 

Station. Latitude. Longitude.
o- t ” 9 t “u”
T.65., R.1E,, cor, secs, 2, 3,10 and 11; crossroads..}| 40 32 18.5 84 43 36.9
T.68.,, R. 1 E,, cor. secs. 10, 11, 14 and 15; T. road} ©
ec eh POR eer ewe ORE hee hoe Haas 40 31 25.9 84 43 36.9
T.658., R.1E., cor. sees, 14, 15, 22 and 23; crossroads.| 40 30 33.3 84 43 36.8

 

 

 

Magnetic declination of west border of quadrangle is 0° 46’ east.

 

MERCER COUNTY.

(St. Henry Quadrangle. )

Geographic positions along highways near northwest corner of quadrangle,

 

 

 

Station. Latitude. Longitude.
T.6S.,R.1E., cor, secs, 22, 23, 26 and 27, 20 feetnorthh ° ' ” is te
and 20 feet west of crossroads at section corner; tron
post stamped ‘Prim, Tray, Sta. No, 23, 1909, Ohio”. .| *40 29 40.8 84 43 36.9
40 28 48.0 84 43 36.6

T.65., R.1E,, cor, secs, £6, 27, 34 and 35, crossroads .

 

 

 

 

MERCER COUNTY.

(Fort Recovery Quadrangle.)

Geographic positions along highways near north border of quadrangle.

 

 

 

Station. ” Latitude. Longitude.
‘ ° t ” fo t u
T.65., R,1E,, cor, secs, 28, £9, 32 and 33; crossroads.| 40 28 48.0 84 45 54.1
T.658., R.1E,, cor. secs, £9, 30, 31 and 32; crossroads.| 40 28 48.4 84 47 02.8
T.6S., R. 1 E., west corner secs, 19 and 30, 20 feet east
and 25 feet south of; iron post stamped ‘Prim, Trav.
Sta. No. 24, 1909, Ohio” (Imdiana-Ohio state line)..| 40 29 41.3 84 48 09.6
T. 27 N., R. 15 E., east corner secs, 27 and 34; T. road
west (Ohio-Indiana state line) .........0 0000 eee 40 9 57.9 S4 48 09.6

 

 

 
TOPOGRAPHIC SURVEY. 42

MERCER COUNTY, OHIO; ADAMS AND JAY COUNTIES, INDIANA.
(Berne Quadrangle. )

Geographic positions along highways near Ohio-Indiana State Line.

 

 

 

Station, Latitude. Longitude.
° , ” ° ? nu
St. Anthony Catholic Church spire... .....0..00. 006. 40 30 33.2 84 47 05.3
T.68.,, R. 1 E., west corner secs. 18 and 19; T. road
CASE: camhuiin nd ian ids te uehintant ead ait, mda N Oe Glue hale 40 30 34.2 84 48 09.2
T. 27 N., R. 15 E., east corner secs. 22 and 27; T. road
W CSU cases eraile ysaodarascdteend Gace Guise eo ane das yn ta se eaganneaasr aa ek 40 30 50.2 84 48 09.1
T. 27 N., R. 15 E., east corner secs, 22 and 15; cross-

TOAdS votes ents icdeaedner cadens Mes oe Eee a es 40 31 42.8 84 48 08.
T.658., R. 1 E., west corner secs. 6 and 7; T. road east.) 40 32 20.1 84 48 08
Ts. 5 and 68., R. 1 E., west corner secs. 6 and 31;

No

POTICE CASE tava sca Wantornad God Salsa’ aS Pet eSsd ating Weide 40 3312.3 |. 84 48 08.5
T. 27 N., R. 15 E., east corner sees, 3 and 10; T. road

WIESE: aang ie gece cmiceend enduradace aan Sine. aye ase ew ede eae ae 40 33 27.7 84 48 08.5
T. 558,, R. 1 E., west corner secs, 19 and 30; T. road

Cast: «stoi ws eee puhbe idee oeax ee ay tea aes eae 40 34 57.7 84 48 07.7

T.558., R. 1 E., west corner secs. 18 and 19;T. road east} 40 35 50.2 84 48 07.4
T. £8 N., R. 15 E., east corner secs, -2 and £7; T. road
WERE ood ehevisead AWN Aid aee-Ba G22 Gea DMG adrauet Aa ere aes € 40 36 05.8 84 48 07.4
T.5S., R. 1 E., west corner secs, 7 and 18; at southeast
corner of, 15 feet east and 25 feet south of; iron post

stamped “Prim, Trav. Sta. No. 25, 1909, Ohio” ....| 40 36 42.3 84 48 07.0
T. 28 N., R. 15 E., east corner secs, 15 and 22; T. road

WESE 38S dace Ray se eee RO is SR Ee 40 36 58.6 84 48 07.2
T. 28 N., R. 15 E., east corner secs, 10 and 15; T. road :

WESt = ain aan ae Maa ee Fai g Pa MU Ae tmauer ice dca 40 37 50.6 84 48 07.0
Ts. 4and 58., R. 1 E., west corner secs, 6 and 31; T.

TOAGCaSb:. 2 ahaa ciiaeauts wes Geen tacw eed atone 40 38 27.1 84 48 07.3
T.°8.N., R. 15 E., east corner secs. 3 and 10 T. road

WESE  siedha a ducadldinancatat mes sta te ced OS Soke sees es 40 38 43.2 84 48 07.4
T. 458., R. 1 E., west corner secs. 30 and 31; T. road

CABLE: coinitale as dices loamengice mteanhes Abies eran Ris dee pee duan 40 39 19.6 84 48 07.4
Ts, 28 and 29 N., R. 15 E., east corner secs. 3 and 34;

TD r0dd: West 2panuver dee dua wivaeawt meoge cee nee 40 39 38.7 84 48 07.4

T.4S., R. 1 E,, west corner secs, 19 and 30; T. road east} 40 40 12.
T.48., R. 1 E,, quarter corner between secs. 18 and
193 TV POddCASt) suc ee ances wie et ud beavedee acess 40 41 04.8 84 47 40.4

to

84 48 07.6

 

 

T.48., R. 1 E., west corner secs, 6 and 7; T. road east.) 40 42 49.9 84 48 07.4
T. 29 N., R. 15 E,, east corner (no numbers); T. road :

WEeSt: cavechcma sey bieedneas ods winks de Peete eet s 40 43 08.5 84 48 07.4
T. 29 N., R. 15 E., east corner secs, (no numbers);

fENnCe WESE ca.ge-< enous ve ale Soda nadine ae dante es 40 44 00.7 84 48 07.5
Corner sections on State line ................0004. 40 44 35.2 84 48 07.6

 

Magnetic declination of east border of quadrangle is 0° 46’ east.
Magnetic declination of north-south line through center of quadrangle is 0° 42’ cast,
APPENDIX F

Elevations of Permanent Bench Marks and other Points in Ohio, referred
to Mean Sea Level at Sandy Hook, New York.

The elevations in the following lists are in accordance with the latest ad-
justment of the Coast and Geodetic Survey (that of 1907, published 1909), and
replace all elevations published for Ohio prior to that adjustment.

(See also Appendix G.)
496 PROGRESS REPORT

PRECISE LEVELING.

CANTON, CLEVELAND AND KENT QUADRANGLES.
(Stark, Cuyahoga and Summit Counties.)

The elevations in the following list are the result of a line of precise
leveling connecting the Lake Survey gage bench mark at Cleveland with
bench mark No. 77 at Canton of the Pittsburg, Ft. Wayne and Chi-
eago Railroad. This line and that of the railroad company between
Pittsburg, Pennsylvania, and Lima, Ohio, were included in the precise
level net adjusted in 1903 by the Coast and Geodetic Survey, and these
elevations result from that adjustment, which lowers the original eleva-
tion by this line 0.095 foot at Canton with respect to Cleveland. The
1907 adjustment retains these values. The corrections distributed are
in proportion to the mileage. The total length of the line is 59.7 miles
and the total divergence between the two component lines is 0.076 feet.

The outfit consisted of a B. & B. precise level, a light umbrella, two
double-faced ten-foot non-extensible double-targeted rods and four steel
turning-point pins. On each rod the target on one face was red with a
white strip, and on the other black with a white strip, and they were
controlled for rapid setting by steel tapes passing over drums at either
end, and by clamp and tangent screw for fine setting.

The double simultaneous method was used, which consists of two
lines carried along on separate turning points as follows: the rodmen
cecupied alternate positicns, each setting two pins; the notes on one
line were taken by the red targets and those on the other line by the
black, and recorded on opposite pages of level book. On one line the
foresights were always read first, and on the other the backsights first,
and the readings on all four faces were completed before backsight pegs
were advanced.

The limit of divergence in feet which this line was required not to
exceed was set at 0.042 Dp, in which D represents distance between
heneh marks in miles.

The leveling was done during part of October and November, 1902,
by Mr. D. H. Baldwin, topographer.

The standard bench marks recovered on the Cleveland and Canton
quadrangles were stamped respectively with the letters ‘‘CLEVE-
LAND” and ‘‘CANTON,”’ and the figures of elevation as formerly ob-
tained by the primary lines, one foot too high. The three tablets set by
this line on the Kent quadrangle are stamped ‘‘CLEVELAND 1902,’’
with correct figures of elevation.
TOPOGRAPITIC SURVEY.

CLEVELAND QUADRANGLE,

CLEVELAND SOUTH ALONG WuHernuine AND Laxr Erm: Akron, Breprorp
AND CLEVELAND: CLEVELAND, AKRON AND COLUMBUS, AND CLEVE-
LAND TERMINAL AND VALLEY RarLroaDs TO CANTON.

427

FEET.

Cleveland, (U. 8S. Engineer’s bench mark No. 2), south corner of t'ront and
River Streets, aorth corner of Johnson Block, on corner stone of water-

table, chiseled cross ........... 0c ccc cece eee n eee e crete nets 577.737
Cleveland, zero mark U. 8. Engineer’s water gage, plane of reference tor

harbor improvements. and mean elevation of Lake Erie tor years 1860

to 1875 inclusive. Note: This clevation was obtained from primary

leveling from bench mark No. 2 and is 0.09 foot lower than would be

obtained by using the difference by the Lake Survey............-.. 572.677
Cleveland, in front of Erie station: top of rail.............0.2 0000s eee ee 602.4
LINE CONTINUED ALONG WHEELING AND Lake Eris RatLroad.
Cleveland, in front of Wheeling and Lake Erie station: top o1 rail.......... 641.6
Cleveland, grade crossing of Wheeling and Lake Erie Railroad and Cleveland

Terminal and Valley Railway, top of rail ..........--+.--+0+++405- 587.35
Cleveland, east corner of Independence Street, and E. Clark Ave., north cor-

ner of railroad bridge over canal and street, on fourth step of wing

wall above avenue, chiseled square ...............000 0c eee eeeeee 591.93
Newburg, in front of station: top of southwest rail ..............-.-.0000 780.7
Cleveland, grade crossing ot Cleveland and Pittsburg and Wheeling and Lake

Erie Railways, bopcofirail, .siccc gal. cand a giedi ae eee Ree See ae 785.01
Cleveland, Miles Avenue, crossing near station: top of rail................. 849.2
Cleveland, Miles Avenue, 0.84 mile south of station: northwest corner of girder

bridge No. 15 over Akron, Bedford and Cleveland Electric Railroad,

on coping stone of foundation, chiseled square .........-----++.0-- 822.72
Bedford, 2.16 miles northwest of: (R. R. bench mark), top of stone milepost

POLO tecsyteiastacoteeus: Sod. tou Since Satay Doe A awe eae ata nace aay 0 Sah Maas ape uanst ays powiys a 906 . 50
Bedford, in front of Wheeling and Lake Erie station: top of rail........ .-» 946.0
Bedford, north corner of town hall: face of fourth course of foundation stones,

from top, chiseled, cros9jsei ie ses cecigs saie gam sand oalan's Sa godly aes ain 949 . 64
LINE CONTINUED ALONG CLEVELAND AND PitrsBuRG RAILROAD.
Bedford, in front of Cleveland and Pittsburg station: top of rail ........... 941.0
Bedford, 1.62 miles south of grade crossing of Akron, Bedford and Cleveland,

and Cleveland and Pittsburg Railroads, top of rail................. 994.9
Macedonia, 1.52 miles north of: southwest corner of girder bridge over high-

way, on coping stone of foundation, chiseled square ................ 1038.76
Macedonia, southwest wing wall of girder bridge over road, top of highest

step, bronze tablet stamped ‘1004 CLEVELAND” ................. 1003 .395

LINE CONTINUED west aLonG Highway anp NoRTHFIELD, THENCE SOUTH

ALONG AKRON, BeprorD AND CLEVELAND RAILROAD.
Little York, in front of station: top of rail ........... 2... eee eee 973 .2
Little York, 530 feet south of station; on north end of arch wall east side of

highway, chiseled square.......... 0.6... e cece eee eee eens 969.98
Town Line, in front of station; top of rail ............ 0.00.00 cee eee 1037.7
Highland Springs, in front of station; top of rail ............... 0.0.00 005. 1071.9

KENT QUADRANGLE,

NorvTHFIELD, souTH ALONG A. B. & C. ro Sitver Lake Jc.

’ Chittenden, in front of station; top of rail..........- 6... 0c eee eee eee 1023.8
Seasons, in front of station; top of rail........... 0... e eee eee eee 1011.1
‘Seasons, 0.27 mile south of; southeast corner of girder bridge on coping stone

of parapet wall, aluminum tablet stamped “1002 CLEVELAND 1902” 1002.426

Wyoga, in front of station; top of rail. .... 6.1 kee eee eee 1000.8
428 PROGRESS REPORT

FEE

Puttrell, in front of station; top of west trail .......... 0006.00 cece eens 995 0
Springdale, in front of station ; top of east rail ............ Zdshepa ees teres 993 .2
Silver Lake Junction, in front of dispatcher’s office, top of rail............. 1023.1
Linr conTINvED ALONG CLEVELAND, AKRON AND CoLumBUs RaILRoAD TO

East Akron JUNCTION.
Nilver Lake Junction, southwest end of large stone arch bridge over Cuyahoga

River, on end of coping stone of west side’ wall, aluminum tablet

stamped ‘1012 CLEVELAND 1902”. .... 0.02... eee eee 1012.197
Cuyahoga Falls, in front of station; top of rail ........... eee e ee eee eee 1011.4
Cuyahoga Falls, 0.9 mile south of; southwest corner of arch bridge on corner

of coping stone, chiseled square. ............0 0000s 1005.09

Kast Akron Junction, northwest corner of stone arch bridge, over Cleveland
Terminal and Valley Railways, on top stone of wing wall, chiseled square 963.73

LINE CONTINUED ALONG CLEVELAND TERMINAL AND VALLEY RaILRoAD TO
CANTON.
Kast Akron, in front of station; top of rail... 6.6... ce eee eee 981.5

Kast Akron, 520 feet south of station; north abutment of girder bridge be-
tween tracks, on coping stone, aluminum tablet stamped ‘983
CLEVELAND: 1909!) snc soc aya pa WEG Se ROS oe Fee GEE bed eee 983 . 434

Krumroy, in front of station; top of rail... 6.2... eee 1052.0
CANTON QUADRANGLE,

Myersville, 200 feet northeast of station; on northeast corner of highway
bridge, southeast corner of foundation, stone, bronze tablet stamped

“1076: CLEVELAND” ie psiatere ned ciakie ge oaig eRe abe sae Se Dee BT ne 1075 .424
Myersville, in front of station; top of rail ..........-.- 0c eee eect eee eee 1073.5
Huffman, in front of station; top of west rail ......... 06. . cece ee eee eee 1107.9

Marchand, about 400 feet east of Cleveland Terminal and Valley Railroad
highway bridge over Nimisila Creek, on northeast corner of west abut-
ment, on coping stone, bronze tablet stamped ‘1069 CANTON 1901” 1067.880

Marchand, in front of station; top of rail........... 0.6 e eee eee eee 1067.7
Marchand, 2.08 miles south of; west abutment of bridge No. 44, over brook,
on foundation coping stone, chiseled square ............----000 0005 1050.45
Canton, Cleveland Terminal and Valley Railway station; north side of door .
sill to women’s waiting room, chiseled square...............2000005 1032.03
Canton, in front of station; top of rail... 2.6.0... ee eee ee 1030.4

Canton, (Pittsburg, I't. Wayne and Chicago Railroad B. M.), at bridge No.
77, on northeast corner cf east abutment, chiseled square ........... 1029.16
TOPOGRAPHIC SURVEY. 429

PRECISE LEVELING.

CUILLICOTHE, OTWAY, PIKETON, SCIOTO AND WAVERLY QUADRANGLES.

(Pike, Ross and Scioto Counties.)

The following elevations are the result of a line of precise levels run
from Chillicothe south along the Norfolk and Western Railroad to Ports-
mouth, Ohio. The line connects B. M. ‘‘Q’’ of the U. 8. Coast and Geo-
detic Survey transcontinental line with a bench mark of the Ohio River
Survey precise leveling, and as a result of the 1907 adjustment the ele-
vation at Portsmouth by this line has been lowered only 0.001 foot with
respect to Chillicothe, but the elevation now accepted at Chillicothe is
0.181 foot less than that formerly computed. The total distance is 49.6
miles.

The method and limit of error used on this line are those adopted
by the Coast and Geodetic Survey elsewhere described, but yard rods
were substituted for metric and the computation made in fact.

The leveling was done in 1906 by Messrs. N. A. Campbell and W.
H. Monahan in two sections 21.0 and 28.6. miles respectively.

The bench marks are stamped with figures of elevation.

CHILLICOTHE QUADRANGLE.

CHILLICOTHE VIA NoRFOLK AND WrsTERN RAILROAD TO PoRTSMOUTH.

FEET.
Chillicothe, in base of pedestal of lamp post on north side of steps of front

entrance to courthouse, chiseled square (marked B. M. Q. U. 8. C. &

Gs Ss Auge}; 1879) i ct tan SANE E eee EEE RSE eae Reds hd Pome aE 638 .001
Chillicothe, in front of station; top of rail............ eae ahem tead ee saat 627.0
Renick, in front of station; top of rail. .... 6.6... cece eee eee 618.4
Renick, 1.2 miles south of; north abutment of railroad bridge, west of track,

top of retaining wall, aluminum tablet stamped ‘624”.............. 616.680
Locks, in front of station; top of rail .......... 0... eee eee 615.6
Locks, 0.19 mile south of; north abutment of bridge over road, west side of

track, retaining wall, top of, aluminum tablet stamped “610” ....... 610.030

WAVERLY QUADRANGLE.
Locks, 1.92 miles south of; top of railroad culvert west of track, aluminum

tabletistamiped “S80? a ccc sic cine WES eine irda dint Se saa Sedo ape bse 589 213
Higbys station, in front of; top of rail... 6.0... eee eee ee 593.8
Higbys, 0.12 mile south of; railroad bridge, west side of track, north abut-

ment retaining wall, top of, aluminum tablet stamped “‘589”........ 588 . 739
Higbys, 1.03 miles south of; railroad culvert, west of track, on top of, chiseled

BOUATC sys tuee So ghd MORE SUS ate wok SARS oa eae Bek Aine Alten ode eee Bei 589 .82
Higbys, 2.05 miles south of; railroad culvert west of track, top of, chiseled

SQUATCS oc cnere ie ignadecs Hess san tordisian Gea dewks ave Gowns digess 605.89
Omega, in front of station; top of rail ........ 0.06 eee eee 596.8

Omega, 385 feet south of; railroad girder bridge, west side of track, north
abutment retaining wall, top of, aluminum tablet stamped ‘'596..... 595,636
430 PROGRESS REPORT

Omega, 1.29 miles south of; north abutment railroad bridge, west of track,
Chiseled squares. sci: asus » nected de b Mearns aey acaleuites by avartde, Wowace tee

Omega, 2.71 miles south of; north abutment of railroad bridge, east side of
track, aluminum tablet stamped “571” 2.0.0...) occ ccc eee eee ene eee

Waverly, in front of station; top of rail ...... 26.0... cece cece eee eee

Waverly, 0.29 mile south of; north abutment of railroad bridge, on top of
retain.ng wall, east side of track, aluminum tablet stamped “570” ...

Glen Jean, in front of station; top of rail... 2... 0.00... cee

Glen Jean, 0.49 mile south of; south abutment of railroad bridge over river,
east side of track, top of retaining wall, chiseled square.............

Glen Jean, 2.73 miles south of; highway bridge over creek, west side of north
abutment, aluminum tablet stamped “562” ............ eee eee eee

PIKETON QUADRANGLE,

Piketon, in front of station; top of rail...... 0.06. e eee
Piketon, United Brethren Church, northwest corner of foundation, aluminum
tablet stamped “978? sco tee an 'ocu wares a oarea oe vieklee se see ee

Piketon, 2.21 miles south of; west side of bridge over creek, north abutment,
top of retaining wall, chiseled square ................2 00.0 .eeeeuue
Piketon, 3.83 miles south of; southwest corner of Mrs. Sargent’s farm, east
side of railroad, primary traverse tablet stamped ‘‘580”.............
Sargents station, in front of; top of rail ........0. 0. 0c eee eee eee

OTWAY QUADRANGLE,

Sargents, 2.47 miles south of; railroad bridge over creek, on west side of, north
abutment, aluminum tablet stamped 551” ...........0. 0. eee e eee
Wakefield, in front of station; top of rail............ 00... cece eee ee eee
Wakefield, 3.07 mile south of; stone culvert on east side of track, southwest
corner of stone abutment, aluminum tablet stamped “556” .........
Cliffords, in front of station; top of rail........... 0.0...
Cliffords, 2.04 miles south of; northwest corner of stone culvert, west side of
railroad, chiseled square j..¢¢: 002s ¢s¢ad seins eee Peewee A eee wee

Cliffords, 3.22 miles south of; northwest corner of railroad bridge over high-
way, top of abutment, aluminum tablet stamped “554”.............

SCIOTO QUADRANGLE.

Lucasville, in front of station; top of rail.......... 0.6... c eee eee ee
Lucasville, 2.82 miles south of; railroad bridge over road, southeast corner of
south abutment, aluminum tablet stamped “559”..................
Davis, in front of station; top of rail ..........-... 6c eee eee eee silent
Davis, 1.08 miles south of; bridge over road, south abutment, southwest cor-
ner, aluminum tablet stamped “558” ..........- ese e eee eee eee ee
Davis, 1.96 miles south of; stone culvert, east side of railroad, chiseled square
Davis, 4.0 miles south of; stone arch over creek, top of southwest corner,
aluminum tablet stamped “534” ...... 00. cece eect eect eens

Vera station, in front of; top of rail. 1.1... 66. ei eee eee eee eee
Portsmouth, on southwest corner of stone step, south side of Norfolk and
Western station, chiseled square ....-.-.-.-.+.+.+. : . : = Sete etace a

af heast corner of postoffice, in first course of foundation, one
Ts ground, Ghiseleld square, U.S.A. Engineers B.M ... eee

FEET,
594.69

571.034
571.5

569.824
573.4

578.716
561.829

571.8
578 .257

558 .33

579.656
578.7

550.931
555.0

556.079
553.9

539.33
554.068

558.757
566.9

557.869
550.68

533.724
538 .4

534.69

535.129
TOPOGRAPHIC SURVEY. 431

PRECISE LEVELING.

CHILLICOTHE, CIRCLEVILLE AND EAST COLUMBUS QUADRANGLES.

(Franklin, Pickaway and Ross Counties.)

The following are the results of a line of precise levels run in the
fall of 1905 from Coast and Geodetic Survey bench mark ‘‘Q’’ at Chilli-
cothe along the Norfolk and Western Railroad to Columbus. Old bench
marks of double-rodded line of 1899 were recovered and new ones estab-
lished. As a result of the 1907 adjustment, in conjunction with precise
leveling of 1906 in Uhrichsville, the original figures on this line have
heen reduced by amounts ranging from 0.181 foot at Chillicothe to 0.180
foot at Columbus. The total distance is about 50 miles.

The instruments, methods and limits of error are those adopted by
the Coast and Geodetie Survey in all precise level work. The line was
leveled independently in both the forward and backward directions,
broken by temporary bench marks into sections 2 to 3 kilometers long.
On all sections upon which the backward and forward measures differed
more than 4.0 mm /K, (in which K is the distance leveled between ad-
jacent bench marks in kilometers), both the forward and backward
measures were repeated until they came within limits, and all the other
requirements necessary to obtain accurate results were closely ad-
hered to. ,

The instruments were two self-reading rods 3.2 meters in length,
graduated to centimeters and reading hy estimation to millimeters; one
Coast and Geodetic Survey precise level, and one large shade umbrella.

The party consisted of five men: two rodmen, one umbrella-man and
one recorder, under Mr. Ih. L. McNair, topographer, levelman.

CHILLICOTHE TO COLUMBUS,

CHILLICOTHE QUADRANGLE.
FEET.
Chillicothe, in wall at side of entrance to courthouse, bronze tablet stamped
TGA DE Yate enti ees ean aN) dk nies ire art cine 643.195
Chillicothe, on pedestal of the lamp post on north side of steps of front en-
trance of courthouse, marked “Q. B-M. U.8.C. & G.S. Aug. 5, 1879” 638.001
Chillicothe, crossing of Baltimore and Ohio Railway and Norfolk and Western
Railway; HO pl Pail. casi cscs boa a easeomeccdeen ns wasp tae p amiel wees qusidneal domains en 626.7
Chillicothe, 0.5 mile north of; in top of south abutment of N. & W. Ry. bridge,
on west side of, 12 feet from center of track and 5.75 feet below top
of rail, aluminum tablet stamped............. 0.000... e cece eee 620.307
Chillicothe, 5.6 miles north of; 90 feet south of Delano station; at southeast
corner of cross roads, in bridgeseat stone, bronze tablet stamped ‘691
COLUMBUS 1899” weccccceceer teint entree cence tence nee eee 690.752
432 PROGRESS REPOR'1

FEET.
Wil Fae Higy a f concrete bridge over small stream at
Chillioathe, 8 Oe era Vattey “Traction Line, at southeast corner of sas ee
deoaeeeatla, aluminum tablet bared GOA! x be Fad RE EE De Ded a
. TA 4 FE ee Rt ee EE See ake Baek *
Belobo) sien ee op of ee eee eer ey 710.3

innickinnick station, N. & W. Ry., t

1000 feet north of; in top of step stone of arch culvert, southwest

Cee bronze tablet stamped ‘774 COLUMBUS 1899” (On spur line oa oes
0.46 mile) seh trie os Sa bite PSE Bea det Wee BE eee ERE CTS TaN Soe alas aie Sina ae -
Ikingston, N. & W. Ry. station; top of rail 2.6.0... eee eee eee ees 765.2
Kingston, 0.75 mile north of; in top of on southwest corner of a stone arch
across a branch on N. & W. Ry., aluminum tablet stamped “————”.. 746.711
Elmwood flag station; top of rail... 666. eee eee ee 744.2
CIRCLEVILLE QUADRANGLE.
Haysville, 0.75 mile south of; in west end of top of coping stone of arch cul-
vert across a small draw on N. & W. Ry., aluminum tablet stamped
a tren de hus AS Sua AN Gomme ti ech G Spades eS Betton eva eretbon wean. ate ae 713.656

Circleville,4.0 miles south of; in north end of west abutment of covered bridge

over Sippo Creek, bronze tablet stamped “707 COLUMBUS 1899” (on

spur line 0.54 mile) ................... Se eiascievad iat ethos ard AexegS anda kel 706.535
Circleville, 1.62 miles south of; in east side of south end of top of a stone cul-

vert on the N. & W. R. R. at south end of siding at Gregg’s station,

aluminum tablet stamped “—————””_ ...... 000s eee 690.194
Circleville, N. & W. Ry. station; top of rail ........-.....6.0000 eee eee 689.3
Circleville. at northwest corner of main building of courthouse iron post

stamped “Prim. Trav. Sta. No. 4” (on spur line 0.25 mile).......... 693 568

Circleville, 4 miles north of; 60 feet south of viaduct across Scioto Valley Trac-

tion Co. and N. & W. Ry., about 500 feet north of elevavor at

siding, 12 feet west of center of track of N. & W. Ry., iron post

stamped ‘——@——”” _ 0. eee eee tenn eect en eens 693 .040
Circleville, 2 miles north of; in south end of west parapet wall of box culvert,

aluminum tablet stamped “693 COLUMBUS 1899” ((interpolated

primary elevation)’ sc... sce esa caue wees Bee eet Ghose ten ng es 693 , 162
Crowley, 0. 25 mile south of; Asheville, 2 miles south of; in cover stone of, on

east side of a small stone culvert, on N. & W. Ry., aluminum tablet

stamped a eo hs auc tev eats AE ASS NOG Lee D SaROiE eines hha" coma cal 709 621
(The old bench mark 0.25 mile south of Asheville has been destroyed.)
Asheville, in front of station; top of rail .........-...6. eee eee, 715.2

EAST COLUMBUS QUADRANGLE.

Duvalls, in top of on west side and center of the capstone of a small stone cul-
vert on the N. & W. R. R., about 30 feet southwest of road crossing and

 

90 feet south of station; aluminum tablet stamped “—_—_—_” _-... 712.098
Duvalls, in front of station; top of rail...........- 00... eee 713.6
Duvalls, 0.75 mile north of; in top of and on east side of a small stone culvert

on N. & W.R. B., at milepost C 18, aluminum tablet marked “ ” 715.879
Lockbourne, in top of south pier, west end of N. & W. Ry. bridge over Ohio

Canal, aluminum tablet stamped “716 COLUMBUS 1899”.......... 715.619
Lockbourne, in front of station; top of rail .................. 0, 718.6
Miner, in front of station; top Gf Tall sa sawn densa aadies devo Goo. aaccal a. 738.0

Reeses, 0.33 mile south of; in west end of bridge seat of north pier of N. & W.
Ry. bridge across Walnut Creek, 10 feet from center of track and 4
feet below top of rail, aluminum tablet stamped “————_”_.... |, 722 868

Reeses, in front of station; top of rail... 6.0.6.6, 733.6

Valley Crossing, 1 mile south of; in east end of bridge seat of north abutment
of plate girder viaduct N. & W. Ry. across Scioto Valley Traction Co.,

”

aluminum tablet stamped “——————” ......... eee eel. 751.934
TOPOGRAPHIC SURVEY. 433

Freer.
Valley Crossing, Norfolk and Western and Hocking Valley Railway crossing,
top Of Path: coc messed te pauiiee eae ed Hees ey Sie HRSG MS ESA MEY Pas 7734

Bannon, Norfolk and Western Railway and Toledo and Ohio Central Railway
crossing, top of rail

Columbus, crossing of Broad Street and N. & W. Ry. top of rail........... 768.6

Columbus, city B. M. on watertable at northeast corner of State Capitol (city
datum elevation 780.630)

Columbus, in northwest corner of courthouse below cornerstone, aluminum
tablet stamped ‘778 COLUMBUS 1899” .............. 00. eee 777.601

28—T. S.
43.1 PROGRESS REPORT

PRECISE LEVELING.

CAMBRIDGE, CUMBERLAND, EAST COLUMBUS, NEWCOMERSTOWN, PHILO,
THORNVILLE, THURSTON, UHRICHSVILLE AND ZANESVILLE QUAD-

RANGLES,

(Fairfield, Franklin, Guernsey, Muskingum, Perry and Tuscarawas
Counties. )

The following are the results of a line of precise leveling from Val-
ley Crossing near Columbus to Uhrichsville and Station Fifteen Post
Office. The line extends from a bench mark on the precise line Chilli-
cothe to Columbus and checks at Uhrichsville upon bench mark 48 on
the Baltimore and Ohio precise line Warwick to Wheeling, a connection
also having been made to levels of the Muskingum River Survey of the
Army Engineers at Zanesville. The introduction of these lines into the
precise level net in the 1907 adjustment has resulted in increasing the
unadjusted elevations by this line with respect to Chillicothe, -+.001 at
Columbus, +.002 at Zanesville, and —.005 at Uhrichsville, all in addi-
ticn to the constant correction of—.181 foot to the 1903 adjustment
at Chillicothe.

The method and limit of error used on this line are those adopted
by the U. S. Coast and Geodetic Survey elsewhere described, but yard
rods were substituted for metric and the computations made in feet.

The leveling was done in 1906 by Mr. W. H. Monahan.

EAST COLUMBUS QUADRANGLE,

VALLEY CROSSING NORTH ALONG Norro.tk & WrstERN RaILrRoaD TO BANNON
THENCE BAST ALONG TOLEDO AND OnIo CrnrraL R. R. ro Pickrr-

INGTON.

FEET.
Obetz, in front of station; top of rail... .............. 00.00 754.2
Bannon, 0.82 mile east of station, southeast corner of south abutment of

railroad bridge, aluminum tablet stamped “753”...............22., 752.482

Thiro, in front-of station; top Of ralll,.sev so se ees kei ee ema tise eace es bas 769.9
Brice, in front of station; top of rail... 2.2... eee eee 783.8
County Line, (’ranklin and Fairfield), top of rail. ......-.......0..00.00, 803.5
Pickerington, in front of station; top of rail ....... 0.6... eee eee 840.2

THURSTON QUADRANGLE,
PIcKERINGTON EAST ALONG TOLEDO AND OHIO CENTRAL AND ZANESVILLE
AND WesTEeRN RarLtRoap To New SALEM.

Harley, 1.12 miles east of; west end of railroad bridge over creek, southwest
corner of abutment, aluminum tablet stamped ‘'865”............... 865.036

Basil, in front of station; top of rail ..-..... 6.6... ee eee ee ee eee eee 866.9
Basil, front of station; top of stone platform, aluminum tablet stamped ‘‘867” 867.428

Baltimore, in front of station; top of rail......-...6 6... ee eee eee ee eee 868.8
Thurston, northwest corner of front steps of School House, aluminum tablet
stamped “886” ojos. es c6e ha eens te ee ed eae wees SRmGnk Ban 886.379

Thurston, 2.10 miles east of; northeast corner of highway bridge 230 feet
south of track, aluminum tablet stamped MOB RU 4 ie a) wa o aualeiveren bats 935.167
TOPOGRAPHIC SURVEY. 435

THORNVILLE QUADRANGLE,

New SALEM EAST ALONG ZANESVILLE AND WESTERN RAILROAD TO POINT

EAST OF CHALFANTS P. O. FEET.
New Salem, in front of station; top of rail..........-.-.- 50. 987.9
New Salem; 0.79 mile northeast of; southwest corner of abutment of highway

bridge, 531 feet north of track, aluminum tablet stamped ‘‘952”..... 951.770
Thornport, southwest corner of schoolhouse, in stone step, aluminum tablet

Stamped. “900” ...5 suave uae sad eens Kee need ee oy Bere ye mee oan Bh baw 899 .896
Thornport, in front of station; top of rail .......... 6. eee ee eee 897.1
Thornport, 2.27 miles east of; south of track, northwest corner of retaining

wall of highway bridge, aluminum tablet stamped ‘880”...........- 880.065
Thornport, 2.93 miles east of, at Zanesville and Western Railroad and Balti-

more and Ohio Railroad crossing, top of rail........-.-.----+++-00 6 875.0
Walser, in front of station; top of rail ............ 0 0c e cece eee 873.7
Yost, in front of station; top of rail... 6. ee eee ee 859.6
Glenford, in front of station; top of rail........-.-..-. 00. e eee eee eee eee 846.6
Glenford, southeast side of schoolhouse, on southwest corner of stone step,

aluminum tablet stamped “849” ......... 2... eee ees 849.109
Glenford, 30 feet west of railroad, southeast corner of abutment of small

bridge, aluminum tablet stamped “844” ........... Fat Ouse eS Bide eV 844.559
Glass Rock, in front of station; top of rail.............-.. 02sec eee eee 831.0
Glass Rock, 1.20 miles east of; southeast corner of abutment of bridge, alumi-

num ‘tablet:stamped “S26? geciccceics ena heesked Sedma gk sak em 825.901

ZANESVILLE QUADRANGLE.

.
FRoM POINT EAST OF CHALFANTS P. O. EAST ALONG ZANESVILLE AND WESTERN
RAILROAD TO ZANESVILLE.

Mt. Perry, 254 feet west of station; northeast corner of covered highway

bridge, on abutment, aluminum tablet stamped “801”.............. 801.499
Mt. Perry, in front of station; top of rail... 2.6.0.6... cee eee ee eee 806.1
Mt. Perry, 2.31 miles east of; 30 feet south of track, northwest corner of

foundation of highway bridge, aluminum tablet stamped ‘‘797”...... 797 .587
Fultonham, 0.09 mile west of; northwest corner of stone foundation of water

tank, aluminum tablet stamped “763”. ........... 22.662 e cece eee 762.935
Fultonham, in front of station; top of rail........... 0. eee ee eee 762.3
White Cottage, in front of station; top of rail.......... 06... e eee eee 734.0
White Cottage, 0.76 mile east of; southeast corner of bridge, on abutment,

aluminum tablet stamped BOTT eC Lng tie Meek aan SNE ah es 716.939
Elizabeth, in front of station; top of rail ........6 2... eee eee eee 723.7
Elizabeth, 2.12 miles northeast of; 1.72 miles southwest of 8. Zanesville, Z. &

W. and C. & M. V. R. R. crossing, top of rail.............---.0.55- 715.2
South Zanesville, 0.36 mile southwest of; stone on cast side of railroad, alumi-

num tablet stamped “709” 1.0.0.2... 6.606 709.576
South Zanesville, in front of station; top of rail ............. 00. 728.6
Zanesville, in front of station; top of rail.................... Se sonora ti ase 704.0

PHILO Q UADRANGLE,

ZANESVILLE EASTERLY ALONG BALTIMORE AND OHIO RaILRoAD TO SUNDALE.
Zanesville, south side of courthouse, in top step, aluminum tablet stamped

ETO ae sete taal Aceenbia lank, Sisley telah ec n igned maslina Latienacco eit ebnons saeetie eatin 725.721
Zanesville, south side of courthouse, 12 feet east of doorstep, at southwest

corner of pillar in top step of portico, aluminum tablet stamped ‘725’? 725,697
Zanesville, on upper river wall of lock 10 U. 8. Engineer B. M.1...........
so

U
Cut BM
699 78s ee eee deed wide patel Mein oa his oe RE a ES OO ee 699 117
Zanesville, on upper river wall of lock No. 10, U. 8. Engincer B. M.2......
Cut BM

ST Orc totes tenet Sohn Ole Nala aoe taace ke 699.300
436 PROGRESS REPORT

PRECISE LEVELING.

BOWLING GREEN, CONTINENTAL, DEFIANCE, M’CLURE, NAPOLEON AND
OTTAWA QUADRANGLES.

(Defianee, Henry, Paulding, Putnam and Wood Counties.)

The following are the adjusted results of a precise line cf leveling
run in 1906 beginning at bench mark ‘‘N,’’ at Ottawa and closing on
bench mark ‘‘B,’’ at Haskins, bench marks on the precise level line
‘*Toledo to Cincinnati’’ of the Coast and Geodetic Survey, the elevations
of which are accepted as 729.338 feet anc 667.702 feet, respectively, as
determined by the 1903 adjustment of precise leveling and retained by
the adjustment of 1907. The line runs west from Ottawa along the
Cincinnati, Hamilton and Dayton Railroad to Roselms, thence north
along highways to Ridgeville, thence east to IJaskins. The total diver-
gence between direct and reverse lines was 0.042 foot in a total distanee
of 88.7 miles and the closure at Haskins was +0.025 foot. The error
per mile is 0.00028 foot and corrections proportionate to distance were
apphed in adjustment.

The methods of leveling, type of level, and limit of error are those
now used by the U. 8S. Coast and Geodetic Survey. To facilitate reduc-
tion to feet, nen-extensible self-reading rods 3.5 yards in length, gradu-
ated to hundredths of a yard, were used instead of metrie rods, and
these were read by estimation to thousandths, the sum of three thread
readiness heing a inean reading’ in feet.

The line was leveled independently in both forward and backward
directions, broken ly temporary hench marks into sections 0.5 inile to
1.25 miles long, and on all sections upon which the forward and back-
ward ineasures in feet differed more than 0.017 “D (in which D is the
distance between bench marks in miles), forward and backward measures
were repeated until a pair run im opposite directions checked within
limits. All other requirements necessary to obtain accurate results were
closely adhered to,

The party consisted of five men: two rodmen, one umbrella-man and
one recorder, under Aly. CG. ED. Semper, levelman in charge, under the
supervision of Mr. 8. S. Gannett, geographer.

The standard bench marks are stamped with elevation to nearest
foot. :

OTTAWA QUADRANGLE,

OTraWwA WEST ALONG CINCINNATI, Hamivron AnD Dayron RaILROAD TO
DorRNINTON.
FEET.
Ottawa, on south side of main cross street, about 170 feet west of railroad,
on large stone step of foundation 5 feet east of east side of east we :
ofa stairway entrance, being B. N. N, a square lettered “U. 8. C. &
GS GIB IML a8 ad acta ef cee BegtracaP aga ad Gp sEassod gleaned ob Rauber eaetae eS 729 338
TOPOGRAPHIC SURVEY.

Ottawa, in front of station; top of rail ....... 66.6 e cece eee ees
Predor, in front of station; top of rail 0.66.0. eee eee
Brellet. 1.36 miles west of; northeast corner of foundation of Barney Rosen-

baum’s farmhouse, aluminum tablet stamped 733”.............005
Predor, 4.5 miles west of; 0.5 mile east of Avis, railroad culvert, on north side

of track, aluminum tablet stamped ‘726”.........--...024 00s eens
Avis, road crossing at station; top of rail............0. 000. cece
Crosswell, in front of station; top of rail... 0.0.0... cece eens

Crosswell, 0.5 mile west of; culvert on north side of track, opposite Geo. Bas-
singer’s farmhouse, aluminum tablet stamped ‘‘726” ...............

CONTINENTAL QUADRANGLE.

DoRNINTON WEST aLonG CincINNATI, Hamiuton aND Dayton RaILRoAD
to RosELms.
Dorninton, crossing of C. H. & D. R. R. with C. L. & M. R. R. top of rail..
Crosswell, 4.62 miles west of; 1 mile east of Cloverdale, bridge over Big Aug-
laize, west abutment, aluminum tablet stamped 728” .............5
Cloverdale; crossing of T. St. L. & W. R. R. with C. H. & D. R. R., in front of
SHAMON wenn ka eSacd Hee RES MA HES DRG RE Ree REE ERE Ce ene
East Mandale, in front of station; top of rail ...........0. 0.00. cence eee
Mandale, in front of station; top of rail ............0 0. e cee eee
Mandale, schoolhouse 130 feet west of canal, north side of railroad, east foun-
dation, aluminum tablet stamped “723” ........ 2.000 c cece eee
Roselms, in front of station; top of rail... 2.26.22.
Roselms, McMillans Crist Mill, east face of, aluminum tablet stamped ‘‘724’’.
RosELMs NORTH ALONG Highway To M&LROSE, THENCE EAST TO OAKWOOD
THENCE NORTH TO Bia AucLaizE River Briper souTH or DEFIANCE.
Roselms, 0.89 mile north of; north abutment of bridge over Middle Creek,
east side, top of, square marked “U.S. 716 B. M.”............2....
Roselms, 3.06 miles north of; south abutment, west side of steel highway
bridge, aluminum tablet stamped ‘'712” .,..............00.0.00005
Melrose, northwest corner of State and Superior Streets, in cement sidewalk,
aluminum tablet stamped “717” . 0.6.66. 0 eee eee
Oakwood, railroad bridge on Main Strect, east abutment, in face of, aluminum
tablet SEAMED ALOR” csressnendcisnond bee dulewaeoancs He sual he puaikele aveeie auled
Oakwood, 3.88 miles north of; at crossroads, small bridge, north abutment,
west face, aluminum tablet stamped ‘'718”. 0.0.0.0... 00.00 ..0 0000
Oakwood, 7.87 miles north of; crossroads, southeast corner of schoolhouse
foundation, aluminum tablet stamped STNG ae elle Ba aeahia ed, eagle gone R ae
‘Oakwood, 10.09 miles north of; Gorman schoolhouse, west face of foundation,
aluminum tablet stamped OU esc eee eee ey eee eS Bee a
Oakwood, 11.36 miles north of; bridge over Big ae face of south abut-
ment, square marked A esl Ms RO ik haga nn case av onnan ax

DEFIANCE QUADRANGLE.

Bie Avevaize River Norru To D&EriaNcpr, THENCE NORTH ALONG HIGHWAY
TEN MILES, THENCE EAST TO RIDGEVILLE CoRNERS AND 2 MILES EAST OF.

Defiance, County Jail, southwest corner, aluminum tablet stamped ‘Prim.
Tea Mba NO BOO” cus scndaracninuserecinnevasaawniadaaceas
Defiance, 2.52 miles north of; at crossroads southwest corner of Kelleys
schoolhouse, aluminum tablet stamped “713” ................-0000.
Defiance, 5.67 miles north of; southeast corner of schoolhouse at crossroads,
aluminum tablet stamped “720” ...... 0... cece eee eee
Defiance, 8.64 miles north of; southeast corner of crossroads, schoolhouse,
aluminum tablet stamped “714” 2.0.00... 0. cee cee

437

FLEET.

730.

733.

726,
728.
729,

726.

728.
727.

723.
723,
727.

722.

725.
724,

716,
712.
717.

707.

718

716

711

686.

691

713.

719

1
A

383

348

260

684

mo

710

304

05

314
160
381
336
.806
742

74

793
343
663
. 764
438 PROGRESS REPORT

Evansport, 4.05 miles east of; county line road, Fred Behrmans house, front
face, foundation aluminum tablet stamped 734” .................

Ridgeville Corners, Hunn Bros, store, front entrance, S. E. corner watertable,
aluminum tablet stamped ‘'741” ©. 0... . cece eee ees

‘ NAPOLEON QUADRANGLE,

Near RIDGEVILLE EAST ALONG HIGHWAY TO LipERTY CENTER.

Ridgeville Corners, 2.41 miles east of; crossroads, schoolhouse north side of
road, front fence, aluminum tablet stamped “722” ................

Ridgeville Corners, 4.41 miles east of; crossroads, schoolhouse No. 5, front
face of, aluminum tablet stamped 706” ........... 00.2.0 c ee eee

Ridgeville Corners, 7.36 miles east of; crossroads, west end of north abutment
of bridge, aluminum tablet stamped “682” ..................-00005

Liberty Center, 2.4 miles west of; crossroads, schoolhouse entrance, aluminum
tabletstamped “678” icc aadyeg rue gene eRe e ors gee tla Leedels aes

Liberty Center, crossing of Wabash Railroad west side of town, top of rail..
Liberty Center, town house, front face of, aluminum tablet stamped “686’’. .

M’CLURE QUADRANGLE,

Liserty Cenrer via Stone Roap souTHEAST TO GRAND RaPIDs, THENCE
nast TO ToNTOGANY.

Liberty Center, 3.42 miles east of; junction of roads to 8. & N. schoolhouse,
front face, aluminum tablet stamped ‘683” ................2.0000.

Liberty Center, 5.90 miles east of; Whites schoolhouse, District No. 1 north
of road, front entrance, aluminum tablet stamped ‘674”............

Grand Rapids, bridge over Maumee River, south abutment, east side of,
aluminum tablet stamped 655” 1.0... 00.02. eee

Grand Rapids, 2.72 miles east of; schoolhouse, north side of road, front en-
trance, aluminum tablet stamped ‘670”....... fhoda: alciny @lgun gil’ We telancee

BOWLING GREEN QUADRANGLE.

‘TONTOGANY NORTHEAST ALONG CINCINNATI, IIAMILPON AND Dayvon Ratr-
RoAp TO Haskins.

Tontogany, in front of station; top of rail ..... 2.0.0.0... 000. ee eee eee

Tontogany, 0.34 miles north of; 50 fect north of road crossing, cast side of
track, top of stone culvert, aluminum tablet stamped ‘669”.........

Haskins, 250 feet meters west of C. H. & D. R. R., on Sugat St., in south face
of public school building in watertable 4 feet 10 inches above ground,
1 foot 9 inches east of east side of entrance, being a brass bolt lettered
U.S.C.

For an additional list of precise levels see pages 564-566.

FEET.

734.344

741.152

722.172
706 .030
682.338

678.211
680 .6
685 694

683 . 364
673.672
654.666

669.493

670.1

668.803

667 .702
TOPOGRAPHIC SURVEY. 439

PRIMARY LEVELING.

CHARDON, CONNEAUT AND JEFFERSON QUADRANGLES.
(Ashtabula, Geauga and Lake Counties.)

The elevations in the following list are based upon an aluminum
tablet stamped ‘‘668 CLEVELAND 1901”’ in west end of coping stene
and in front of Soldiers’ Monument in public square, Superior street,
Cleveland, Ohio. The elevation of this is accepted as 668.692 feet above
mean sea level, in accord with the latest adjustment.

The work is checked upon and adjusted to leveling on the Girard
quadrangle, Pennsylvania, based upon the Jatest accepted elevation at
Erie, and also to leveling of 1905 on adjoining quadrangles.

The leveling on part of Chardon quadrangles was done in 1903 un-
der the direction of Mr. R. D. Cummin, topographer, by Mr. C. If. Moore,
Jevelman, and the remainder of work on this quadrangle and work on
Jefferson quadrangle was done in 1904 under the direction of Mr. W. N.
Morrill, topographer, by Mr. C. R. Harvey, levelman, and the work on
the Conneaut quadrangle was done in 1904 under Mr. Morrill, by Mr. E.
I. Shea, levelman.

The standard bench marks are stamped with the letters ‘‘CLEVE”’
or “CLEVELAND” in addition to the figures of elevation.

CHARDON QUADRANGLE.

PAINESVILLE SOUTH ALONG BaLTIMore AND OnIO RAILROAD ‘ro CHARDON,
THENCE SOUTHWEST ALONG C. & E. Enecrric Ratuway To Bass Laku
Fowiers Mibu.

/ PEET.
Painesville, on front entrance step at southeast corner of courthouse, chiscled
CINCIC. cae Sea DRGs REA Gs BAYS ER OE ES RG ERE ANTE GS See ae ET Sow aR 680 . 25
Painesville, on east side of Soldiers’ Monument in City Park, in lower water-
table, aluminum tablet stamped ‘678 CLEVELAND”.............. 677.458

Concord, north side of Painesville-Concord road, 300 feet west of Baltimore

and Ohio Railroad crossing, in top of 2 by 5 foot sandstone coping

stone, in center of culvert, bronze tablet stamped “897 CLEVELAND” 896.427
Painesville, 6.25 miles south of; on culvert stone on east side of Baltimore

and Ohio track, south side of east and west road crossing, chiseled square 1013.46
Chardon, southwest corner Court and Washington Streets, north side, at

northeast corner of frame house, in foundation wall, bronze tablet

stamped ‘1233 CLEVELAND”..........06 0. cece cece eee 1232.770

Fowuers MILLS EASTERLY TO HUNTSBURG, THENCE NORTH TO Mapison, OHIO.

Claridon, 1.25 miles west of; 5. E. side of bridge over Cuyahoga River sect
flush in abutment, bronze tablet stamped “CLEVELAND 1136” .... 1135.668

East Claridon, .5 mile east of; in northwest corner of bridge over branch of
Cuyahoga River, in abutment stone, aluminum tablet stamped
MOTE VGGAND: AV8Oe etcccs ca scan dun heed deo RAMA SHRORG MO bree S 1129 443
440 PROGRESS REPORT

Huntsburg, 2 miles north of by 1 mile west; southeast corner of crossroads,
in northwest corner of foundation frame farmhouse, aluminum tablet
stamped “CLEVELAND 1288” 1.0.2.0... 00... ccc eee cece eee

Montville, in southwest corner of M. E. Church at aluminum tablet stamped
“CLEVELAND 1239)". ssn ce doa 4 Sas bes abe eee eee ees Baees

South Thompson, 25 feet,south of postoffice; east side of road, in stone foun-
dation of frame house, bronze tablet stamped ‘(CLEVELAND 1170”

Thompson, Congregational Church; in southwest corner of stone foundation,
bronze tablet stamped ‘1277 CLEVELAND” ................0.05-

Madison, 2.5 miles south of; in southwest corner of bridge over Grand River,
in abutment stone, aluminum tablet stamped ‘696 CLEVELAND”’..

JEFFERSON QUADRANGLE.

Bripcr over MILL CREEK ALONG HIGHWAY SOUTH 3 MILES TO JEFFERSON,
THENCE WESTERLY TO CORK, THENCE SOUTHERLY TO WINDSOR, THENCE
EAST TO COLEBROOK, THENCE NORTH TO JEFFERSON.
(AN EXCESSIVE ERROR DISTRIBUTED BETWEEN JEFFERSON AND WINDSOR.)

Jefferson, in stone floor of front entrance way to courthouse, aluminum tab-
let stamped ‘968 CLEVELAND”............ 0.00 ce ccc cee eee
Eagleville, 75 feet south of crossroads; set flush in top of culvert, aluminum
tablet stamped ‘812 CLEVELAND” ............ 000... e eee eee

Cork, in northwest corner of brick schoolhouse, soupheast corner of roads,
» bronze tablet stamped “974 CLEVELAND” ...............000000-
Trumbull, in northwest corner of stone foundation of Town Hall; aluminum
tablet stamped “995 CLEVELAND”’......................000000.

Hartgrove, in northeast corner of public school, bronze tablet stamped ‘1033

CLEVELAND” \ccugehetwancntay denies ers Ku tea aes Libao ake WA OEE
Windsor, in northeast corner of stone foundation of L. O. O. F. Hall;.aluminum
tablet stamped ‘835 CLEVELAND”................0.000 0.000005
Orwell, in northeast corner of Orwell Banking Co. building, aluminum tablet
stamped “903 CLEVELAND” .......... 00... ccc ete nes
Colebrook, 1 mile west of; in culvert stone, aluminum tablet stamped ‘922
CLEVE BAND) cae 308 aoe ch eee ee Soe ae Bo We ees Oe eee Boreas
South New Lyme, in northeast corner of Presbyterian church; aluminum tab-
let stamped “968 CLEVELAND”............. 00.2: e cence eee eet
Lenox, 2.5 miles south of; 75 feet south of crossroads, east side of north and
south road, in top of stone culvert, aluminum tablet stamped ‘946
CTE VE TINY i Sian ake Sse pa sence sted achat d cdiud ede PON ena Peon Aes

Lenox, 0.25 mile south of; west side of road, in abutment stone of culvert,
aluminum tablet stamped ‘932 CLEVELAND” ...................

CONNEAUT QUADRANGLE,

PENNSYLVANIA AND OnIO STATE LINE WEST ALONG PENNSYLVANIA AND OHIO
Evecrric Ratway Tracks To ASHTABULA.

Conneaut, in southeast corner of hotel Cleveland; in face of stone foundation
wall, aluminum tablet stamped ‘662 CLEVE” ....................
North Ningsville, in face of stone sill at northwest corner of large brick build-

ing at southeast corner of crossroads, aluminum tablet stamped ‘‘715
CEE VER cen eraricale eh Wisse Gt Sin Sieh hh ese nied sleet aye Na Leaner ad ali ona

FEET.

1282 459
1238 . 286
1169 244
1276 . 266

695.761

967.577
811.120
973.661
994.531

1031 .874

834.060
901.705
921.158
966.728

945 .863

931.228

662.105

715.220
TOPOGRAPHIC SURVEY.

CONNEAUT ALONG HIGHWAY SOUTH TO PIERPOINT, THENCE WEST TO BRIDGE
NORTH OF JEFFERSON.

Farnham, 0.3 mile south of postoffice; in south wing wall on southeast end of
covered bridge No. 1 over Conneaut Creek, bronze tablet stamped
“745 CLEVELAND 1904”... 0.00... cence cence tenes
Bushnell, south abutment stone on west side of iron girder bridge over Ash-
tabula Creek, 800 feet south of postoffice, aluminum tablet stamped
865 CIB VIB! 4a ioe At iad gan nee acaedeas 4 mare He dues Seta STNG
Monroe Center, in top of stone culvert on west side of road, bronze tablet
stamped. “909 CLIVE ya crctaecneng's ayia tin dae gtr grewiahe eaeg se eyo abe ase
Pierpoint, in stone base at northeast corner of Congregational church, bronze
tablet stamped “995 CLEVE”... 2.0.2... cece cee eee
Giddings, postoffice, (Denmark Center), in west end of culvert stone on north
side of road 630 feet west of postofiice, aluminum tablet stamped
SEQ 5 Di CLV BY? ccxtie Mcesciaisod Bie ntegel ead ets doar e Aes Sed wealiehace a Hage nS Spa A er wen aA
Griggs Corners, 300 feet south of postoffice, in top stone of north wing wall at
northeast corner of iron girder bridge over Ashtabula Creek, aluminum
tablet: stamped. “881, CLEVE os nos iviigce sae tad eiis ve bee came we

44]

FEET.
745.535

865 .092
908.787
994.675

951.610

880 .867
442 PROGRESS REPORT

AKRON, ASUTABULA, BEREA, CLEVELAND, EUCLID, KENT, MENTOR, OBERLIN
AND PERRY QUADRANGLES.,

(Ashtabula, Cuyahoga, Geauga, Lake, Lorain, Portage, Swnmit and
Medina Counties.)

The elevations in the following lst are based upon an aluminum
iablet stamped ‘‘668 CLEVELAND 1901”? in the west end of stone cop-
ing in front of Soldiers’ Monument in public square, Superior street,
Cleveland, Ohio. The elevation cf this is accepted as 608.692 feet above
mean sea level, in accord with the 1903 and 1907 adjustments.’

The leveling on the Cleveland, Berea and Oberlin quadrangles was
done in 1901 by Mr. George Bailey, levelman, and that of Euclid, Perry,
Mentor, and part of Ashtabula quadrangles was done in 1903 by Mr. C.
II. Moore, levelman, the main cireuit on the latter quadrangle being done
in 1903 by Abr. I. 8. Lowe, levelman, all under the direction of Mr. R. D.
Cumnin, tepographer. The leveling on the Akron and Kent quad-
rangles was done in 1903 under the direction of Mr. C. H. Goodlove and
D. Hannegan, topographers, by Messrs. W. E. Harle and E. J. Shea,
levelmen.

The standard bench marks are stamped with the letters ‘“CLEVE-
LAND” in addition to the figures of elevation and, in some cases, the
Vear.

CLEVELAND QUADRANGLE,

CLEVELAND ALONG HIGHWAY EAST TO WARRENSVILLE, THENCE SOUTH TO

Macuponta.
(Along strects and highways.)
FEET.

Cleveland, southwest corner of Front and East River Strects, Johnson House

Block, northeast corner of , U. 8. Engineers’ bench mark, a cross (Xx)

OM WALERU ADC 52a. chal ait. gud nak cuse sah cea batch aun Bea aa aA pane oe Had Hedien 577.736
Cleveland. Lake Eric, U. 8. Engineers’ watertable; zero mark, which equals

mean. elevation of lake for years 1860-1875 inclusive. ............+.. 572.677
Cleveland, Lake Erie by U.S. Engincers’ water gauge readings, mean elevation

for years 1886-1900 inclusive ......... 0.00.0 e cece eee 572.153

Cleveland, Superior Strect, Soldiers’ monument in public square, in front of ,

west end of coping, aluminum tablet stamped ‘668 CLEVELAND

DOT? Sa Ne eet tne cou hehe e ces i heatsink ta ah AON Soe Decale eRe au kee nec Ski Oi 668 .692
Warrensville, brick schoolhouse, west end of, north face, in foundation 1 foot

from ground, bronze tablet stamped “1048 CLEVELAND 1901”.... 1047.794
Bedford, 2.5 miles northeast of; red brick schoolhouse at intersection of 5

roads, left side of door, bottom step near wall, small square.......... 1082.07
CLievELAND VIA Norru Royauron anp Boston To Mititers Corners.

Cleveland, Cleveland, Cincinnati, Chicago and St. Louis Railway bridge over
Cuyahoga River, southeast side of track, on east end of abutment,

Glitseled :CROSS: xq4 eer4 8G RSs ee AYRE RO VEE IO Eco ARE BA Sd ERG DEES 592.26
North Royalton, Church Christ, cast face and about 2 feet from ground, in
foundation, bronze tablet stamped “1237 CLIEBVIEELAND 1901”...... 1236. 640

Boston, between Cuyahoga River and mill race to paper mill, southeast corner
of masonry pier, bronze tablet stamped “664 CLEVELAND 1901”... 663.815
TOPOGRAPHIC SURVEY.
BEREA QUADRANGLE.

ParMa, viA BENNETTS CoRNERS AND HARDSCRABBLE TO CROSSROADS 3 MILES
BAST OF GRAFTON.

Bennetts Corners, on southwest corner of crossroads, in top of end of drain,
bronze tablet stamped ‘1058 CLEVELAND 1901” ................
Hardscrabble, bridge over west branch of Rocky River, northeast sill of,
bronze tablet stamped ‘794 CLEVELAND 1901” .................
Hardscrabble, 2 miles west of; bridge over stream to north, northwest abut-
ment of, on northeast corner of, mark .............0 00 cece cence

West CLEVELAND via Rocky River, Trinity P. O. anp Berna To Parma
P.O.

Rocky River, 200 feet east of station; small New York, Chicago and St. Louis
Railroad bridge over private road, southwest abutment of, in sill
between girder and capstone and about 2 feet below rail, aluminum
tablet stamped “655 CLEVELAND 1901”............... 000s eee

Trinity, brick schoolhouse north of postoffice, front or west face of window
sill south of doorway, aluminum tablet stamped ‘696 CLEVELAND
TOO? oy a pista Sy aid bhen inn aia. tase ao b AAy ais te ally ge igea tees plaka mer snes pen

Berea, bridge over east branch of Rocky River, southeast wing wall of; about
ee above highway, aluminum tablet stamped “769 CLEVELAND
P9OT? oo. oasis oa eRe ene ee ee er ee ee eee

Parma, 1.25 miles southwest of: northeast end of bridge on the Cleveland
Medina Pike, southeast side of road, in sill, aluminum tablet stamped
“846 CLEVELAND 1901”........ 00... eee

OBERLIN QUADRANGLE,

Eacis Curr via Lorain, Norro Amuerst anp lnyria tro Norra Rines-
VILLE.

Lorain, Erie Street bridge over Black River, north side of street inside railing,
west abutment of bridge, aluminum tablet stamped ‘598 CLEVE-
TAIN DD 90172 oo saiee ence Linereen ee awe ere api eeSid ugh dan RINGS Be calear es Suplntdaglictesengutia

North Amherst, 0.75 mile west of; east wall of Lake Shore & Michigan
Southern Railroad bridge, in third course of stone 5 feet 4 inches from
ground, in 8th stone from south end, bronze tablet stamped ‘678
CLIBVELAN D: 1901s 5 25 gacccnciaie ashes geet (aly als ae iglat's matings

Elyria, courthouse, in top of foundation stone at northwest corner of, alu-
minum tablet stamped ‘721 CLEVELAND 1901” ..............50-

AMHERST VIA OBERLIN AND GRAFTON TO FIpLps.-

Oberlin, Severance Laboratory of Oberlin College (northwest corncr of Lorain
and Professor Streets), in southeast corner of cast wing, aluminum
tablet stamped ‘817 CLEVELAND 1901”...............-.-..005-

(Set at same elevation as old tablet removed by destruction of entrance wall.)
Grafton, 0.5 mile west of; highway bridge over east branch of Black River, in
top of northeast wing wall of; bronze tablet stamped ‘793 CLEVE-
TAIN ID! POOLE aa ane sed sede nd essairesteceiane tie scence sac sete ais Mudge Seales nage Memes

AKRON QUADRANGLE.

Hupson ALONG HIGHWAY Wrst TO PENINSULA, THENCE souTH viA Livererr
: To AKRON.
Peninsula, in northwest corner of City Hall, aluminum tablet'’stamped ‘711
CLD VASGAND? aa.c8viecac.c2 is wr aisnied Lak aGotsa beans Maes Beka ae
Everett, east side of lock, in third stone from south gate, chiseled cross.....
Ira Station, or Hawkins postoffice, iron bridge over Cuyahoga River, north-
west stone pillar, chiseled cross, in top stone ...........- 0. eee a eee

443

FEET.
1058 .088
794.657
852.02

654.865

696.636

769 354

846.094

598 .346

678.623

721.222

816.872

793.611

711.167
719.97

729 722
444 PROGRESS REPORT

FEET.

Botzum, in northeast stone abutment of bridge over Ohio Canal, aluminum

tablet stamped “753 CLEVELAND”........... 0.0. cece cece e eee ee 752.890
Cranmer, flag station; 1000 feet north of; southeast stone abutment of road

bridge over canal, in second step from bottom, chiseled cross........ 765.99
Akron, 1.5 miles north of; 5th Lock north of West North station, in northeast

corner of stone wall, chiseled cross .... 6.0.0.0... sees cece eens 787 .90
Akron, 175 feet west of Howard Street station; iron bridge of Cleveland,

Terminal and Valley Railroad over Howard Street, in southeast stone

abutment, chiseled cross 1.0.2.0... 0.000 c cece eee ees 884.62

AKRON ALONG HIGHWAY WEST VIA CoPLey To SHARON CENTER, THENCE NORTH
to West RICHFIELD, THENCE EAST TO PENINSULA.

Copley, 1.2 miles east of; iron bridge over Pigeon Creek, Northern Ohio Rail-

road, crossroad 20 feet east, southeast corner of stone abutment,

GPTSENSH GENER teas kesssce fk ncs os Gh oe ea seen a oe 976.59
Copley, in southwest corner of Disciples church, aluminum tablet stamped

1.049) CLAVE LAND? 76 8 ca4 eh orate ndad mac ad LAR Ed ale ohh ewe 1049 .163
Copley, 1.25 miles west of; in northwest corner of road forks, 75 feet east of

road crossing north and south, house of E. Bigelow, in south top stone

to small culvert, chiseled cross........6 0000.0 c eee eee tenet eae 1081.76
Copley, 2.25 miles west of; at southeast corner of J. M. Andrews house, north-

west corner of forks of road on Medina and Summit County line, cul-

vert, cut in large top stone... 6... eee eee tte tee 1144.08
Sharon, 1 mile east of; Sharon Township, east side of road, southwest corner

of foundation of barn owned by Jennie Hollinger, aluminum tablet

stamped “1044 CLEVELAND” ..............0. 000 cece eee eee 1043 .707
Granger, 1.25 miles east of; Granger Township, southeast corner of forks of

roads, in south side of top stone to stone culvert, aluminum tablet

stamped 1072 CLEVELAND” 3. ss6ancseuee xe ese cyaweseeeeee es 1072,311
Richfield Center, 1 mile south of; west side of road, 1100 feet north of forks

of Medina-Brekett road, top of culvert, chiseled cross............... 1224.20
West Richfield, in southeast corner of Carter House, aluminum tablet

stamped “1279 CLEVELAND” ............ cbse cece eee eee ee eee 1279027
Peninsula, 2 miles west of; south side of road, at forks east, mee and north-

east, in top stone to culvert, chiseled cross ..........:.0seee eee eeee 1096 .37

Teast AKRON SOUTHWEST ALONG HIGHWAY TO BARBERTON, THENCE ALONG
Erte RaItRoap WEst TO WADSWORTH, THENCE ALONG HIGHWAY NORTH
TO SHARON CENTER.

Akron, northeast corner of east porch of county jail, aluminum tablet stamped

“1027 CLEVELAND” (on checked spur line) ................-..-. 1027 .182
Barberton, 1.5 miles north of; at Lawndale, in southeast corner of stone bridge,
with iron hand rails over drain east of, chiseled cross............... 965.61
Barberton, Barberton Inn, at right side of main entrance stairway to, in face
of support to veranda, aluminum tablet stamped “981 CLEVELAND”... 981.269
Barberton, 1.5 miles west of station; Erie Railroad milestone 210, cross
chiseled ‘on tOp iq srk Gases ab ead wee oe Sheer aed See SMe ee eer 1012.70
Sherman, 35. feet east of Erie station; milestone No. 212, in top of; bronze
tablet stamped ‘1085 CLEVIELAND”.............000 0600s 1085 .476
Wadsworth, Wadsworth National Bank, 1 foot south of doorway, in face of
foundation stone; bronze tablet stamped “1170 CLEVELAND”...... 1170 .404
Wadsworth, 4 miles north of; at southeast corner of crossroads, in top of
large stone post, chiseled cross........0..000.000 000 c cee c ee eee 1089 .27
Sharon, Sharon Township, at southwest corner of Universalist Church, in face
of stone foundation, bronze tablet stamped ‘1028 CLEVELAND” .. 1027.748

(The above bench mark sat on a single spur line.)
TOPOGRAPLIIC SURVEY. 445
KENT QUADRANGLE,

FRET.
Sitver Lake JUNCTION £AST ALONG GAYLoR Roap ro Monroe FAuLs, THENCE

ALONG BaLTimoRE AND OHIo RAILROAD, THENCE ALONG HIGHROAD

vo Ravenna To Kenr.

Silver Lake Junction, in southwest end of large stone arch bridge over Cuya-
; hoga River, on end copying stone of west wall, aluminum tablet stamp-

ed “1012 CLEVELAND 1903” ..... 0.0.60. c eee eee cence 1012.197
Monroe Falls, opposite postoffice, at southwest corner of crossroads, at north-
east corner of schoolhouse, in face of foundation wall on north side,

bronze tablet stamped “1040 CLEVELAND 1903” ..............- 1039 .467
Kent, 2.5 miles west of; at milepost A. Jct. 8, top of T rail driven in ground,
(B. & O. R. R. B. M. 431), cross cut (R. R. elevation 1016-670)..... 1017.58

Kent, 1.5 miles west of; at milepost stamped “‘A Jct. 9,”’ on top of T rail driven

in ground, (B. & O. R. R. B. M. 480), cross cut (R. R. elevation

LOWGS TT) anc vereckoaed serugors doy prada ae ebay sa see $03 Seo ee ees 1017.48
Kent, at head of stairway leading to railroad station; in stone bridge on south

side, bronze tablet stamped “1051 CLEVELAND 1903” ........... 1051 .822
Kent, 2.25 miles east of; at southwest corner of iron bridge over Breakneck

Creek, at abutment, chiseled square .............0 0.0 beeen eee eee 1046.39

RAVENNA ALONG HIGHWAY NORTHWEST TO STREETSBORO THENCE WEST TO
Hupson VILLAGE THENCE SOUTH ALONG PENNSYLVANIA RAILROAD TO
CuyaHoca Fatts.

Ravenna, 3 miles northwest of; at northwest corner of small bridge over ditch,

in stone abutment, chiseled cross ........... 0.000: cc ee eee eee eens 1065.00
Ravenna, 5 miles northwest of; Streetsboro Township, at northwest corner of

girder bridge, in top of stone abutment, bronze tablet stamped “1054

CEEVEGAND:) 1908) ic.65 nana ace wen sland daw aa cdnde 4 oe dee ha a -» 1054.306
Streetsboro, Streetsboro Township, on north side at northwest corner of vot-

ing place, in stone foundation, bronze tablet stamped ‘1136 CLEVE-

LAND 1903) euine ves aaacaems en eu io bhapedu bes Geese ablagueane « 1136.439
Hudson, 350 feet west of station, on north stone abutment of Peninsula Rail-

road bridge over Peninsula road, bronze tablet stamped ‘1049 CLEVIn-

MGAINDD 7? Fccecnis ac Sect en ctalenbu el She aac testes Sea Sadr enehe Nat a eat icrPes Sate Wey b Sueesaea 1049410

EUCLID QUADRANGLE,

CLEVELAND EAST ALONG HIGHWAY TO EUCLID.

Euclid, 150 feet east of corner of Euclid Avenue and Main Street red brick 2
story building, on north side of Euclid Avenue, at southwest corner in
west face of foundation stone, aluminum tablet stamped ‘653 CLEVE-
TGA ND? accu tied-ca hea Sama, b kg Reha tiand GrimEd WA RAE Set RE Ao a aan AS 653.055

WARRENSBURG NORTH ALONG HIGHWAY TO SoutH Huc.ip.

South Euclid, at southeast corner of lower stone step at front entrance of
brick schoolhouse, aluminum tablet stamped “977 CLEVELAND”... 976.911

Evucuip NortHreast ALONG New York Centra anp Hupson River Rat
ROAD TO WICKLIFF, THENCE ALONG EucLID AVENUE (NORTH RIDGE
ROAD) TO PAINESVILLE.

MENTOR QUADRANGLE,

Wickliff, at southeast corner of red brick Presbyterian Church, in face, alu-
minum tablet stamped “696 CLEVELAND” ...................0.. 695.963

Willoughby, at northeast corner of iron flagstaff in public square, top of bolt. 666.23

Mentor Township, at front entrance of Village Hall, at southeast corner of 2
by 3 by 4 stepping stone, chiseled square ..............-...0.0000- 695.21
446 PROGRESS REPORT

FRET.

West Mentor, at front entrance of Village Hall, 2 iy 3 by 4 carriage stepping

stone, ‘at northeast corner, bronze tablet stamped “695 CLEVELAND” 695,251
East Mentor, 3.5 miles east of; at T road north, on south side of Mentor

Avenue, in center and on top of stone culvert, chiseled square....... 682.71
Towxers MILL WEST ALONG HIGHWAY TO SourH Euc.ip.
Fowlers Mill, 60 feet east of station; north side of east and west road, on top

of sandstone hitching post, chiseled square ..............0.0 0s eeee 1127.22.

Fowlers Mill, 0.5 mile west of; at southwest corner of iron truss bridge over
Outlet Creek, at northwest corner of top abutment stone, in top, bronze

tablet stamped 41) CLEVELAND? 0 oes fb asta ban koe mien ae NS E 1110.505
Fowlers Mill, 1.25 miles west of; at southeast corner of crossroads, on top of
culvert stone; chiseled squares ys. os cette aneeegnige wei Seno wae 1090.77

Chester crossroads, 100 feet southeast from center of; general store of H. C.
Cattrell, northwest corner of, bronze tablet stamped “1217 CLEVE-
AND” ; 1216.881
Gates Mill, high truss iron bridge over Chagrin River, at northwest corner of
top abutment stone, aluminum tablet stamped “729 CLEVELAND”. 728.607

Gates Mill, 2 miles west of; 100 feet west of center of crossroads, north side of

road, on top of center of 2 by 2 granite boulder, chiseled square ..... 1049.88
Gates Mill, 4.75 miles west of; 1 mile east of South Euclid, on north side of
culvert at crossroads, in center of top stone, chiseled circle.......... 1013.99

PERRY QUADRANGLE.

PAINESVILLE EAST ALONG NORTH RIDGE ROAD TO Lake AsHTABULA CouUNTY
LINE ROAD, THENCE SOUTH ALONG SAME TO UNIONVILLE, THENCE WEST
ALONG SoutH Riper RoaD TO PAINESVILLE.

Painesville, 5.75 miles east of; 100 feet east to T. road north, south side of
east and west Ridge Road, at northwest corner of large frame house,
north side, in face of foundation wall, aluminum tablet stamped “686
CLEVELAND s4 ci assacnesseiob ed sag eee eerca ee eee ee ace ee reee ms 686.461
North Madison, 200 feet northeast from center of crossroads, at north-
west corner of foundation wall of First Congregational Church, in

foundation wall, aluminum tablet stamped ‘676 CLEVELAND” . - 676.196
Unionville, at southwest corner of crossroads, at front entrance to Dry Gaods
store, on 4 by 4 sandstone step, chiseled circle ...............0.00. 744.35

Unionville, 1.75 miles south of, Lake-Ashtabula county line road, south-
west corner cross roads, northeast corner brick house of J. H. Fowler,

in foundation wall, bronze tablet stamped ‘856 CLEVELAND” _____- 856.198
Madison, on west side of northwest corner of foundation of Town Hall, bronze

tablet stamped 744 CLEVELAND”............... 000. e eee ee eee 743 511
Madison, 2 miles west of; at crossroads on south side of cast and west road,

at west end of 2.5 5 by 4 foot sandstone over culvert, chiseled circle... 730.54

ASHTABULA QUADRANGLE,

NortuH Mapison rast atonc Norta River Roap via GENEVA TO Say-
BROOK, THENCE EAST TO ASHTABULA, THENCE ALONG HIGHWAYS SOUTH,
THENCE Wrst TO UNIONVILLE.

Geneva, at public square, lord and Tibbets 3 story brick building, first stone
window sill east of stairway, in top of, aluminum tablet stamped ‘675
CHEVISGAND!” yoctisotcaa andes tore Wea e aniniha wae Gs ars oars aay eas 674,519
Geneva, 4 miles east of; Saybrook Township, 75 feet east of T road south,
south side of east and west road, on top of top stone of culvert, chis-

Glad. SqQUaTe cis oe ee cee Seca wergedad ees twee sawed ge ew TR Cee 683 .48
Saybrook postoffice, in brick foundation of town hall, on north side north-

west corner, bronze tablet stamped “682 CLEVELAND" .........- 681.741
Ashtabula, at front entrance to City Hall, in top of, at northwest corner of

top step, aluminum tablet stamped «700 CLEVELAND” .......... 699 .804

Ashtabula, 6.75 miles south of; Jefferson Township, northeast corner of high
iron truss bridge, over Mills Creek, in top of abutment wall, rode
tablet stamped “854 CLEVELAN Le Gina tendo a eer ee 854.395
TOPOGRAPHIC SURVEY.

Austinburg, at northwest corner of crossroads, on south side of southeast
corner of brick store, in face of watertable, bronze tablet stamped
“S17 CLEVELAND?” cgi ges gees ad bee see pee Ree Spee bes AS sane
Harpersfield, on south side of southwest corner of Town Hall, in face of brick
wall, 2 feet above ground, bronze tablet stamped ‘859 CLEVELAND”
Harpersfield, 2.75 miles west of; Unionville, 1.75 miles south of; Lake and
Ashtabula County line road, southwest corner of crossroads, north-
east corner of brick house of J. H. Fowler, east side, in face of founda-
ee wall, 1 foot above ground, bronze tablet stamped “856 CLEVE-

447

Freer,

816

858

674

654

.198
448 PROGRESS REPORT

ANDOVER, BRISTOLVILLE, CHAGRIN IALLS, GARRETTSVILLE AND KINSMAN

QUADRANGIES,

(Ashtabula, Cuyahoga, Geauga, Portage, Summit and Trumbull
Counties. )

The elevations in the following list are based upon the latest adjust-
ment.

The leveling was done in 1905 under the direction of Mr. D. C. Har-
rison, topographer, hy Mr. R. C. Seitz, levelman.

The standard bench marks are stamped ‘‘AD.J 1903”? in addition to
figures of elevation, mostly correct.

ANDOVER QUADRANGLE,

Lenox ALONG HIGHWAY EAST To RicuMOoND CENTER, THENCE NORTH TO
PrerPoint.

Lenox, 3.6 miles east of; 450 feet east of township line, in northeast corner of
abutment of small iron bridge over Mills Creek, set flush in top, alu-

minum tablet stamped ‘985 ADJ 1908”........ 0... cee eee eee 984.827
Dorset, south end of; in southwest corner of foundation of Town Hall, alu-
minum tablet stamped “985 ADJ 1903” ........ eee ee eee 985 .069

Richmond Center, 950 feet west of crossroads, in top of southwest corner of
west abutment of small iron bridge, over creek, aluminum tablet
stamped “1031 ADS 1908? ccc. ssc dcc ce cea cb been eed ee ieee oe we 1030 .899

Pierpoint, 3.35 miles south of; in north end of cast guard of stone culvert 0.8
mile south of township line, aluminum tablet stamped “1046 ADJ
OOS) separ’ ease plore Bags Gages aval samerd wad coe op aah gmsind prom awn gales qurnates 1045 633

RicumMonp CENTER ALONG HIGHWAY soUTH TO ANDOVER AND 1 MILE sOUTH
OF, THENCE wrest To Soutu New Lymn.

Andover, Mosley Block, set flush in base stone southeast corner of building
now (1905) occupied by the Bank of Andover, aluminum tablet
stamped “1091 ADJ 19037... 00... eee eens 1091 012

Andover, 1.04 miles south by 3.91 miles west of; 435 feet east of crossroads,
in top of west end of north guard stone culvert, aluminum tablet
stumped. “996 ADJ 1908" cca seqaadyseauy Stee se aed obuies Rat wae 996.138

Cherry Valley, 1.04 miles south by 2.72 miles west of; in southwest corner of
foundation of house north side of road, 250 feet east of T road south,
0.35 mile west of township line, aluminum tablet stamped ‘1079 ADJ
MOOS H wit Achaea Ge he een ee aD Fee RE AVE e 1079 .106

CoLEBROOK ALONG HIGHWAY EAST 2 MILES, THENCE SOUTH 2 MILES, THENCE
EAST AND NORTH TO ANDOVER.

Colebrook, 2.1 miles east by 1.52 miles south of; 0.95 mile north of county
line, 550 feet south of T road west, in west guard of stone culvert,
aluminum tablet stamped ‘1024 ADJ 1908”..... 0.0.0.0... 0000.00. 1024 202

Wick, 1.83 miles south of; 270 feet south of T road east, 5 feet north of porch,
in west foundation of house, aluminum tablet stamped “997 ADJ 1903” 996.681
Williamsfield, 0.65 mile north of; in east side of south abutment of bridge over
McMichael Creek, aluminum tablet stamped “1113 ADJ 1903”...... 1112.761
TOPOGRAPHIC SURVEY.
CHAGRIN FALLS QUADRANGLE.

MAcEDONIA ALONG HIGHWAY EAST TO TWINSBURG, THENCE NORTH TO Barry,
THENCE EAST TO PuNDERSON LAKE.

Twinsburg, in culvert in southeast triangle of road crossing, aluminum tablet
stamped “985 ADJ 19038”......... 0.0 eee eee hehe cionavca

Solon, Town Hall, in belt line at northwest corner, aluminum tablet stamped
1087 AD LO08? vain son con btcccle » okair ak MAG Aree per Os bias SUSI eS

Barry (Orange Center), at center of Orange Township, in southeast corner of
foundation of town hall, 325 feet south of crossroads, aluminum tab-
let stamped “1031 ADJ 1903” .........0... 00.0 c eee eae

Russell Center (Taylor P. O.), town hall, in southeast corner of foundation,
aluminum tablet stamped ‘1094 ADJ 1903”..................00055
Ford (Newbury Center), 0.91 mile west of; in south wing wall, east abutment
small iron bridge, aluminum tablet stamped “1162 ADJ 1903”.......

AUBURN ALONG HIGHWAY WEST TO BIssELLs, THENCE SOUTH TO ‘AURORA,
THENCE WEST TO TWINSBURG.

Bainbridge (Bissells P. O.), at crossroads, in east culvert west side of road,
aluminum tablet stamped “1166 ADJ 1903”...............0..0.005

Aurora, 635 feet north of crossroads, in stone culvert west side of road, alu-
minum tablet stamped ‘1119 ADJ 1903”................0...2000.

GARRETTSVILLE QUADRANGLE.

HUNTSBURG ALONG HIGHWAY SOUTH TO MIDDLEFIELD, THENCE WEST TO
Burton, THENCE NORTH TO CLARIDON.

Middlefield, in northwest corner of foundation of town hall, aluminum tablet
stamped “1141 ADJ 1903”... 2... eee

Burton, in southeast corner of foundation of town hall, aluminum tablet
stamped ‘113388 ADJ 1903”. ..... 0. eee eee

Burton west atone 8. O. Traction Co. to Lake PUNDERSON, THENCE
NORTHWEST ALONG RAILROAD AND HIGHWAY TO FowLers MILLs.

Punderson Lake station, 0.5 mile north of; 430 feet east of railroad, in culvert
stone north side of road, aluminum tablet stamped ‘1148 ADJ 1903”.

West FARMINGTON ALONG HIGHWAY WEST TO PARKMAN, THENCE SOUTH TO:

WINDHAM.

Parkman, 1.5 miles northeast of; crossroads at center of township, east of
road, in culvert stone, aluminum tablet stamped ‘1145 ADJ 1903”...

Nelson Center, in town hall, southeast corner of foundation, aluminum tablet
stamped, “1068 ADJ. 19038" i cos eet bo aoe daa Vee et wa ga hess

Frrepom CENTER ALONG HIGHWAY NORTH TO Troy CENTER (WELSHFIELD P.
O.), THENCE EAST TO PARKMAN.

Hiram, opposite Y. M. C. A., in northwest corner foundation to brick store
building, aluminum tablet stamped ‘1270 ADJ 1903” ..............

Troy Center (Welshfield P. O.), in northwest corner of foundation of school-
house, aluminum tablet stamped ‘1227 ADJ 1903” .........-......

SHALERSVILLE NORTH ALONG HIGHWAY TO AUBURN.

Mantua Center, in northwest corner of foundation of schoolhouse, aluminum
tablet stamped “1180 ADJ 1903” ....... 0... c cee eee ees

Auburn, Grange Hall, in southeast corner of foundation, aluminum tablet
stamped. 1230 ADT 1909", cacace se yessetehomneeteteraneariiens

29—T. .S.

449

FEET.
984 .830

1037. 194

1030. 580
1094 .028

1161 .918

1166.180

1119 .245

1141.330
1337 .833

1148 .339

1143 .435
1068 . 498

1269 .617

1227 .204

1180.161

1231 .332
450 PROGRESS REPORT
BRISTOLVILLE QUADRANGLE,

IXsNILWORTH ALONG HIGHWAY WEST TO MESOPOTAMIA, THENCE NORTH TO
WINDSOR.

Greene, 1.25 miles west of; 610 feet east of crossroads, north side of road, in
culvert stone, aluminum tablet stamped “918 ADJ 1903” ..........

North Bloomfield station, 1035 feet west of; in south end, west abutment
wooden bridge, aluminum tablet stamped “899 ADJ 1903”..........

North Bloomfield, 1.75 miles west of; north end, east abutment Grand River
bridge, aluminum tablet stamped “810 ADJ 1908” cave ses nae ee te
Mesopotamia town hall, in west foundation of, aluminum tablet stamped
BRST ADS D908! cise 5 Sik SaaS ale deka Hears adse, ye dawudh sie Eyisan dna s ade bead Wok AcBunrdedy sOhs

MESOPOTAMIA ALONG HIGHWAY SOUTH TO West FARMINGTON, THENCE EAST
To Mscca.

West pe vey in foundation of town hall, aluminum tablet stamped ‘‘881
1903”. eax ee an cha Gay eee Oa aa TS WE REG HEY Caw Pee KS §

Bristolville, Hotel Brockett, in Support of porch, west end, aluminum tablet
stamped “902 ADJ Cs a eee eee ee te
West Mecca, 1.2 miles west of; in south wing, east ainiiumentt small wooden
bridge, aluminum tablet stamped ‘927 ADJ 1903”..............6..

CoRTLAND ALONG HIGHWAY SOUTHWEST TO CHAMPION StraTIon, THENCE WEST
TO SOUTHINGTON THENCE SOUTHERLY TO BRACEVILLE.

Champion, 1.5 miles east of; at T road south, in south wing, west abutment,
small iron bridge, aluminum tablet stamped ‘925 ADJ 1903” .......

State-road, 0.3 mile north of; east of road, in culvert stone, aluminum tablet
stamped! “928 ADJ 1908? sis canis eau owas Coton ee ale ha Soe OSes

Southington, in northwest corner foundation of town hall,, aluminum tablet
stamped “892 ADJ 1903). i.0.2 suw dashed ne itn Gh ce eles oe Haw ey aes

Phalanx Center, 0.2 mile north of; in east wing, south abutment of bridge over
Eagle Creek, aluminum tablet stamped ‘910 ADJ 1903”............

KINSMAN QUADRANGLE.

T’rom POINT NEAR TRIUMPH SOUTH ALONG HIGHWAY TO NEAR CHADWICK.
Kenilworth, house on north side of road at crossroads, in northeast corner of
foundation, aluminum tablet stamped ‘951 ADJ 1903” ............
Kenilworth, 2.0 miles south of; in top of east wing of north abutment of bridge,
220 feet south of T road east,aluminum tablet stamped “922 ADJ 1903”
East Mecea, 835 feet south of crossroads, in culvert stone west side of road,
aluminum tablet stamped “926 ADJ 1903”.................000005
East Mecca, 1.5 miles south of; at T road east, iron post stamped “Sta. No.
842 SO386 ADI 1903” occu abc iemciciona Sia on ales Baise Gavettanine & aietaand wees

FEET.
918.320
899.248
810.514

856.951

881.666
902.704

927.476

925.3805
927 .963
892.391

909.931

951.431
921.890
925 .620
936.358

Cortland, 1.25 miles southwest of; in west side of Erie Railroad culvert, alu- —

minum tablet stamped “917 ADJ 1903” ........... 0... c eee eee eee
Cortland, 4.75 miles south of; in culvert stone, east side of road at T road
northeast, aluminum tablet stamped “916 ADJ 1903” ............-.
WILLIAMSFIELD ALONG HIGHWAY SOUTH TO VERNON THENCE West To Mecca.

Williamsfield, 2.54 miles south of; 610 feet south of crossroads and county
line, in north and west guard culvert stone, aluminum tablet stamped
1119 ADS 19038 neces cecds ton Beeed Ge ne kbes oe ele ok Hes hey ee oc ae
- Kinsman, public square, in northwest corner foundation brick block, south
side of square, aluminum tablet stamped ‘940 ADJ 1908”..........
Vernon, in southwest corner of foundation of schoolhouse, aluminum tablet
stamped COAT ATT L908? sattcaseicoh acute asinine wile arent Da react wierd Baca
Vernon, 2.5 miles west of; in culvert stone, south side of road, aluminum tab-
leb stamped “1006 ADJ 19037 ....-.. eee eee tence eee ete e ee een

916.849

915.874

1118 .859
939.481
946.460

1005.49 3
TOPOGRAPHIC SURVEY. 451

; YEET.
Johnsonville, house on northeast corner of crossroads, southwest corner of
foundation, aluminum tablet stamped ‘1081 ADJ 1903” ........... 1081 ,.305

VERNON ALONG HIGHWAY SOUTH TO BROOKFIELD.

Burghill, 1.75 miles south of; 670 feet south of T road east, in northwest corner
of foundation of house, aluminum tablet stamped 1153 ADJ 1903”.. 1152.893

Hartford, 2.5 miles south of; in southwest wing, south abutment, bridge over
Yankee Creek, aluminum tablet stamped “965 ADJ 1903” .......... 964.716

BrRocKWAY WEST ALONG HIGHWAY TO NEAR CHADWICK.

Tyrrell, crossroads, in support of porch of store, aluminum tablet stamped
M1133 ADI, MOO os ciy.s ta sich ces toiaiesecsndscas-s toarhnepn avant Gren taaen BON CoD ae a 1133 207
452 PROGRESS REPORT

RAVENNA, WARREN AND YOUNGSTOWN QUADRANGLES.
(Mahoning, Portage and Trumbull Counties.)

The following elevations are based upon the 1907 adjustment datum,
and are controlled principally by precise leveling of the Baltimore and
Ohio Railroad, crossing each quadrangle, and a precise line of the U.S.
Coast and Geodetic Survey, crossing Warren and part of Youngstown
quadrangles. A checked primary connection was obtained in 1907 at
Niles between these lines which proved a previously supposed error to
exist in the Baltimore and Ohio levels between’ Youngstown and Niles,
and this error has heen taken account of in adjustment, placing it be-
tween ‘B. Ms. 381 and 382, which removed errors in primary circuit ,
Youngstown to Struthers. : ,

The leveling on Youngstown and on part of Ravenna quadrangles
was done in 1905 under the direction of Mr. D. C. Harrison, topog-
rapher, by Mr. R. C. Seitz, levelman; that on Warren and part of
Ravenna quadrangles was done in 1905 under Mr. Harrison by Mr. W.
H. Peabody, levelman, and the remainder of leveling on Ravenna quad-
rangle was done partly in 1903 under the direction of Mr. C. W. Good-
love, topographer, by Mr. C. I. Shea, levelman, and partly in 1905 under
Mr. M. Hackett, topographer, by Mr. G. M. Dimick, levelman.

The standard bench marks on the 1903 line, Ravenna to Randolph,
are stamped ‘‘CLEVELAND,’’ but the remainder are stamped ‘‘ ADJ
1903,’’ in addition to figures of elevation as determined in the field, and
which in many cases do not agree to the nearest foot with the adjusted
elevation.

RAVENNA QUADRANGLE,

WAYLAND ALONG HIGHWAY NORTH TO WINDHAM, THENCE WEST TO SHALERS-

VILLE. /
FEET.

Wayland, in east face of northeast corner of Bethany Church, T.3 N., R. 6 W.

north of center of south side of sec. 23, aluminum tablet stamped ‘964

ADS 1903)" oscugs eucSa ceded eeu oe se eae coe the dee eee Beenseg a4 964.430
Windham, 700 feet north of crossroads, in southeast corner of foundation of

town hall, aluminum tablet stamped “977 ADJ 1903” .............- 976.560
Freedom Center, in northeast corner of church, in foundation, aluminum tab-

let stamped 1175 ADJ 1903” 0.0.0.0... cece cence tenes 1175 .341
Shalersville, in northeast corner of foundation of town hall, aluminum tablet

stamped stamped ‘1245 ADJ 1903” .:......-. 6.0 c eee eee eee 1245 .359
From Bautrimorr AND OnIO BENCH MARK 415 NoRTH TO CHARLESTON AND

RETURN.

Charleston station, T. 3 N., R. 7 W., northeast corner sec. 22, 300 feet north
of overhead bridge, in bridge seat at northwest corner of small iron
bridge over creek, aluminum tablet stamped “1041 ADJ 1903”...... 1041.100

From BALTIMORE AND OHIO BENCH MARK 415 ALONG HIGHWAY SOUTH TO
ATWATER CENTER, THENCE EAST TO DEERFIELD, THENCE NORTH TO
WAYLAND. .

Edinburg, T. 2 N., R. 7 W., southeast corner sec. 25, 300 feet north of main
crossroads, in east face of northeast corner of Congregational Church,
aluminum tablet stamped ‘1181 ADJ 1903”....... 0... e eee e eee 1180 .957
TOPOGRAPHIC SURVEY.

Atwater Center, T. 1 N., R. 7 W., sec. ( ?), 300 feet south of crossroads, in
northeast corner (in column support) Congregational Church, alu-
minum tablet stamped ‘1165 ADJ 1903” .................0020005

Deerfield Center, T. 1 N., R. 6 W., extreme northeast corner sec. 32, in north
face of northeast corner of M. E. Church, aluminum ‘tablet stamped
*NOTD ADI. 1903 ha; 9-01 eon wae wea wee 8 By Osa SA ES ae aes MeO Sees SA

Palmyra Center, T. 2 N., R. 6 W., extreme northwest corner sec. 25, in west
face of stone guide post at center of crossroads, aluminum tablet
stamped. “L037 ADT L908 hack as oe teas d-nark dyed fasbors tea ing eee a

ATWATER ALONG HIGHWAY WEST TO RAN DOLPH AND RETURN.

Randolph, at northeast corner of square, at. southwest corner of postoffice
building, in south face of foundation, bronze tablet stamped ‘1153
CLEVELAND: 1908" s25 seieievsesey aeaas ga eu Paeeweee wed eee

RAVENNA SOUTH ALONG HIGHWAY TO RANDOLPH..
Ravenna, at main entrance to courthouse, in stone floor at southeast corner
of veranda, bronze tablet stamped “1140 CLEVELAND 1903” ......

Rootstown, on west side at south west corner of postoffice building, in face
of stone foundation wall, bronze tablet stamped “1126 CLEVELAND
1903” (This elevation possibly 1 foot low.)......00...0..00 cece eee

WARREN QUADRANGLE,

‘
Newton Fats Norra To BRackrvVILLE, THENCE Wrst To WINDHAM.

Newton Falls, southeast corner of high school building, in watertable over
basement window facing cast, aluminum tablet stamped “927 ADJ
QO? ae 2 see wiecituiehs Sa eee ft Dnsanee 2c. wade cnn acStriabe ecu hic ied RNGT Nainlet Sokal Was aaet OE
Braceville, crossing at station; top of rail ..... 60.6... eee
Newron Panis ALONG HIGHWAY souTH TO Beruin CENTER, THENCE BAST TO
CANFIELD, THENCE NORTH TO WEST AUSTINVILLE, THENCE WEST TO
Nortu JACKSON, THENCE NORTH TO LoRDSTOWN, THENCE East To NILEs.

Priectown, 200 feet cast of crossroads, in south face of southeast corner of
Methodist Church, aluminum tablet stamped “942 ADJ 1903”.......
Berlin Center, 4 miles north of; 3 miles west of Rosemont, north side of road,
400 feet west of northwest corner of crossroads, in south face of south-
east corner of barn of Chas. Smith, aluminum tablet stamped ‘1023

ADJ 1903” ........ Liha econ Pio SO Ree hee ES ere Mavens ]

Berlin Center, 450 feet east of crossroads, on south side of road, in stone door
sill to main entrance to M. I. Church, aluminum tablet stamped ‘1075
ADI TOO estsl-& cst deta. Gest & beh sade 1h Shade be bisa Bea tahdces 8 rye headsmeageneanendiylaed Shcteh eaNS acs
Berlin Center, 2.5 miles east of; 2.5 miles west of Ellsworth Center, inside of
fence at northeast corner of crossroads, iron post stamped ‘1159 ADJ
1903”. (Prim, “Pray: Sta; No 89) .2cses'ea suse gece tg sar Ge oe asses
Ellsworth Center, at southeast corner of Presbyterian Church, in top of stone
platform to entrance, aluminum tablet stamped ‘‘1068 ADJ 1903”...
Canfield, in south face of southeast corner of Presbyterian Church, aluminum
tablet stamped “1162 ADJ 1903” ....... 0... eee
Canfield, 2 feet west of band stand in park in center of town, iron post stamped
“Prim, ‘Trav, Sta: No. 143” 6. -3seveods esa ser eee eked ewe rea ay tas es
West Austintown, at southwest corner of crossroads, in north face of north-
west corner of United Evangelical Church, aluminum tablet stamped
OTOT2 ADI 1908 iia og Pn mis anna days Dadam ah adhe x hae had eaae bande Big
North Jackson, 0.2 mile east of main crossroads, south of road, in north face of
northeast corner of town house, aluminum tablet stamped ‘1035 ADJ
19038? se ences peng eda gare HAT Ped Hae Bare e eee Bid Sas need ew Ae
Lordstown, west side of road, 0.2 mile north of. punipal crossroads, in east
face of northeast corner of Disciple Church, T, 3 N., R. 4 W., north-
east corner of sec. 56, aluminum tablet stamped “954 ADJ 1903”....

453

TEET.

1164.

1072

1037.

1154.

1140.

1126.

927.
909 |:

1075.

1159
1068
1162

1160

1012.

1034.

954

736

477

526

138

164.

109

133

a

165

.786

166

3804
.057
238

803

182

634

.200
454 PROGRESS REPORT

PEET,
Niles, T. 3 N., R. 3 W., sec. 5, at southwest corner of Main and West Church
street, in north face of northeast corner of First Presbyterian Church,
aluminum tablet stamped “890 ADJ 19037............ 000.0000 eee 889.871

At WARREN AND Leavittssurc. Setrrom B. & O. B.M.s. Nos. 395 and 399

Warren, about 60 feet south of B. & O. station; about 300 feet south of Erie
station; in east face of northeast corner of Devoe County Wholesale
Grocery Co., in watertable, aluminum tablet stamped “880 ADJ 1903” 880.105

Leavittsburg, T. 4 N., R. 4 W., northwest corner of sec. 24,400 feet west of
station, northwest corner of Erie Railroad bridge over Duck Creek, in
next to top coping stone, aluminum tablet stamped ‘895 ADJ 1903” 895.048

YOUNGSTOWN QUADRANGLE.

FROM NEAR CHADWICK SOUTH TO NILES.
Niles, 4 miles north of; 140 feet west of crossroads, primary traverse iron post

stamped ‘936 ADJ 1903” Station No. 33 ........... cece ee eee 936.471
WARREN ALONG HIGHWAY EAST TO BROOKFIELD, gai, AND SHARON, Penn-
SYLVANIA,

Vienna, 1.5 miles west of; in north face of stone post at top of hill on north

side of road, aluminum tablet stamped “1140 ADJ 1903”........... 1140.64]
Vienna, 1.5 miles east of; Brookfield, 3.5 miles west of; southeast corner of

house, east face, at northwest corner of crossroads, aluminum tablet

stamped. “1180 ADJ 1908? 03 cc: certs cases rom er eega ge wade bog ews 1180.529
Vienna, 1.5 miles cast of; 3.5 miles west of Brookfield, primary traverse sta-

tion No. 41, inside of fence at southwest corner of crossroads, iron post

stamped “1173 ADJ 1908". o.24.c0; 08) pose bese @hent weegn buyen sas 1172.773
Brookfield, 0.02 mile south of crossroads, in east face of southcast corner of
Christian Church, aluminum tablet stamped ‘11170 ADJ 1903”....... 1170, 660

BROOKFIELD ALONG HIGHWAY SOUTH TO HvusBarp, THENCE WEST TO GIRARD,

Hubbard, north part of, 1,200 feet south of Lake Shore and Michigan Southern
Railroad, 110 feet south of crossroads, in west wing, north abutment,
small iron bridge (highway), aluminum tablet stamped ‘928 ADJ 1903” 928.360

Churchill, 2 miles east of Girard; in north face of foundation of M. Is. Church,
aluminum tablet stamped ‘'1080 ADJ 1903”... ......0.5. 5... e eee eee 1079 .627

Girard, in east end of east wing wall, abutment highway bridge, over Mahon-
ing River at B. & O, station; aluminum tablet stamped “861 ADJ 1903” 861.126

JIAZELTON ALONG HIGHWAY EAST TO COITSVILLE, THENCE SOUTH TO STRUTHERS.

Hazelton, at Andrews crossing and B, & O. right of way, on top course of north ~
wing wall of east abutment of bridge No. a4, aluminum tablet stamped

MSBT ADDS VOOR? ic torus Sai eahn Raves MeN ERTS AR eS oe Res Nad BUSS NS 836.451
Coitsville, crossroads, in south wing wall, east ice small iron bridge,
aluminum tablet stamped ‘1068 ADJ 1903”... 2.0.6... . cece eee 1066 943

Av LoweE.ivitLe. Set rrom B. & O. R. R. Bencu Marx 371.

Lowellville, in north retaining wall of dam across Mahoning River aluminum
tablet stamped 813 ADJ 1903” ............ 00 eee eee eee 812.830

YOUNGSTOWN ALONG HIGHWAY SOUTHWEST TO CORNERSBURG, THENCE SOUTH
TO BoARDMAN, THENCE EAST TO POLAND, THENCE NORTHEAST TO
STRUTHERS.

Youngstown, opposite Ohio Steel Works, in west wing wall; north abutment

highway bridge across Mahoning River, aluminum tablet stamped

“S5D-AT 1908" eke oec core sabes ewes Oaed be bed Owes Be pew ae Ra 853 .031
Cornersburg, 1050 feet south of; in west wing wall, north abutment, iron

bridge over Coak Creck, aluminum tablet stamped “1037 ADJ 1903”. 1037.445
Boardman, 1.6 miles west of; south end of bridge seat, west abutment, small

iron highway bridge over Mill Creek, aluminum tablet stamped “997

ADJ W908? 2 35 4 oe oe RES OE REG lees BH RY EE RK ano mae Sao ee 997 .683

Poland, in north end, west retaining wall at highway bridge over Yellow
Creek, aluminum tablet stamped “1016 ADJ 1903” ................ 1015 .959
TOPOGRAPHIC SURVEY. 455

COLUMBIANA AND LISBON QUADRANGLES,
(Columbiana and Mahoning Counties. )

The elevations in the following list are based upon the 1907 adjust-
ment of precise leveling, the work being controlled principally by
vheecked leveling of the Pittsburg, Ft. Wayne and Chicago Railroad
crossing these quadrangles and a precise level line of the U. 8. Coast and
Geodetic Survey crossing the northwest quarter of Lisbon quadrangle.

The leveling was done in 1906 under the direction of Mr. D. C. Har-
vison, topographer, by H. W. Peabody, levelman.

The connections on Lisbon quadrangle to the precise lines were
made in 1907 by Mr. R. C. Seitz, levelman, under Mr. J. II. Jennings,
geographer.

The hench inarks are stamped with figures of elevation and year.

COLUMBIANA QUADRANGLE.

CALLA FAST ALONG HIGHWAY TO NEW MIDDLETOWN, THENCE SOUTH VIA

PetersrurG To Hast PALESTINE.

FRET,

Paradise Reformed Church, 3.5 miles east of Calla, in east face of northeast

corner of church, at southwest corner of crossroads, aluminum tablet

stamped, “W165; VO0G" o2 case aie wd ek gape ep See ope gates gualwesesiagen 1164..308
Calla, 6.5 miles east of; 70 feet cast of Youngstown and Southern Electric

R. R., in wing wall at southwest corner of small iron bridge, aluminum

tablet.stamped 1133” s.¢c seeks cea Ab eds ERS Tost eka Pa ees 1132.985
New Middletown, 3 miles northwest of; at southeast corner of small iron

bridge over branch of Yellow Creek, in wing wall, aluminum tablet

stamped ‘1068”..... scaling SWART A Stet 2 gb. Sarna eee Atha aI I 1068 .023
New Middletown, in west face of northwest corner of school building at south-

east corner of road forks at south edge of village, aluminum tablet

SCAMMER LA ite casa. aii ig bagasse calls mg: Beatle Gk agrede nn 8 eH Sek Atle nue ere GAG 1256. 347
Petersburg, in east face of southeast corner of Presbyterian Church, aluminum

tabletestampeéd. “L105? wes wegeameces Abbe g HE Eea Gee ENG HERG DESH 1114.685
Petersburg, in west part of village at road forks, on stone step to Methodist

Gliarchiy chisel miarki, detciw iso wugg be ddon dosed tun Bae nom geese d Bnei auemaens 1137.91
Unity, 500 feet west of northwest corner of main crossroads, 10 feet from

southwest corner of Methodist Church, in west face, aluminum tablet

stamped “1216, 1006 22 deine nme ee ce ate Ge paw ae kena rene ama a es 1215 565
East Palestine, in north face of northwest corner of public school building on

School Street, aluminum tablet stamped ‘1027, 1906”.............. 1026 .537
Pittsburg, 48.8 miles west of; southeast corner of southeast pier to coal tipple

At State LANG: 4 i dark sod bce a pt aeodsihannaed Samee ke mangoes bane Ee eae bs 1033 .498

PETERSBURG WESTERLY VIA COLUMBIANA TO WASHINGTONVILLE.

New Springfield, 360 feet east of main crossroads, in center of north face of

public school building, in watertable, aluminum tablet stamped

1213 1006” Kawau gee y ee eee ata De er oSaravae seeniagwe Meese se 1213.099
Columbiana, 2.5 miles northeast of; on northwest corner of T road to west, in

east face of southeast corner of Henry Candel’s dwelling, aluminum

tablet stamped ‘11143, 1906”........ 0000.0. eee ae 1142 .866
Columbiana, southeast corner of Main and Pittsburg Streets, in north face of

northwest corner of M. E. Church, aluminum tablet stamped ‘1138,

WOOLY se sees aS cee = gle Baa ea Are Save WAS gen ei Soe adeeb fee Tote 1137.978
456 ‘ PROGRESS REPORT

Columbiana, 2.0 miles north by 1 mile west of; southwest corner of cross-
roads, in east face of northeast corner of Germantown schoolhouse,
aluminum tablet stamped “1175, 1906” ........... 000. c ee eee eens

CoLUMBIANA SOUTH TO NEAR T’aAIRVIEW SCHOOLHOUSE, THENCE EAST TO NEW
WATERFORD.

Columbiana southwest corner of door sill of station; 59.61 miles west of
Pittsburg, P. Ft. W.&C. R.R. BLM... eee
Middleton (Mosk P. O.), about 500 feet north of main crossroads, in south
face of southeast corner of schoolhouse, aluminum tablet stamped
WTO, AMG os, ct icy 040 4s dace nee ada bee De ea CARI peters
New Waterford, in north face of northwest corner of public school building,
aluminum tablet stamped “1053, 1906” ...... 0... eee eee eee
New Waterford, northeast corner of north coping of bridge, P,.R. R. B.M.

East PALESTINE SOUTH ALONG HIGHWAY TO NEGLEY, THENCE WESTERLY
AND SOUTHWEST TO ELKTON.

Negley, 0.5 mile west of station; in bridge seat at northeast corner of P. L. &
W. R. R. bridge over Leslie’s Run, aluminum tablet stamped ‘847,
1QOG” sortase ectoaisae mine oe wee een anes uacae aes aa ver Cel pide ees

Mill Rock, 2.2 miles west of Negley, at southeast corner of railway road cross-
ing, at northwest corner of stone mill, aluminum tablet stamped ‘928
TOG” od acdsee sail aod ehh be slop HGhe ra upeh terse Beallaue sac thea. aus dbivvds Sadek eseetauie Yet

Signal, 0.25 mile east of; in bridge seat at south corner of bridge over public
road, aluminum tablet stamped ‘1069, 1906” ................0204.

Elkton, Ohio, in bridge over Elk Run, last stone in northwest abutment,
aluminum tablet stamped “898 STBNVL”.......000.0.0....0.0005.

ELKTON NORTH TO NEAR |’ainvirw ScHOOLHOUSE.

Elkton, 2.0 miles north by 0.5 mile east of; in center of southeast face of
church, aluminum tablet stamped “1153, 1906” .................0.
Fairview Schoolhouse, +.0 miles south of Columbiana, in east face of south-
east corner, aluminum tablet stamped “1286, 1906"................

LISBON QUADRANGLE,

CANFIELD SOUTH ALONG HIGHWAY TO LEETONIA.

Calla station, 0.5 mile cast of; 4 miles south:of Canfield, at southeast corner
of crossroads, T. 16 N., R. 3 W., northwest corner sec. 12, in west face
of northwest corner of brick schoolhouse, aluminum tablet stamped
“V1B5, WIG ccc ccc ccc cere v eevee eeeeeievveetreenen

Locust Grove, T. 16 N., R. 3 W., northeast corner sec. 23, 1.5 miles east of
Greenford, 6 miles south of Canfield, southwest corner of crossroads,
in east face of northeast corner of Locust Grove schoolhouse, alu-
minum tablet stamped ‘1236, 1906” ............. 0-00. cece eee

Beruin CENTER SOUTH TO SNODES.
T. 18 N., R. 5 W., sec. 11, northeast corner of; Snodes, 1 mile north of; in

cast face of northeast corner of Peru schoolhouse, aluminum tablet
Stamped: “L112. WOOO! ns gc‘ saeicanie sagatla dso hana cate gh peau Ree ae ga AN

SNODES EAST TO CALLA.

T. 17 N., R. 4 W., sec. 4, southeast corner of; Patmos schoolhouse 0.5 mile
west of Patmos crossroads, in south face of southeast corner of school-
house, aluminum tablet stamped “1227, 1906” ................00.04

Concord Church, Hickory Corners, T. 16 N., R. 3 W., northwest corner sec. 7,
at southeast corner of crossroads, in west face of northwest corner of
church, aluminum tablet stamped “1083, 1906” .................05

LEETONIA SOUTH ALONG HIGHWAY AND Eri Rartroap To Lisson.

Franklin Square P. O., Leetonia, 2.5 miles southwest of; T. 15 N., R. 3 W.,
sec. 22, northeast corner of; 400 feet east of crossroads, in north face
of northeast corner of M. E. Church, aluminum tablet stamped ‘1066,
A OUVG PS vg Fa atecres cok h ry poe ati mengetesececeeg AMES ator ect. cr ekebeeisina ad Ben AU ng seks a a eat te tena

FEET.

1174.

1116.

1261

1052.
1057.

846.

927

1068.

4
897.

1152.

1285.

1184.

1236.

1111.

1226.

1082.

762

79

885

770
055

555

873

310

694

492

460

873

205

561

.981
 

TOPOGRAPIIIC SURVEY.

Teegarden, T. 15 N., R. 3 W., sec. 32, east center of; in bridge seat at south-
west corner of small iron bridge over branch near covered bridge,
aluminum tablet stamped “991, 1906” ........ 0.6.0.0 cece eee eee

T. 14.N., R. 3 W., sec. 9, southwest corner of; 3 miles northwest of Lisbon;
0.5 mile south of Colman station, at southeast corner of bridge seat,
aluminum tablet stamped “965, 1906” ....... 0... cece eee eee ee

Lisbon, in north face of northeast corner of courthouse, bronze tablet stamped
LOGS: SAL BIN Vigo sascha sr aaey e-acins aot guetta Raton ena AEE pom a Ween eld nes

Lisbon, T. 14 N., R. 3 W., sec. 14, south center of; diagonally opposite court-

house, iron post stamped ‘Prim. Trav. Sta. No. 45” 2.00.2... eee.

FRANKLIN SQUARE WEST ALONG HIGHWAY TO WESTVILLE, THENCE NORTH
to SNODES.

Salem, T. 16 N., R. 4 W., sec. 1, northeast corner, 200 feet east of Penna.
R. R. and on south side of Main Street, in south face of southeast corner
of Salem Water Company pump house, aluminum tablet stamped
SL TGOL L906? 2 sata nt se tan ee ee ne meee oe Uae Gareed s MOREE Ege Ses

Salem, 3 miles west of; T. 16 N., R. 4 W., sec. 3, northwest corner of; 2 miles
east of Damascus, south side of road, in west face of northwest corner
of L. K. Lightfoot’s yellow brick house, aluminum tablet stamped
DAT L90G? cic 5 ces cee PRE REA Es GO RE RRA SHE ES REST wae eS

Damascus, T. 17 N., R. 4 W., southwest corner sec. 32, 2 squares northwest
of main crossroads, in west face of southwest corner of school building,
aluminum tablet stamped “1220, 1906” ....................00000-

Westville, 2 miles west of Damascus; 150 feet north of crossroads and on
east side of road, T. 18 N., R. 5 W., sec. 36, southwest corner, iron
post stamped “Prim. Trav. Sta. No. 49” 2.0... ...00.....00 0000000.

Beloit, 0.5 mile east of; northwest corner of cover stone on box culvert, P.
Pe. Wite GRR. BeMeses sss ae nse scat s gosh eae oes be Re ee

T.18N., R. 5 W., sec. 24, northwest corner of; 1.5 miles north of Beloit, 1.25
miles south of Snodes station, in west face of northwest corner of
Beech Ridge schoolhouse, aluminum tablet stamped “1165, 1906”...

CoLEMAN STATION WEST ALONG HIGHWAY TO NEW ALEXANDER.

Guilford (Buck P. O.), T. 15 N., R. 4 W., sec. 12, center of; 8 miles south of
Salem, at west edge of village, in bridge seat at southeast corner of
small iron bridge over stream, aluminum tablet stamped ‘1116, 1906”

New Garden, Ohio, T. 15 N., R. 4 W., sec. 9, center of; 700 feet west of main
crossroads, and on south side of road, in west face of northwest corner
of Christian Church, aluminum tablet stamped ‘1271, 1906” ........

New Alexander, T. 16 N., R. 5 W., sec. 11, southeast corner of; 500 feet west by
400 feet south of main crossroads, in west face of northwest corner of
Bible Christian Church, aluminum tablet stamped ‘11326, 1906”.....

Bridgewater, T. 17 N., R. 5 W., sec. 36, northwest corner of; 1 mile south of
North Georgetown, 200 feet south of crossroads, in bridge seat at north-

west corner of small iron bridge, aluminum tablet stamped “1132, 1906” 1130.

Mill School, T. 17 N., R. 5 W., sec. 14, southeast corner of; east face of south-
east corner of school, aluminum tablet stamped ‘1110, 1906”.......

457

FEET,

990.

964.
967.
967.

1168.

1246.

1219.

1142.

1143.

1163

1114.

1270.

1324,

Ne]
D
or

499

413

967

225

064

315

530

884

61+

808

937

426
458 PROGRESS REPORT

ALLIANCE QUADRANGLE,
(Columbiana and Stark Counties. )

The elevations in the following list are based upon the 1907 adjust-
ment and controlled principally hy checked leveling of the Pittsburg,
It. Wayne and Chicago Railroad and precise leveling of the U. S. Coast
and Geodetic Survey within this area.

The leveling was done in 1907 under Mr. J. H. Jennings by Mr. R.
C. Seitz, levelman.

The standard bench marks are stamped with figures of elevation.

ALLIANCE QUADRANGLE.

ALLIANCE NORTHWEST ALONG RaILroap 1.4 MILES, THENCE WEST AND NORTII
ALONG HIGHWAY TO New BaLtrmore.

FEET.
Alliance, Keplinger Hotel Building; north face, base stone at northwest corner,
aluminum tablet stamped 1106”........ 0.00.00. c ccc ee eee 1105.001
Crossing Pennsylvania Railroad and L. FE. A. & W. Railroad, top of rail... . 1091.7
Crossing L. E. A. & W. Railroad and C. & P. Railroad, top of rail......... 1074 @
Marlboro, 3.15 miles east by 0.25 mile south of; about 200 feet west of T. road
south, east abutment, south bridge seat of small iron bridge, aluminum
tablet stamped MMI a rpdie se ek ae cen oe ees soe 1040 .663
Marlboro, crossroads; stone building in southwest corner of; in northeast. cor-
ner of foundation, aluminum tablet stamped VTS cee eee 117+.306

ALLIANCE NORTHEAST ALONG RAILROAD, THENCE NORTH ALONG HIGHWAY TO
DEERFIELD.

Deerfield, 3.5 miles south of; 1250 fect north of L. I. A. & W. R. R., west wing
wall, north abutment, small iron bridge, aluminum tablet stamped :
15 RR SARA IIs ey REELS COENEN IES 1062.728

ALLIANCE SOUTH ALONG CLEVELAND AND Prrrsnurnc R. R. tro Movirrin
STATION AND 1.4 MILES SOUTH OF, THENCE WAST ALONG HIGHWAY TO
New ALEXANDRIA.

Alliance, 1.81 miles south of; along C. & P. right of way, highway crossing,

500 feet south of; culvert, south abutment east wing wall, coping

stone, aluminum tablet stamped ULV say ace de aed esas eyes Sik bs 1115.001
Homeworth, in front of station; top of rail... 0... ..00 0000.00 1154.3
Homeworth, 450 feet south of station; Cleveland and Pittsburg bridge No.

22, south abutment, east wing wall, aluminum tablet stamped “1147” 1146.665
Homeworth, 1.61 miles south of; 75 feet north of highway crossing, south

abutment of Cleveland and Pittsburg bridge No. 23, east-end, coping

stone, aluminum tablet stamped “1112”. ....:................00.. 1111.753
Moultrie, in front of station; top of rail... 0.6... eee eee 1099.8
Moultrie, 1.42 miles south of; 1.90 miles north of Bayard Junction; small

iron highway bridge 360 feet east of Cleveland and Pittsburg R. R.,

west abutment, north bridge seat, aluminum tablet stamped *1986) 1085.734
New Chambersburg, Union Church, in northeast corner foundation, north

face, aluminum tablet stamped “12567... 0.00.00... eee 1255. 338

Irom Bripce 68 rast or LouIsviLLE SOUTHEAST ALONG HIGHWAY TO I’REE-
BURG, THENCE SOUTH ALONG RAILROAD AND EAST ALONG HIGHWAY TO
MOouL?RIE STATION.

Alliance, 9.90 miles west of; 93 miles west of Pittsburg, northwest corner of
east abutment bridge 68) PL Eth. WaG GR. RR. Be Moa cescawed en 1131. 642
 

TOPOGRAPHIC SURVEY. 459

FEET,

Freeburg station, 0.10 mile west of; small bridge west abutment, south wing

wall, aluminum tablet stamped “11967. ........000. 000. eee eee 1195.721
Freeburg, in front of L. E. A. & W. R. R. station; top of rail ............. 1203.1
Paris, 580 feet east of station; on public highway, stone culvert, south abut-

ment, west end of coping, aluminum tablet stamped 1150” ........ 1149.780
Paris, in front of station; top of rail... 20... 6. eee ee eee 1190.7
Paris, 1.80 miles south of station; Mt. Pleasant, District No. 7, school build-

ing, south face, watertable, aluminum tablet stamped “1103.8” ....1103.435

Moultrie, 1.8 miles west by 1.5 miles south of; northeast corner of crossroads,
brick schoolhouse, south face, southwest corner, aluminum tablet — ,
staniped “121 os waaas cana eee ys de Sheds wma ace ee eae So ++. 1210.998
460 PROGRESS REPORT

CANAL DOVER, CANTON, MASSTLLON, NAVARRE AND WOOSTER QUADRANGLES.
(Stark, Summit, Tuscarawas and Wayne Counties.)

The elevations in the following lst are based upon the latest adjust-
ment. For additional elevations in this area refer to line Cleveland to
Canton of the Geological Survey, which, with levels of the Baltimore and
Ohio Railroad, and Pittsburg, Ft. Wayne and Chicago Railway, form
the main control. In the 1907 adjustment of precise levels the 1903 ad-
justed elevations on the Cleveland-Canton line are retained, but the
adjustment of the railroad lines made necessary a readjustment of the
primary net.

The leveling was-done in 1901 under the direction of Mr. Hersey
Munroe, topographer, by Mr. James B. Maguire, levelman, except a por-
tion on Canal Dover quadrangle which was done in 1901 under Mr. W.
T. Griswold, topographer, by Mr. J. H. Wetzel, levelman.

All standard bench marks set by Mr. Maguire are stamped with
the letters ‘*Canton,’’ and those by Wetzel ‘“STBNVH,’’ in addition to
the fieures of elevation. Those stamped ‘CANTON’? are stamped, in
most cases, one foot too high. ’

CANTON QUADRANGLE,

PRET.

Canton, bridge No. 76, Pittsburg, 't. Wayne and Chicago Railway; railroad

bench: matkos «sowie vie 6 9.y 8nd Hee EEE HO Le BMIRE ORbae BREA EwSy 1037 .695
Canton, bridge No. 77, Pittsburg, It. Wayne and Chicago Railway; east

abutment of, northwest corner, railway bench mark................ 1029.160
Canton, Stark County courthouse; southeast corner of, 4.5 feet above ground,

bronze tablet stamped “1062 CANTON” ....0....0..0.0 0000 eee 1061529
LovutsvILLE SOUTH AND WEST ALONG HIGHWAY VIA Osnapura To Norri

Inpustry.

Louisville, 0.22 mile west of station; bridge No. 69, Pittsburg, It. Wayne
and Chicago Railway over branch of Nimishillen Creek, east abut-
ment, northwest corner of, bronze tablet stamped “1097 CANTON”. 1097.190
Osnaburg, 340 feet north of Wheeling and Lake Erie Railway crossing, at
Market Street; 225 feet south of Liberty and 125 feet north of Walnut
Street, culvert, in center of east wall of, bronze tablet stamped “1146
CANTON vc cukit sie gant a igearadeal awrocc Atak s gard Wr fetid wie ania Red So muntN Gee tds 1146. 222

Myrrsvitte (Lake P. O.) ALONG HIGHWAY EAST TO HARTVILLE, AND THENCE
SOUTH ALONG WHEELING AND LAKE ERIE RAILROAD TO CANTON.

Hartville, on north side of station; east window sill, on west end.......... 1164.51
Middlebranch, Wheeling and Lake Erie Railroad station; on west side of
waiting room, on north end of door sill ............ 0.0.0.0 e eee 1117.45

HARTVILLE NORTH AND EAST ALONG HIGHWAY, TO NEW BALTIMORE AND
RETURN, SOUTH AND WEST TO HARTVILLE.

New Baltimore, 0.75 mile south of; on road from New Baltimore to Louis-
ville, bridge over branch of Deer Creek, on northeast corner of south
abutment, bronze tablet stamped “1130 CANTON”................ 1129 668
(The above bench mark is reported as destroyed.)
TOPOGRAPHIC SURVEY. 461

Point 1.2 MILES souTH or MippLE BrancH ALONG BERLIN-LOUISVILLE AND
New Battimorg-LovisvitLte Roaps To LovIsvILLe.

- FEET.
Louisville, highway bridge over branch of Nimishillen Creek, 800 feet north

of Pittsburg, Ft. Wayne and Chicago Railroad, on northeast corner of

west wing wall of south abutment, temporary bench mark ......... 1106.84

MASSILLON QUADRANGLE,

New Bertin 2.5 MILES SOUTH OF, SOUTHWEST ALONG HIGHWAY TO MassiLon.

Massillon, City Park, northwest corner of; on stone, bronze tablet stamped
Mai MINTO ote eee eke tic yan lGn joes anaes pcan 950.275

MEYERSVILLE SOUTHWEST AND SOUTH ALONG HIGHWAY VIA NIMISILA CREEK
AND CANAL FuLron To MASSILLON.

Nimisila, northeast corner of crossroads, on south wall surrounding Henry
Dailey’s house, in coping stone, bronze tablet stamped ‘1112 CAN-

EOIN rs cng stan ar meh gite sas Ga ohh wenden add g Gon wlce gma adie deg erage ae: whores 1111 .259
Canal Fulton, stone highway bridge over Tuscarawas River, in center of
north wall of, bronze tablet stamped ‘954 CANTON 1901”......... 953.344
ieee WEST ALONG HIGHWAY TO DALTON, THENCE NORTH TO BURTON
TY.
Dalton, Central Hotel on Main St., on east line of, 1 foot inside of curb line,
on stone, bronze tablet stamped “1102 CANTON”................. 1101 .322

Burton Ciry NORTH ALONG HIGHWAY VIA MARSHALLVILLE To Easton,
THENCE WEST TO STERLING.

Marshallville, northeast corner of crossroads at Union Hotel, set in brown
stone post, bronze tablet stamped “1123 CANTON” ............... 1122.479
Easton, 400 feet east of Baltimore and Ohio Railroad; on road to Warwick,
400 feet east of its intersection with road to Doylestown, in southeast
corner of west abutment of bridge, bronze tablet stamped ‘958
CANTON? oy ssine Maree ins daw kaes Ot dy Aa noe ee sea ena ge als 957 .783

WOOSTER QUADRANGLE.

STERLING WEST AND SOUTH ALONG HIGHWAY VIA CANAAN TO WOOSTER.

Sterling, 0.75 mile east of Erie station; southwest corner of east abutment

of Erie Railroad bridge over creek, in bridge seat, bronze tablet

stamped “964 CANTON” 1.00.00... cee e tec eenee eens 963.679
Canaan, 400 feet west of crossroads; on road from Canaan to Congress, in

southeast corner of west abutment of highway bridge, bronze tablet

stamped “1054. CANTON” sis bees Midae gh ese dn ar dese Seh ee mes 1053 .526
Madisonburg, 0.5 mile-west of; at crossroads intersection, set in east wall of

culvert, bronze tablet stamped “1109 CANTON” 2c: c¥2 45 aes ous 1108 .345
Wooster University, on south side of observatory of, in watertable, aluminum

tablet stamped ‘1084 CANTON”. .... 0... cece cece eens 1083 .611

Between Burton Crry anp Wooster Spur Teena rrom Pirrsspure, Fort
Wayne AND Cuicaco RatLroaD Brencn Marks.

Weilersville, 1 mile east of; on the Pittsburg, Ft. Wayne and Chicago Rail-
road, on northeast corner of box culvert, R. R. Co.’s B.M......... 1071.326

Smithville, 1 mile southeast of; 0.8 mile north of Pittsburg, F't. Wayne and
Chicago Railroad, highway bridge, on southeast corner of north abut-

ment, bronze tablet stamped “1038 CANTON”...........-...+004 1037 .855
- Orrville, 1.75 miles west of; on the Pittsburg, Fort Wayne and Chicago Rail-
road, east abutment of culvert, northwest corner.................04 1038 .287

East Union, 700 feet east of Cleveland, Akron and Canton Railroad crossing,
highway bridge over creek on State road on southwest corner of east
abutment, bronze tablet stamped “1074 CANTON”................ 1073 .149
462 PROGRESS REPORT

‘ FEET.
Orrville, Pittsburg, Fort Wayne and Chicago Railroad station, gentlemen’s

waiting room, east cnd of north door sill, R. R. B.M..... desea 1059 .594
Orrville, town hall; at front entrance, in watertable, aluminum tablet stamped

“VOG6 CANTON sisceiao 9 a-3558 Gee ite Sie a eee Satie ine Shain Mia esi Ponda 1064.963:

NAVARRE QUADRANGLE.

MAsSsILLON SOUTH ALONG WHEELING ANR Lake [rte RAILROAD TO POINT

2.5 MILES SOUTH OF NAVARRE.
Navarre, 0.7 mile north of station; in east end of north abutment of Wheeling

and Lake Erie R. R. bridge No. 142 A, on Toledo Division, bronze

tablet: stamped “916 CANTON”. .2..22:.s0ccct seen sd eneeen sees 915.447
Navarre, at road crossing, top of rail... 0... eee 921.2

Navarre, 2.5 miles south of; on west end of pier of highway bridge over the
Tuscarawas River, chisel mark .......... 00.0.0. ccc cee eee 915.65
TOVPOGRAPILIC SURVEY, < 463

MEDINA, NEW LONDON AND WELLINGTON QUADRANGLES.
(Ashland, Huron, Medina and Lorain Counties.)

The clevations in the following list are based upon 1907 adjustment
and are controlled principally by precise leveling of the B. & O. R. RK.
and Coast and Geodetic Survey.

The leveling on the Medina quadrangle was done partly in 1901
under Mr. Hersey Munroe, topographer, by Mr. J. B. Maguire, levelman,
and partly in 1904 under Mr. W. N. Morrill, topographer, by Messrs. E.
J. Shea and C. R. Harvey, levelmen, and completed in 1905 under My.
M. Hackett, topographer, by Mr. G. M. Dimmick, levelman; that on the
Wellington quadrangle was done mostly in 1904 under the direction of
Mr. W. N. Morrill by Mr. C. R. Harvey, and the remainder of the work
on Wellington and the work on New London quadrangles was done in
1905 under Mr. Hackett by Mr. Dimmick.

The standard bench marks on Medina and Wellington quadrangles
are stamped ‘‘CANTON”?’ and those on New London quadrangle ‘‘ ADJ
1903,’’ all in addition to figures of elevation, which in most cases differ
more than 0.5 foot from the latest adjusted values.

MEDINA QUADRANGLE.

SEVILLE WEST ALONG HIGHWAY TO LopI.-
FEET.

Seville, southeast abutment of highway bridge over Chippewa ditch; aluminum

tablet stamped “988 CANTON”.......0 0... c cece eects 988.478
Seville, 5.75 miles west of; in nortwest corner of northeast abutment pane

in iron girder bridge, aluminum tablet stamped “997 CANTON” . 997.543

STERLING NORTHWEST ALONG CLEVELAND, LoRAIN AND WHEELING RalLway
TO GRAFTON.

Seville, 350 feet north of station; Cleveland, Lorain and Wheeling Railway
bridge over creek, in northwest corner of south abutment, bronze
tablet stamped ‘988 CANTON”... 0... eee 986.368

(The above is to be destroyed; see top of this list for new B. M.)

Chippewa Lake station, 2000 feet north of; on the Cleveland, Lorain and
Wheeling Railway, in south wing wall of west wall of culvert, bronze

tablet stamped “1036 CANTON”..........0..00050 000 c cece eee 1035.713
Medina County courthouse, in northwest corner, in watertable, aluminum
tablet stamped 100s CANTON o. 74 s.nerss axis wveasee casuntaeec 1092.134

Lester, 1150 feet east of; on road running east from, west abutment, of high-
way bridge, over Mallet Creek, northwest corner of, aluminum tablet
stamped. “934° CANTON ” ccs cares 4 agnhitis seep deed ela sioncerds Gomecnunrsnn ye 933 .620

BENNETTS CORNERS ALONG HIGHWAY SOUTH TO WADSWORTH. .

Sherman Corners, northwest corner of crossroads, in foundation stone, east

side, southeast corner of brick house, of Dell Sherman, aluminum tab-

letstamped’“1202 CANTON” ....0ccocesancos tesa eedewme eae de we 1203 .457
Weymouth, 0.7 mile north of; in east side of northeast corner of iron girder

bridge, over Plum Creek, aluminum tablet stamped ‘1032 CANTON” 1032.962
Windfall, in northeast corner of schoolhouse steps, northwest corner of cross-

roads, aluminum tablet stamped “1195 CANTON” ................ 1195 .822
464 PROGRESS REPORT

FEET,
Boneta, 1 mile south of; in south side, southeast corner of schoolhouse, foun- -
dation, aluminum tablet stamped 1108 CANTON” ............... 1109.358

Lester NoRTH TO LIVERPOOL, THENCE EAST TO SHERMANS CORNERS.
Liverpool, in east side, of main entrance of Lutheran Church, bronze tablet
stamped “Prim. Tray. Sta. No. 62 814” 2.00... eee 814.819
Brunswick, in cornerstone, northwest corner of west front of Methodist
Church, aluminum tablet stamped “1178 CANTON” .............. 1179.092
SEVILLE EAST ALONG HIGHWAY TO WADSWORTH.

Seville, 4.75 miles east of; in bridge over “The River Styx” on abutment
stone, at southwest corner, aluminum tablet stamped “966 CANTON” 964.836

WELLINGTON QUADRANGLE,

BEeLDEN ALONG HIGHWAY soUTH To Lop.
Litchfield, 300 feet south of square, in east wall of public schoolhouse, alu-

minum tablet stamped “1010 CANTON” 2.0.0... eee eee 1010.009
Chatham, in northeast corner of foundation of Academy Hall, public school,

bronze tablet stamped ‘‘Prim. Trav. Sta. No. 23 A 1094”........... 1094. 469

LopI WEST ALONG BALTIMORE AND OHIO RAILROAD AND HIGHWAY TO SUL-
LIVAN,

(An error of 0. ee foot between Lodi and Sullivan developed by B. & O. and
U.S. C. & G.S. precise levels is thrown between Homerville and Sul-
livan. The elevations at Esselburn Corners, 1 mile east of, and Homer-
ville being by unadjusted line from Lodi.)

Lodi, at northeast corner of Taylor Inn, in stone step, bronze tablet stamped

“Prim, Travs Sta: No.4; 927 501208 caw ny $44 WR Cea ae hae SheR eae Pe 927.406
Esselburn Corners, 1 mile east of; in north side of northeast corner - of stone

culvert, bronze tablet stamped 946 CANTON”. ........ 0.000 c eee 946.380
Homerville, 400 feet north of square, in foundation of private residence,

bronze tablet stamped “1083 CANTON” .............. 0.0000 e eee 1083 .843

Sullivan, in southwest corner of schoolhouse, bronze tablet stamped ‘Prim.
Pravsy 1136: CANTON? ie wucats cueailan ag giawhsatginend ues wid dhe nges wut ahead 1137 .443

SULLIVAN NORTH ALONG HIGHWAY TO WELLINGTON, THENCE NORTHEAST
ALONG CLEVELAND, CINCINNATI, CHtcaGo AND St. Lours RarbRoap
AND HIGHWAY TO BELDEN.

(This line is checked to Wellington by New London levels, but 1 foot error
between Wellington and Belden is locally adjusted south of La Grange.)
Sullivan, 3 miles north of; 0.25 mile north of crossroads, east side of road, in
stone culvert, in top of, bronze tablet stamped “1054 CANTON”’.... 1055.393

Wellington, 3.75 miles south of; west side of road, 200 feet south of T. road

west, top of stone culvert, bronze tablet stamped “928 CANTON”,.. 929.307
Wellington, in north side of Herrick Public Library; in stone foundation,
bronze tablet stamped “859 CANTON” ..... 0... 0. cece eee eee 860.308

LaGrange, in brick wall public hall facing Soldiers’ Monument, bronze tablet
stamped ‘825 CANTON” (The elevation of this may be 1 foot greater

than ven). ns dvs yhaae ae cag ee gen oad be ERED EE Gans HO Lea SENOS 825.167
Belden, Cleveland, Lorain and Wheeling Railway bridge over highway, . in
northwest corner of, bronze tablet stamped “874 CANTON”........ 873.770

NEW LONDON QUADRANGLE,

WAKEMAN SOUTH ALONG HIGHWAY VIA CLARKSFINID AND New Lonpon To
HEREFORD.

Wakeman, 1.5 miles south of; T. 4 N., R. 20 W., in foundation wall of resi-
dence of Mason Sheldon, south end of east face, aluminum tablet
Stamped. “S76 ADE 1908! wns cpm dae suid seme, odie Kanga Seraaye dees 876.691
Clarksfield, T. 3 N., R. 20 W., west end of north face of stone schoolhouse,
aluminum tablet stamped 909 ADJ 190387 0... cece cee eee ee 909.834
TOPOGRAPIIG SURVEY. 465

FEET,
T.3N., R. 20 W., 5.2 miles southwest of Clarksfield, in top of bridge seat of
highway bridge over Vermillion River, north end east abutment,
aluminum tablet stamped ‘901 ADJ 1903” .............0 000. e ee 901.139
T. 3.N., R. 20 W., 3.81 miles south of Clarksfield, at 4 corners south end of
east face, in water table of brick church, aluminum tablet stamped
HOGA AD T9038)? aria ante S teat 4 os alread ae mea 5 lalallala tigen A a Real 934.692
New London, T. 2 N., R. 20 W., in center of north face of foundation wall of
Methodist Church, aluminum tablet stamped‘‘991 ADJ 1903”....... 992.055
Hereford, B. & O. B.M. No. 490, railroad bridge No. 800, west of station;
north end, east abutment, copper bolt................. 0.0 eee eee 1014.894
New London EAST ALONG HIGHWAY TO POINT 3 MILES NORTH OF SULLIVAN.
T.2.N., R. 19 W., 6.0 miles east of New London, 200 feet east of crossroads,
in top of south end of east abutment of highway bridge over small
_ creek, aluminum tablet stamped “974 ADJ 1903” ................. 974.647
Vrom B. M. 6 mites cast oF New LONDON NORTH ALONG HIGHWAY TO KIPron.
Rochester, T. 2 N., R. 19 W., in foundation wall of store of D. B. Swift, alum-
inum tablet stamped ‘934 ADJ 1903”.......0..0.00..00 0.000.000. 934.385
Brighton, T. 3 N., R. 19 W., 3.29 miles north of Rochester; in south end of west
face of town hall, watertable, aluminum tablet stamped “906 ADJ

DOO sescttln wotestecice ear dese ease a etidy ant eahaFecsin Bieeric he 2 eu BURLSUS Bese aoe a He 906.519
l'. 4.N., R. 19 W., 4.66 miles north of Brighton, in foundation wall of Baptist -

Church, at 4 corners, north end of east face, aluminum tablet stamped

SPL ADT O08? cs asi cuiyce to sucitele dent's dahil core criowal 4h 2 were Ghlneeriage e waeeel an he 871.513

COLLINS SOUTH ALONG HIGHWAY AND EAST ALONG RAILROAD TO CLARKSFIELD.
T. 4.N., R. 21 W., 2.6 miles south of Collins, in foundation wall of residence

of William Dabon, center of west face, aluminum tablet stamped

OB TNO. oe ssteocoaa toss cza as see os cece eu ai SG Bios ad outta Meade hots 937.536
Near Coulins SOUTH ALONG HIGHWAY TO IiTCHVILLE, THENCE EAST TO New

Lonpon.
T.3.N., R. 21 W., Hartland, east end of north face of foundation wall of resi-°

dence of W. H. Darling 5.51 miles south of Collins, aluminum tablet

stamped “946 ADJ 1903” 20.0... eee eee 946.900
T. 3.N., R. 21 W., 2.65 miles south of Hartland, 700 feet south of highway

fork, in foundation wall of residence of W. W. Meads, east end of. north

face, aluminum tablet stamped “948 ADJ 1903”................... 948.490
Fitchville, T. 2.N., R. 21 W., 7.18 miles south of Hartland, in foundation wall

of Methodist Church, ‘east end of south face, aluminum tablet stamped

O95: ADI: 908 os catle as sarin sesh dimrta vd unuty dots & cbech tude Q-Gvtuieth stesty doar o nhee secs ea ee 995.620
FITcHVILLE SOUTH ALONG HIGHWAY ABOUT 5 MILES, THENCE EAST VIA RUGGLES

CentER TO HEREFORD.
Fitchville, 4.51 miles south of; B. & O. R. R. B.M. No. 494 on west end of

north coping of arched culvert, copper bolt....................... 1042 .458
Fitchville, 4.76 miles south of; T. 1 N., R. 21 W., in foundation wall of resi-

dence of W. P. Brown, south end of west face, aluminum tablet stamped

EL OGD: AD IE TO cee se: esaybeehsshcaycbet este toch 4 th sh ch Red tecBom coal om abn ct de 1065. 286
T. 1 N., R. 20 W., Ruggles Center, in foundation wall of Methodist Church,

south end of west face, aluminum tablet stamped ‘1103 ADJ 1903” . 1103.566
RucGcLes CENTER EAST ALONG HIGHWAY VIA Nova To SULLIVAN.

Nova, 25 feet east of station; northeast beveled corner of north coping of

small culvert, B. & O. R. R. B.M. No. 485 AL... eee 1111.050
Nova, T. 1 N., R. 19 W., in foundation wall of United Bretheren Church, east
end of south face, aluminum tablet stamped ‘1127 ADJ 1903” ..... 1127.315

(Recovered by U. 8. C. & G. 8.)
RocuHEsTER STATION EAST ALONG HIGHWAY TO B. M. 3.75 MILES souTI OF
WELLINGTON.
T.2N., R. 18 W., 3.01 miles east of Rochester Station, 500 feet east of 3 cor-
ners, top of north end of west abutment of highway bridge over Char-
lemont Creek, aluminum tablet stamped ‘859 ADJ 1903” .......... 859.786
BRIGHTON EAST ALONG HIGHWAY TO WELLINGTON,
T. 3.N., Rs. 19 and 18 W., in foundation wall of brick schoolhouse, east end
of south face, aluminum tablet stamped “878 ADJ 1903”........... 878.555
466 PROGRESS REPORT

ASHLAND, MANSFIELD, PERRYVILLE AND WEST SALEM QUADRANGLES.

(Ashland, Richland and Wayne Counties.)

The elevations in the following list are based upon the latest adjust-
ment. They are controlled principally by Baltimore and Ohio and U. 8.
Coast and Geodetic Survey precise line crossing New London quad-

rangle.

The leveling was done in 1906 under the direction of Mr. M. Hack-

ett, topographer, by Mr. R. C. Seitz, levelman.
The standard bench marks are stamped with figures of e
mostly one foot too low.

WEST SALEM QUADRANGLE,

SULLIVAN SOUTH 4.3 MILES, THENCE EAST ALONG HIGHWAY VIA WEsT SALEM
AND AUKERMAN’S CROSSING TO CANAAN.

Sullivan, 4.55 miles south of; southeast corner foundation of schoolhouse,
aluminum tablet stamped ‘1147”....... 000.0... eee eee
West Salem, 3.98 miles west of; crossroads, southwest corner of St. Johns
Reformed Church, aluminum tablet stamped “1173” ..............
West Salem, southwest corner foundation town hall, aluminum tablet stamped
POU i 2-3 Saat Scie oan $54 Sats Sob yaetute Rn sutoedrbiibceuiy as cryendaliss evar emiesscle. anieaaeacis dacs Ne
West Salem, 2.4 miles east of; west abutment north bridge seat small iron
bridge, aluminum tablet stamped “1027” ............ 0.000000 200s
Aukerman’s Crossing, 0.53 miles north of; 2 miles south of Burbank station,
highway crossing, north side of highway and 23 feet west of Baltimore
and Ohio track, in old bridge abutment, aluminum tablet stamped
BOO a us hes EA Re ¥ hae WON HEM ERY 64 Aw PEE BRD SETS OE OER W OHS

AUKERMANS CROSSING SOUTH TO NEAR OVERTON, THENCE SOUTHWEST AND
WEST ALONG HIGHWAY TO JEROMEVILLE, THENCE NORTH TO NEAR
SULLIVAN.

Armstrongs station, east abutment, north bridge seat highway bridge, alum-
inum. ‘tablet stamped. ¢ isa gc cee scp acek oe tee uh ea Ae ae iS ge ee ge
New Pittsburg, 2.25 miles east by 2.25 miles north of; 385 feet northwest of
crossroads, foundation under bay window of residence of Martha
Pfeifer, east side of house, aluminum tablet stamped ‘1227”........
New Pittsburg, 2.25 miles southeast of, Excelsior Hall at T road south; east
foundation wall of, aluminum tablet stamped ‘1168”...............
Reedsburg, 2 miles southeast of; crossroads, residence of 8. V. Oberholtzer,
southwest corner of foundation, south face, aluminum tablet stamped
SET Oa 3 eee cea ede Wipsta ao bibl: tt endl Leet ayo arene ips, eoarh ae Up ALS TAR oH SL
Jeromesville, 2.3 miles southeast of; 275 feet west of crossroads, west abut-
ment, north bridge seat of small iron bridge, aluminum tablet stamped
OR sucacaelee ac aes ke de older ey ica ecche res isch aeons ace yecthaate IRIS Boece aren
Jeromesville, schoolhouse, west foundation wall, aluminum tablet stamped
CSN OLD is case crccccesi apni kG AR Gee te Bad apR AA wep a AA Blan ted Rated NA cen De
Jeromesville, 3.65 miles north of, 1200 feet south of crossroads; small iron
bridge, south abutment, west bridge seat, aluminum tablet stamped
DOG eda ce ees USECESSAEREMS SELMER EY GUE T PE ORS oo RUS SS om ae
Polk, 3.12 miles south of; 430 feet south of crossroads, stone culvert, west
coping of, aluminum tablet stamped “1183” ................ eee ee
Polk, Christian Church, concrete step in front of, east face, aluminum tablet
stam ped 27 6. cack ve, sae ann Bach oon ona aK ed averted Po tne eda eg 24

Jevation

FEET.
1147.700
1174. 522
1120.256

1028 .121

899.783

887.580

1227 .302

1168442 °
1015,431

968 . 839

1012.403

1041 .476
1183 .695
1276 .505
TOPOGRAPHIC SURVEY. 467

ASHLAND QUADRANGLE.

T'Rom Porn? 4.3 MILES SOUTH OF SULLIVAN WEST AND NORTH ALONG HIGHWAY

TO POINT 4.7 MILES SOUTH OF I'ITCHVILLE.

FEET.

Savannah, 3.47 miles east of; stone culvert, top of north coping, aluminum

tablet stamped “11386” 2.0.0.0... cece tees 1136 .463
Savannah, Methodist Church, in watertable, east side, aluminum tablet

stamped OL. as.ccsinc aces nego ne eoha a Pagan mem Bae eo eA een TS 1101.641
Savannah, 2.30 miles west of; east abutment small iron bridge, north retain-

ing wall, top of, aluminum tablet stamped “1065” ................ 1065.993
Adario, 3.30 miles north of; stone culvert 300 feet south of crossroads, north

end of east coping, aluminum tablet stamped “1164” .............. 1165.190

l'RoM POINT 4.5 MILES EAST OF SAVANNAH SOUTH TO ASHLAND, THENCE WEST
TO OLIVESBURG, THENCE NORTH TO POINT NORTH OF ADARIO.

Nankin, 1.86 miles north of; top, west coping, stone arch culvert, 425 feet N.
of T road east, aluminum tablet stamped ‘1088’.................4 1089 .086

Nankin, 2.09 miles south of; 2.45 miles north of Ashland, north end, west
abutment of concrete arch culvert of Erie railroad, aluminum tablet
stamped: (O88 ca z's ian aith-cnint Aiea cure ain ees MAUS gna aR Sos See BoD queried 989 .367
Ashland, in front of station; top of rail 0.0... eee eee 1082.9

Ashland, 3 miles west of; 3.15 miles east of Olivesburg, north abutment of
small iron girder bridge, east bridge seat, aluminum tablet stamped
“V180" at: Crossroads... scan gey ea dee Ge ROR RR ee Ga me eS Sat coe Saw 1180.763

Olivesburg, Methodist Church, south end of west foundation wall, aluminum
tabletistamped1OLC” soncucsdtinssniad aur naldatenihwanuiela a acanvre ing ound ere 1077 .672

Olivesburg, 3.40 miles north of; Adario, 722 feet north of crossroads, east

coping of stone culvert, aluminum tablet stamped 1152” .......... 1152.413
ASHLAND SOUTH TO NEAR HAYESVILLE, THENCE EAST TO JEROMESVILLE.
Ashland, west end of south wall of county jail, aluminum tablet stamped

PLOT sete aie pelvis Nueva eee aA eh asian lal’ Gate Wine ane nes oie eA kein Gay alin wet 1079 .874
Ashland, 3.30 miles southeast of; 4.29 miles north of Hayesville, east coping

of stone culvert, aluminum tablet stamped “1101”. ................ 1102 .047
Near HaY&svILLe souTH To HaYESVILLE, THENCE WEST ALONG HIGHWAY TO

MANSFIELD.
Hayesville, crossroads, in town hall; northwest corner of foundation, bronze

tablet stamped “Prim. Trav. Sta. 1244” ..............00..00..0.00. 1244,796
Mifflin, 1.49 miles east of; crossroads, 850 feet east of; north wing wall, west

abutment, iron girder bridge, aluminum tablet stamped ‘'1108”..... 1108.743

Mifflin, 0.8 mile west of; iron girder bridge over Black Tork, west abutment,
south wing wall, 4th course masonry from top, aluminum tablet
Stam Ped: \OO4 ein ke steady susalons nerd naa eNom apie Gat ese a weus Hall 995,414
Mifflin, 4.2 miles west of; Mansfield, 3.5 miles east of; T road south, small.
wooden bridge, west abutment, south bridge seat, aluminum tablet
StAM Ped, P2226 rian, ees cde ase cians PER aeA ede a aR rade ea rait ME ceobe goa ie a 1222603

MANSFIELD NORTHERLY ALONG HIGHWAY TO OLIVESBURG.
Windsor, 0.9 mile south of Pavonia; T road east, small wooden bridge, west

abutment, north bridge seat, aluminum tablet stamped “1035”...... 1036 .055
Pavonia, Erie Railroad, top of north rail ................0 00000 eee eee. 1064.4
Olivesburg, 3.3 miles south of; 615 feet east of crossroads, west end of school-

house, south foundation wall, aluminum tablet stamped ‘1048”..... 1049. 490

MANSFIELD QUADRANGLE.

Atv MANSFIELD.
Mansfield, Park Ave., crossing of Penn. R. R. bridge No. 153, retaining wall,

north end of, east face, aluminum tablet stamped ‘1 VAD? oan vx cane 1150. 391
PERRYVILLE QUADRANGLE.

MANSFIELD SOUTHEAST TO PENNSYLVANIA R. R. Bripar No. 152.
Mansfield, 1.70 miles east of; bridge No. 152, east abutment, northeast corner,
chisel mark (Pa. R. R. B. IVE) 25sec ive zecicn nase sro B ace certo a ste teow te Go ate 1139 "v9
468 PROGRESS REPORT

CADIZ, CARROLLTON, CLARINGTON, FLUSITING, S\LINEVILLE. SCIO. ST. CLAIRS-
VILLE, STEUBENVILLE, UINIRICHSVILLE, WELLSVILLE AND WHEELING
QUADRANGLES,

(Belmont, Carrol, Columbiana, Harriscn, Jefferson and Monroe
Counties. )

The elevations in the following list are based upon an aluminum
tablet at the southeast corner of the Jefferson County Courthouse at
Steubenville, Ohio, stamped ‘‘716 STEUBENVILLE.’’ The elevation
of this is accepted as 714.464 feet above mean sea level and was deter-
mined from the Army Engineers bench mark ‘‘67 A’’ on the watertable
of the same building, the clevation of which, in accord with the Coast and
Geodetic Survey adjustment of 1907 of precise leveling is 710.190 feet.
The Army Ingineers precise level ine along Ohio River, and the precise
level line of the B. & O. R. R. between Massillon and Wheeling, form the
main control for these elevations.

The leveling on the Carrollton, Wellsville and Salineville quad-
rangles was done in 1902 under the direction of Mr. Van H. Manning,
topographer, by Messrs. A. T. Bagley and R. G. De Frees, levelmen.

The leveling on the Steubenville quadrangle was done in 1901 and
1902 under the direction of Messrs. W. T. Griswold and C. E. Cooke,
topographers, by Messrs. J. I. Wetzel and J. A. Buford, levelmen, re-
spectively.

The leveling on the Cadiz, Scio, St. Clairsville, Wheeling and Flush-
ing quadrangles was done under the direction of Mr. Griswold; in 1901
bv Mr. Wetzel, and in 1902 by Mr. B. J. Green, levelman.

The leveling on the Clarington quadrangle was done in 1902 under
the direction of Mr. Wm. H. Griffin, topographer, by Mr. C. IL. Birdseye,
Jevelman.

All standard bench marks dependent upon this datum are stamped
with the letters ““STBNVL”’ or ‘““STEUBENVILLE”’ in addition to
figures of elevation. x

WELLSVILLE QUADRANGLE.

Easr LiveRPooL NORTH VIA CALCUTTA AND SPRUCEDALE TO CLARKSON.

, FEET,
last Liverpool (U.S. Engineers Corps bench mark 43 A), large rock opposite

to Jackson Street, rock is 28 feet wide by 35 feet long, cut on....... 664.58
vast Liverpool, city hall, in foundation stone, northwest corner, aluminum

tablet stamped ‘731 STEBNVL”.............. 000.20. cee eee eae 731.155
East Liverpool, River View Cemetery, Soldiers’ Memorial Hall, on bottom

step at southeastcOrmer: 2.6 cacnce amma hd gou RPA § weed Hes 1239.64

Calcutta, southeast corner of Main Street, 15 feet from Trollen Store, at base
of telephone pole,large rock aluminum tablet stamped‘1108 STBNVL” 1108 .082
TOPOGRAPHIC SURVEY.

Clarkson, across street from Clarkson Hotel; residence of Dr. Vale, in north-
west corner of stone coping under wall, aluminum tablet stamped
PT TOS AS TPBIN- VLPs, & setiy daa shisanrsneng estate Aon OARS atte dance aie ans anne on anteaters

East LiveRpooL, west TO WELLSVILLE, THENCE NORTHWEST VIA WEST
Point to ELKTON, THENCE EAST TO CLARKSON.

Wellsville, City Hall, corner Fifth and Main Streets, under second window
from north on east side of building, in top of foundation, aluminum
tablet stamped “709 STBNVL” ........... 0.0 cece eee

Wellsville, 3.5 miles north of; on Lisbon road, Highland town road to west,
on northwest corner of front steps to Yellow Creek Presbyterian Church
CHISCIED SQUAE: isc ces ow cere n cd RES Mune QansioN win ankE Raw de aA

West Point, in northwest abutment of iron bridge over Beaver Creek, alum-
inum tablet stamped “907 STBNVL” ...............-.. 0-00-00 e

WELLSVILLE ALONG CLEVELAND AND PirtspuRG RAILROAD AND HIGHWAY VIA
HaMMONDSVILLE TO KNOXVILLE.

Hammondsville, iron bridge on Wellsville road, northeast abutment of chis-
GLE cl ead Sas Seco et cher sat rit oh fot cach oh dnaalae alt agus ood tense eave ests GAD SUE) OSE

New Somerset, store and postoffice of N. C. Yeagley, in northeast girder
stone, bronze tablet stamped “1220 STBNVL’.................0..

HAMMONDSVILLE WEST ALONG RarILRoapD To IRONDALE.

Irondale, 400 feet south of C. & P. R. R. track, southeast abutment of wagon
bridge over Little Yellow Creek, bronze tablet stamped “717 STBNVL”

SALINEVILLE QUADRANGLE,

TRONDALE NORTHWEST ALONG C. & P. R. R. ro Kenstneron.

Irondale, 7.15 miles northwest of; railroad bridge No. 41, 50 feet east of wagon
toad, 1000 feet west of coal tipple, in southeast abutment of bridge,
chiseled cirele: 5. a gmay adieu yg aipipoie nbe-sur go a cinmg a rage Bhs wpidoace aun eaten

Ixensington, triangulation station; 1 mile southeast of Kensington; in top of
marble post, bronze tablet stamped ‘1375 STBNVL” .............

KENSINGTON EAST ALONG ROAD VIA LisBon TO ELKTON.

Hanoverton, iron bridge over abandoned sandy canal, in northwest abutment,
CHISCTEC CIE CIEE fa ek 2 poe tech 2 ailenn a dved hues aha Meatapieetetausicietisncive aia bebsobane aie anh bed
Dungannon, in front step of St. Phillip’s Catholic Church, chiseled circle... .
Dungannon, 2 miles east of; in second step of Point Pleasant M. E. Church,
Chiseled square. ny som catia pidecin dies wan gaselan, oA ancd tiieee ds GAN rome obeys

SALINEVILLE SOUTH VIA Berea CHURCH AND BERGHOLZ TO POINT 2.5 MILES
SOUTH OF BERGHOLZ.

Monroeville, 0.5 mile south of; at Elder triangulation station, bronze tablet
stamped NSGs, BEDINY L's. ax sauce wontuevau weuanwued o4 em wanes
Monroeville, 2.8 miles south of west side of road, top of county line monu-
ment (Jefferson and Carroll Counties) ..... ESS al earth Mf kde eine
Bergholz, at schoolhouse; in southeast corner of foundation of; bronze tablet
stamped “924 STBNVL” cacpsekeracons eee ees eens meee Ome aOR

BERGHOLZ WEST ALONG ROAD TOWARD HARLEM SPRINGS, THENCE NORTH TO
CARROLLTON TRIANGULATION STATION.

Morgan Bridge, 2 miles west of; on Bergholz-Harlem road, 0.5 mile west of
large brick house, at iron bridge, in northwest wing wall, chiseled
CIRCIC: ps sewer ee nech naw sheesh agate heege pwr seem sao ea take eaeds
Morgan Bridge, 2.5 miles west. of; on Bergholz-Harlem road, 510 feet east of
brick house at bend of road, on iron bridge, in stone wall, chiseled
ELTON CS ssa echt 08 Sag tne cue ant tues angen il ond soc telh acon lav asunder eSineeeeL AG
Morgan Bridge, 4.3 miles west of; 500 feet west of forks northwest to Carroll-
ton, iron bridge on road to Ixilgore, on northwest wing wall of bridge,
bronze tablet stamped “958 STBNVL". oo... oe eee eee ee

469

FEET.

1192.531

708.323

1203.13

906.148

690.19

1219.364

716.918

847 .82

1375 .302

1134.05
1171.29

1068.12

1387. 432
1204.35

924.206

918.18

925.68

Yor. SIO
470 PROGRESS REPORT

FEET.
Morgan Bridge, 5 miles west of; Harlem Springs, 2 miles east of; on center fork
of road, 0.5 mile southeast of forks of road, iron bridge, on southwest

Wall, chiseled Circle: -co:es.5.g- hice ain di anpenie based ea eee hd mak hovatah watoue dees 996.53

Harlem Springs, 0.1 mile northeast of; on Bergholz road, at forks of road north
to Scroggsfield, forks of road southwest to Harlem, 0.25 mile west, 300
feet north of Bergholz road, on stone wall of wooden bridge on
Scroggsfield road, in northeast wall, chiseled circle ................ 993 .40

CARROLLTON TRIANGULATION STATION EAST ALONG ROAD VIA SCROGGSFIELD
To Berea CHuRcH.

Scroggsfield, 1 mile east of; on Salineville road, at crossroads, Bergholz-
Mechanicstown road, and Lake Erie, Alliance and Wheeling Railroad,
800 feet north of creamery, iron bridge, 10 feet west of, on southwest
abutment, bronze tablet stamped “1025 STBNVL” ............... 1024 .216

LisBON SOUTH ALONG ROAD VIA GAVERS TO SALINEVILLE.
Lisbon, 3.7 miles south of; bridge over Run, northwest abutment, chiseled

GIL CLE hind nse: hinted tweed an ptepuahce ead icMaele MA eda Re Deca bacupest at gaeae te NESS 1031.21
Gavers, 0.5 mile south of; road forks to west, south to crossroads, southwest
abutiient.of iron: bridge. scasccics dah eomis nee Beg <a oa Know eae aes 985.79

Gavers, 2.5 miles south of; Salineville road, northeast corner of Geo. Patter-
sons house, in foundation, bronze tablet stamped ‘1365 STBNVL”.. 1364.821

CARROLLTON QUADRANGLE.

Harlem Springs, 3 miles north of; on Augusta road at forks of road west to
Carrollton road, old log house in southwest angle of corners, iron bridge
600 feet south of corners, circle cut in stone wall .................. 1065.76
Carrollton Triangulation Station; 2.5 miles east of Carrollton; on Jand of Mr.
Campbell, in top of marble post, bronze triangulation tablet stamped :
‘1373 STB NV “sis ekaermnei wav ge rey keen um ees Uae Oa see ahs 1377 .478

STEUBENVILLE QUADRANGLE.

STEUBENVILLE ALONG ROAD WEST viA WINTERVILLE TO RicHMOND.

(This line closes low one foot on accepted elevation at Richmond; therefore
elevation given for Winterville is possibly 1 foot low.)
Steubenville, in southeast corner of courthouse; aluminum tablet stamped

M7LS SLBN Vi naa ag ale awd Ws as hy Seay sm Gk ow din pea Hw wre ao a wl 714.480
Winterville, in southeast corner of foundation of Winterville Church, alum-
inum tablet stamped “1256 STBNVL” .....................05+6: 1255.774

STEUBENVILLE ALONG ROAD NORTHWEST VIA IsLAND CREEK CHURCH TO
KNOXVILLE THENCE SOUTHWEST TO RICHMOND. :

(The extension of this line from Knoxville closes one foot low at Richmond.)
Alikanna, stone abutment of foot bridge leading to water works, in southwest
pier of, aluminum tablet stamped “663 STBNVL”’................. 662.596

Island Creek Bridge, across Island Creek, 100 yards from road leading to
Costonia, in southwest pier of bridge, bronze tablet stamped ‘788

BBN VAG ces ais seal. ae heeds DRE daaiea end Gaeta Rat oeeed ghee baw ae 787 583 ©
Knoxville, at west end of; in southeast corner of stone foundation of Church,

aluminum tablet stamped “1280 STBNVL”.... 00.2... 0. cee eee 1279. 557
STEUBENVILLE SOUTH TO BRILLIANT, THENCE WEST viA New ALEXANDER TO

SMITHFIELD.

(This line closes 1 foot low on accepted elevation at Smithfield, therefore the
elevations are possibly 1 foot low.)
Brilliant, railroad bridge over road, in southeast corner of bottom tier of

stone, at northeast abutment of; T cut in stone ...............0--- 652.97
New Alexandria, in northeast. corner of stone foundation of brick church,

bronze tablet stamped ‘1249 STBNVL”.........-....5 000 e eee ee 1248 .789
STEUBENVILLE Wrest ALONG P. C. C. & St. L. R. R. vo Reps.
Mingo Junction, in front of station; top of rail’... ............ 0. eee eee GO74.5

Mingo Junction, bridge No. 46, on northwest coping stone or chiseled square 670.21
TOPOGRAPIIIC SURVEY. 471

: FEET.
Steubenville, 4.4 miles southwest of; bridge No. 48, on northeast corner of

coping stone of, chiseled square .......... 0.0. e eee e cere eee eens 675.98
Gould, in front of station; top of rail... 0.6... cee eee eee 692.5
New Alexandria Station, in front of station; top of south rail ............. 741.9

New Alexandria Station, 0.6 mile west of; on northwest abutment of small .
bridge, top stone, bronze tablet stamped ‘752 STEUBENVILLE”... 751.607
Fernwood Station, 600 feet east of; on north end of arch culvert, railroad bench
mark, CR. Ri: 776-89) asin.x venue pemiad <ead dee tey aves eaumals eens 777.38
Fernwood Station, 1.6 miles west of; bridge No. 52, over Cross Creek, on
northeast corner of coping stone, railroad bench mark (R. R. eleva-

DUO SS LOLA) ahd sca ceguaohuesnieeniere aude edacea asi asieh ican ta caghiaeke Soa temiies da nGnaacy 810.97
Reeds Mills, 390 feet east of; arch bridge No. 53, over Cross Creek, on north-
east coping stone of; railroad bench mark (R. R. elev. 828.22)....... 828.66

CADIZ QUADRANGLE.

Reep west atone P.C.C. & St. L. Ry. To SKe.ty.
Reeds Station; 3300 feet west of; on bridge No. 56, northeast corner of coping

stone, bronze tablet stamped “844 STEUBENVILLE”............. $43 .804
Skelly, iron wagon bridge, in northwest wing wall of, on top stone, chiseled

SQUATS: ce aia saci on Seances gC Aes eed area) Aer aes Gade satis Aun ftan Acta ahedea 865.30
SKELLY WEST ALONG RAILROAD VIA BLOOMFIELD AND UNIONPORT TO CaDIZz

JUNCTION. ;
Skelly, 0.9 mile west of; bridge No. 58, over Cross Creek, on southwest coping

stone of, chiseled square. ............ 0.00 cece cece ce eee eee ees 888.25
Unionport, road crossing, top of rail... 0... eee 969.2
Unionport, 1200 feet WEE of; stone bridge over Cross Creek, on northeast cop-

ing stone of; aluminum ‘tablet stamped ‘976 STE UBENVILLE” ... 975.823
Miller, in front of station; top of rail 26... ek eee 1026.5
Cadiz Junction, road crossing, top of rail. ........ 0... eee eee 1096.5

Cadiz Junction, at intersection of Cadiz Branch Railroad with
main line Pittsburg, Cincinnati and St. Louis Railroad, north sidejof
wall on turntable, on top of stone, bronze tablet stamped ‘1099

STRUBENVILEE i 2. sews seenddarannae baaene seems decease sees 1098 .788
Capiz JUNCTION SOUTHWEST ALONG RAILROAD TO Capiz.
Folk Station, road crossing, top of rail. 2.0.60... eee ees 1225.2
Limestone, in front of station; top of rail .......... 00... cee eee 1222.6
Conway, in front of station; top of east rail 1.0... eee eee 1263.6
Crawford, in front of station; top of west rail ................ 00.00.0000 1263.2
Cadiz, north entrance to courthouse, first landing of stone steps on west end

of, aluminum tablet stamped “1280 STEUBENVILLE”............ 1279.710

DILLONVALE NORTH VIA SMITHFIELD AND BLooMFIELD To SKELLY..

Smithfield, watertable on brick house, on northwest corner of, aluminum .
tablet stamped ‘1240 STEUBENVILLE” ....................... 1240.042
Bloomfield (Bloomingdale P. O.), watertable on brick schoolhouse, on north-
west corner of, aluminum tablet stamped ‘1298 STEUBENVILLE”. 1298.023
Capiz JUNCTION vIA UNIONVALE TO CaDIz.

Rexford, in front of station; top of rail ....... 0.0. 1139.3
Greenough, in front of station; top of rail... 6.6... 0... 1092.7
Unionvale, 2400 feet east of station; bridge No. 193-a, on northwest bridge

seat, bronze tablet stamped “971 STEUBENVILLE”.............. 970.989

SKELLY NORTH TO RICHMOND THENCE NORTHWEST VIA EAST SPRINGFIELD TO
AMSTERDAM THENCE SOUTHWEST vo JEWETT THENCE WAST TO CADIZ
JUNCTION.

+ Richmond, brick schoolhouse at south end of, on stone doorstep of, aluminum
tablet stamped ‘1286 STEUBENVILLE”... 0... 1285 ,205
472 PROGRESS REPORT

(This elevation is probably correct though two lines from east give 1 foot less.)
East Springfield, public school building, on southeast corner of foundation
stone of, aluminum tablet stamped ‘1331 STEUBENVILLE” ......
Kast Springfield, 4.5 miles northwest of; iron bridge over Yellow Creek, on
southwest wing wall of, bronze tablet stamped‘‘905 STEUBENVILLE”
Amsterdam, 3 miles south of; north side of schoolhouse, in top foundation
stone of, aluminum tablet stamped “1276 STISUBENVILLE”......

SCIO QUADRANGLE,

At JEwrErr.

Jewett, north entrance of schoolhouse, east end of stone step, bronze tablet
stamped ‘1009 STEUBENVILLE” ............. 0... eee

CADIZ NORTHWEST VIA SMITHDALE TO STaTIon T'irreen Post OFFICE, THENCE
NORTHEAST TO BOWERSTON, THENCE NORTHWEST TO SHERODSVILLE.

Enfield, 0.7 mile east of; north side of road at fork of road to north, on stone
culvert, chiseled SQUuaTE....cccnsae car sex mmnncd as Vda eatermndedanes

Enfield, 1.8 miles west of; John N. Haverfield’s brick house, on front door-
step to; aluminum tablet stamped “938 STEUBENVILLE” ........

Laceville, 1.5 miles east of; 600 feet west of blacksmith shop, bridge at cross-

Smithdale, 0.7 mile west of; residence of J. W. McDivitt, on southeast corner
foundation stone of, aluminum tablet stamped ‘909 STEUBENVILLE”
Franklin, 2 miles west of; on northeast abutment of bridge, chiseled square.
Bowerston, Pittsburg, Cincinnati, Chicago and St. Louis R. R. stone bridge
No. 84, on northeast coping of. aluminum tablet stamped “943
STEUBENVILLE” ............. Sieg Wiiiadseais see dana RAG me Ga ESE
Leesville, road crossing; top of raile... cs cca eee Ce ee eee eee
Tuller, in front of station; top of vall .. 2. esone veins ee aneehegeteyees ae me

Sherodsville, on coping stone of southeast corner of iron bridge leading from
Sherodsville to station, bronze tablet stamped “913 STEUBENVILLE”

Sherodsville, in front of station; top of rail.... 000.0... eee

FROM NEAR SMITHDALE SOUTH THROUGH DrERSVILLE To PouLsTon ReEsiI-
DENCE.
(Single spur line.)
Deersville, 1.5 miles southwest of; residenee of J. N. & H. T. Poulston, in
southeast corner of foundation of. aluminum tablet stamped ‘1189
SIRBUBINN VL Bsa aoe eis ne cons Bie Gh a ee pik 6 oh sca ek ae

CONNOTTON NORTHEAST ALONG Puntic Roaps TO PERRYSVILLE AND RETURN.
Perrysville (Lamartine P. ©.), near northeast corner of M. E. Church; on
south foundation wall, aluminum tablet stamped ‘1272 STEUBEN-
WTS ga ee chsaoh deed orig adh Rodeote Gh Saeed eek Seton ne aod Gah grea aE eo aoe cae

TIPPECANOK NORTHEAST TO NEAR HATrTonta, THENCE SOUTH TO MINKVILLE.

Clendenning, postoffice, on east foundation wall of E. D. Clendenning’s
dwelling, bronze tablet stamped ‘1091 STEUBENVILLE”’.........

Hattonia, 2 miles south of; north side of Brush Tork, Barretts schoolhouse,
east end of top step of entrance to, bronze tablet stamped ‘915
SREB EIN VELA ince gid den 8 oop kaos SRT GER Chae ES § CERES

WITEELING QUADRANGLE,

SMITHEPIELD ALONG WARRENTON PIKE BASTWARD.

T.4N,, R. 2 W., see. 27, southwest quarter of, 5 miles east. of Smithfield, on
southeast corner of foundation of Mr. M. B. Cole’s barn, aluminum
tablet stamped “1214 STIUBMUNVILLIE” ....... 6... Ne pane Manes

FEET,

1330 .583
904.990

1275 .500

1008 .165

952.68
937 .608
903.61

909.488
872.99

944.162
926.3
920.4

913.321
913.5

1189 .414

1272 .500

1091 .242

915.085

1213.730
TOPOGRAPHIC SURVEY.

WHEELING, W. Va., ALONG CLEVELAND, LoRAIN AND WHEELING R. R. To
BRIDGEPORT.
(Corrected to accord with B. & O. R. R. precise level line elevations.)

Wheeling, W. Va., U. 8. Engineer B. M. No. 88 A, center of pedestal of
Wheeling and Lake Erie R. R. bridge over Ohio River pedestal is on
west side of P. C. C. & St. L. Ry. between railway and pier ........

Martins Ferry, on east side of west pier of Martins Ferry-Wheeling street
car bridge, 6 feet north of southeast corner of pier and 1.5 feet off
erotind, marked: “B? a oc5 cscs ware ee ae ease ARORA eee

US
M ;

Bridgeport, south side of approach to Wheeling and Bridgeport bridge, on
coping of, bronze tablet stamped ‘662 “STEUBENVILLE” ........

Benwoop, W. Va. To BELLAIRE, OHIO.

Benwood, W. Va., U. 8. Engineers bench mark ‘94 A’’, on east face of shore
pier of Baltimore and Ohio Railroad bridge over Ohio River from Bell-
aire to Benwood, pier is 40 feet west of Pittsburg, Chicago, Cleveland
and St. Louis Railway, and mark is 95 feet, north of south angle in
face of pier, and level with surface in 1902, chiseled ledge...........

Bellaire, corner of Belmont and 32nd Streets, on top step under transom of
City Building (on Belmont St.), aluminum tablet stamped ‘667
STEUBENVILLE” vcs cevdws vaveweys ne egoweheriadecagetac ae

CLARINGTON QUADRANGLE,

Brenwoop, W. Va., SOUTHWEST IN OHIO ALONG BELLAIRE, ZANESVILLE
AND CINCINNATI RAILWAY VIA SHADY SipE To Kesey.

473

FEET.
662.114

651. 341

661.576

648.034

667.751

Wegee Creek Bridge, on southeast abutment; chiseled square ............. 645.22

Jacobsburg triangulation station; 0.5 mile west of Key station; Robert
McKelvey’s residence, in top of foundation on northeast corner of
house, aluminum tablet stamped “1385 STBNVL”................- 1

IGeLsEY SOUTH ALONG BELLAIRE, ZANESVILLE AND CINCINNATI RAILWAY
AND Pusiic Roaps via ARMSTRONG AND CRABAPPLE TO CAMERON,
THENCE EAST TO GRAYSVILLE.

Armstrong Mills, 0.12 mile east of; wagon road bridge over Captina Creek,
at northeast corner of bridge floor, square cut in stone............

Armstrong, 0.25 mile west of; in northeast corner of foundation of brick

384.815

770.23

church, bronze tablet stamped “806 STBNVL”.................... 805.507

Cameron, Ohio, iron bridge over Sunfish Creek, west end of south abutment,
on top of stone supporting truss, bronze tablet stamped ‘698 STBNVL”
Clarington, 2 miles west of; iron bridge over Nigger Run, southwest abutment.
top stane OFF CUtOM ok eaves Ha yee Reka. Merge de ann ae ees
Graysville, on railway bridge over Coon Run, (U. 5. Army [engineer Corps
bench mark “A-14’”’), on west wing wall of south abutment, 5 feet
west of angle in wall, and on step 1 stone lower than stone in which
brid ge trusssrests’ 66 sander Gea temarae Sow ners ow aed BI dos ea matinee ene

KELSEY NORTHWEST ALONG PusLic Roaps To BeLmonrT.

698.031

633.41

635.073

Kelsey, in front of station, top of rail .........0.0..6. 0002 e eee eee 1243.8

At Myers Knos.

Myers Knob, triangulation station; 5 miles southwest of Bellaire, in top of
monument, bronze tablet............ 060 e cece eee 1

Dexter SCHOOLHOUSE (2 MILES EAST OF BEALLSVILLE) EAST ALONG GERMAN
Ringe to PowHatTan.

Beallsville triangulation station; 3 miles east of Beallsville; on, top of Gale
Knob, on top of marble monument, bronze triangulation tablet
stamped ‘— "1. bee Peer |

Switzer, 1 mile east of; German Lutheran Church, Switzer Township, Monroe
County, on north side, in foundation east of front entrance, aluminum

359. 863

414.740

tablet stamped ‘1291 STBNVL” .......... 0. cece eee 1290 .815

Powhatan Pt., 0.25 mile east of; in W. Va., U. 8. A. Engineer Corps bench
mark, “109 A’’ (Ohio River Survey), on west end of south abutment of
Ohio River Railway bridge over Hog Run .....................0..

639.980
474 PROGRESS REPORT

NEW MARTINSVILLE, NEW MATAMORAX, ST. MARYS AND WOODSFIELD
QUADRANGLES.

(Belmont, Monroe and Washington Counties. )

The elevations in the following list are based upon bench marks of
the Ohio River Survey and upon adjusted heights in accord with the
1907 adjustment of precise leveling. (For bench marks in West Vir-
ginia, address the Director of the U. 8. Geological Survey.)

The leveling on the Woodsfield quadrangle was done in 1903 under
the direction of Mr. W. FH. Griffin, topographer, by Mr. E. O. Garvin,
levelman, and that on the New Matamoras quadrangle and east of Alexis
on the New Martinsville quadrangle was done in 1903 under the direction
of Mr. Van H. Manning, topographer, by Mr. R. G. De Frees, levelman.
The line to Winklers Mill, New Martinsville quadrangle, was run in 1903
by Mr. R. E. MeFadden, levelman, and that to bench mark near Archer
Fork, St. Marys quadrangle, was run in 1904 by Mr. G. L. Gordon, un-
der Mr. A. M. Walker, topographer.

The standard bench marks except that at Winklers Mill are stamped
“STBNVL”’ in addition to the figures of elevation.

WOODSFIELD QUADRANGLE.

CRABAPPLE SOUTHWEST ALONG O. R. & W. R. R. To LewisviLie.

FEET.
Crabapple station, O. R. & W. Ry. bridge, southwest abutment, in top stone,

chiseled square: caine sctegs cists See e aud decuins ow sek ar basa iar 933.24
Beallsville, in west foundation of public schoolhouse, 5.5 feet north of south-

west corner, aluminum tablet stamped ‘1262 STBNVL” ........... 1262.105
Coats postoffice, wagon bridge over Sunfish creek, in top stone southeast

abutment, SQUATE CULE coeds ha Fare 2a wike Soule secre Gace eee eee YB 855.01

Woodsfield, courthouse, in top foundation stone, southeast corner, 30 feet
south of east entrance, aluminum tablet stamped ‘1211 STBNVL”.. 1210.529

Lewisville, opposite Distlin Hotel, in northwest corner of Oblinger’s store, 3

feet above ground, aluminum tablet stamped “1240 STBNVL”’...... 1240.313
LrwWIsVILLE west ALonG B. & O. R. R. ro Hamitron..
Hamilton, on top of rail in front of station .... 0... eee 969.9

LEWISVILLE ALONG HIGHWAYS NORTH TO WIEDMANS, THENCE NORTHEASY TO
SOMERTON, THENCE EAST VIA New Castle TO ALLENDONIA.

Lewisville, 2.75 miles north of; at north edge of woods, schoolhouse, at south

door, step, chiseled square ©... 6... 06 c eee eee 1274.58
Monroeficld, in cast corner of stone step, to white schoolhouse, chiseled square 1264.67
Miltonsburg, 1.5 miles northwest of; Wiedmans triangulation station, 0.5

mile west of Catholic church, old cemetery north of road, on stone

monument 40 hy 6 by 6 inches, set 36 inches in ground, bronze tab-

let stamped “1894 STBNVL” ..0 06.666. 1393 953
Malaga, at northwest corner of forks, in curb of sidewalk, chiseled square... 1315.34
Roads cast’ and south, iron bridge over Captive Creek, in top stone of south-

west abutment, chiscled square... ee eee es 1018.42
TOPOGRAPHIC SURVEY. 475

Nrw CastLE ALONG HIGHWAY NORTH TO BRYAN, THENCE WEST TO BAaRNEs-

VILLE.

7 FEET.

Hunter, southeast corner of Christian church, in top stone of entrance to, :

CHISELEASGUATE! msce.0io a cop tisncrtuaiey Mcarived Maho et GAL vale ada ones ae 1264. 28
Hunter, 2 miles north of; on land owned by W. Patterson, on top of high,

partially cleared hill in Goshen Township, in top of stone post 40 by

6 by 6 inches, set 33 inches in ground, bronze tablet (triangulation)

stamped “1364:STBNVL” e¢cesssecbcenceegursemencuenesseceey 1364. 085
Barnesville, City Building, on west side of Arch street, on south end of second

step of entrance aluminum tablet stamped “1270 STEUBENVILLE” 1269 .828

SOMERTON WEST ALONG HIGHWAY TO TEMPERANCEVILLE, THENCE NORTH VIA
STEELE TO BARNESVILLE.
Temperanceville, in east foundation of schoolhouse No. 10, third tier of stone
from ground, 1 foot from north corner, aluminum tablet stamped
POSSI BING Lied sata mpieirene ao heeaaetor si Dae amen MER Sea eee 954.998
Barnesville, 3 miles west of; Steele triangulation station; a few feet east of
Guernsey County line on a high cleared hill in Warren township, on
land owned by Isaac Steele, on top of a stone post 36 by 6 inches, set
30 inches in ground, bronze tablet stamped “1374 STBNVL”....... 1373 .594

NEW MATAMORAS QUADRANGLE.
SycaMORE VALLEY EASTERLY ALONG HIGHWAYS TO SISTERSVILLE, W. Va.

Graysville, in south foundation of house of George Crawford, bronze tablet

stamped 1126 STBNVI’. 22s .soe die ces odes ea cae: Sowa do yee 1125 . 606
Foraker Bridge over Little Muskingum, on southwest abutment, square cut. 735.62
Mechanicsburg, Hitch post office, iron bridge over Little Muskingum, on

northwest abutment, square cut......... 0.6.0.6 cee eee eee eee 722.61
Antioch, in front foundation of Christian church, bronze tablet stamped

DG SEE BIN Vale) a sa canto talartaaeis mcecestsaisa ws & deere estates we dene ised ss 1025.675
Alexis post office, 0.25 mile south of; at forks of road, wooden bridge, cross

cut on southwest abutment ............ 0. cece eee eens 727.50

SISTERSVILLE, W. VA. SOUTHWEST IN OHIO ALONG HIGHWAYS VIA New Mat-

AMORAS AND LAWRENCE TO STEELE Run.
New Matamoras, in southeast corner of foundation of school building, bronze

tablet stamped ‘637 STBNVL” ........-...-.. 00000 eee eee ee 636. 892
T. 3.N., R. 5 E., sec. 30, (old system), Macabee Hill, 2 miles northeast of

Ward; .5 mile northwest of Leith’s Run; 0.25 mile east of Miller’s store,

150 feet west of bend in road, on hill side, north side of road, in ledge

of rock, aluminum tablet stamped ‘‘885 STBNVL”...............-. 884.358
T.3N.,R. 6 W., sec. 30, (old system), 1.5 miles northeast of Lawrence; school-

house No. 3; (Goals Knob), in northeast corner of foundation, alumi-

num tablet stamped ‘1108 “STBNVL” .............. 00s eee eee 1107 .363

NEW MARTINSVILLE QUADRANGLE,

Alexis, 3.0 miles southeast of; on road side of farm of David Yeager, 0.2 mile
west of house, north side of road, in ledge of rock, aluminum tablet
Stamped “069 SU BN VG? ticccn cece yeast SR ensae oF 7 HORS OOS WET 968.322

Procror, W. Va., across Ou1o RIVER AND UP RIVER ROAD AND OPossuM

Creek To Winkuers Mii. (SINGLE Spur LINz.)
Opossum Creek, county bridge over mouth of; south abutment, cast side,

SQUALES.-. certs ime Ooms eel nelrae eRe ore Re Tones ego Im 621.29
Winklers Mill, Ohio, opposite Godfrey Winkler’s house, county bridge over

Opossum creek in top of north abutment, west side, bronze tablet

stamped “896 GRAFTON 1902” ......... 00 0c beer eee eee 895.835

ST. MARYS QUADRANGLE,

Archers Tork, 2.5 miles northeast of; at head of Cody Run, Bell M. 1. Chapel
near center of section No. 11, Grandview township; 30.8 feet from
northeast corner, and 30 fect from southeast corner, iron post stamped
ETA G AT) Ss LOO xcs iether Susu vinismis Gracie node Gonauaa gtW-ciuabaeasie guaaba panty cmekoua ema 1145.72]
476 PROGRESS REPORT
CALDWELL AND MACKSBURG QUADRANGLES.
(Monroe, Noble and Washington Counties. )

The elevations in the following list are based upon the latest adjust-
ed heights of bench marks established by precise leveling of the Army
Engineers along the Ohio River, and by primary leveling on adjoining
cuadrangles.

The leveling was done in 1903 under the direction of Mr. C. W.
Goodlove, topographer, by Mr. Tf. G. Lowe, levelman, except the line
Fay to Sycamore, which was run under the direction of Mr. Van H.
Manning, topographer, by Mr. R. G. De Frees, levelman.

The standard bench marks on the latter line were stamped
“STBNVL,’’ while the remainder are stamped ‘‘COLUMBUS,’’ with
the single exception of the bench mark north of Stanley, set by Marietta
levels and stamped “‘GRAFTON.”’ They are stamped also with the fig-
ures of elevation.

MACKSBURG QUADRANGLE.

l’'ay NORTH ALONG HIGHWAY TO SYCAMORE VALLEY.
FEET.
l*ifteen Mile post office, in north face of foundation of post office and store
building, bronze tablet stamped “704 STBNVL” ................-- 703.367
Law triangulation station, 1 mile south of Masterton post office; in sandstone
monument on top of hill, bronze tablet stamped “1180 STBNVL”’... 1179.679
sycamore Valley, 1 mile west of; T. 5 N., R. 7 W., at southeast corner of
, Creighton church; in top foundation stone, 1.5 feet above ground,
bronze tablet stamped 1136 STBNVIL”........... 000.0 c eee ees 1136 236

STANLEYVILLE NORTH-NORTHWEST ALONG CLEVELAND AND Marietra Rat.-
ROAD TO DUDLEY.

Stanleyville, 3.1 miles north of; 370 feet east of railroad track; north of public
highway, in face of ledge of rock, bronze tablet stamped “677 GRAI-
ROI O02 a's ade ex. clamattea ee dicen says et drape ies ein Oth Ula gene ba die ers Aeisleng ae aheigie e 676.740

Whipple, at northwest corner of Smith Bros. General Store; in top of cement -
sidewalk, bronze tablet stamped ‘639 COLUMBUS” .........-.-.- 638.601

Whipple, 2 miles north of; on top of railroad bench mark at milepost 16, cross 634.66
Whipple, 3 miles north of; on railroad bench mark at milepost 17..... sae a’ 643.14

Warner, 100 feet west of station; at southeast corner of general store of J. D.
Smith, on east side of brick foundation, 2 feet above ground, alumi-

num tablet stamped ‘679 COLUMBUS” .............. 00. serene 678.921
Warner, 1.36 miles north of; at milepost 19, on railroad bench mark ....... 647 .86
Warner, 3 miles north of; at milepost 20, on railroad bench mark........ .. 649.06
Warner, 4 miles north of; at milepost 21, on railroad bench mark.......... 658 .62
Ilba, high truss iron bridge over Duck Creck, at southwest corner of, in top

of abutment, bronze tablet stamped ‘664 COLUMBUS” .........-. 663.508
Klba, 1 mile north of; railroad bench mark on milepost 220 .............6.4 655.06

Mba, 2 miles north of; railroad bench mark on milepost 24 .....0.......-. 667.12
TOPOGRAPHIC SURVEY. 477

FEET.
Coffey Hill triangulation station, 90 feet in direct line from dwelling of J. O.

Coffey, in square top of 6 by 6 sandstone, bronze tablet stamped ‘1141

COTE UM BUS re see sece wicca eae a repo eta in eats Anteatn  enlee 1140.930
Macksburg, Longfellow Hotel, at southwest corner on west side, in face of brick

support to porch, aluminum tablet stamped “680 COLUMBUS”’..... 679.505
Macksburg, 2 miles north of; at milepost 27, at railroad bench mark....... 673.85
Dexter City, Valley Hotel, at southeast corner of, in face, southside, in foun-

dation wall, aluminum tablet stamped ‘691 COLUMBUS”’.......... 690.685

Dexter City, 1.25 miles north of; road crossing of Cleveland and Marietta
Railway, iron bridge over Duck Creek, southwest corner of, in top of
abutment wall, cross cut .......00.. 0 fcc ttt 684.02
South Olive, at corner of North Street and Center Avenue, property stone at
southwest corner of Wm. Kirkbrid, in top of, bronze tablet stamped
"604: COLUMBUS” wixzenaiseasaexaensyce each emmods ammanyeameey 693.500

South Olive, 1.25 miles north of; at milepost 30, on railroad bench mark... 695.02

CALDWELL ALONG PIKE SOUTHEAST TO ASHTON, THENCE NORTHEAST VIA FULDA,

BERNE AND JERLES TO LEWISVILLE AND RETURN TO JERLES, THENCE

SOUTH TO CREIGHTON CHURCH.
Ashton, at northwest corner of wood truss bridge over Little Creek, in founda-

tion wall, in top of sandstone, bronze tablet stamped ‘‘785 COLUM-

TU Saha sea raevahas muskets tome site By oar Sie a2 eran eaepeid Um eIR ORS Hig ea wane ened aoe 784.077
Fulda, at west entrance of German Catholic church, in top of northeast corner

of sandstone door sill, aluminum tablet stamped “1171 COLUMBUS” 1170.004
Fulda, 2 miles north of; Fulda Hill triangulation station; in top of 6 by 6

sandstone on Bates Hill, T. 6 R. 8, bronze tablet stamped ‘'1250

COLUMBUS? 22 Scien acme emt ayaa dn aaw ABA nanan isan aime eae 1249.175
Berne, (Carlisle) at northeast corner high truss iron bridge over Duck creek,
1T.6R. 8, sec. 1, bronze tablet stamped “747 COLUMBUS” ........ 746.448

T. 6 R. 7; sec. 28, 2 miles east of Berne, southeast corner of iron truss bridge

over East ork of Duck Creek, at road south, cross cut in top of abut-

MCN SONGS Aes ecinga reas Va Rke ew wh ARES eee saelgdi a Mine MN wae 804.52
Jerles, T. 6 N., R. 7 W., in face of foundation wall, on west side at northwest

corner of T. F. Jerkes dwelling house, bronze tablet stamped ‘1096

COG UMB US? siransiiate-cacie tes Sera-tian dubstep ui edcoe Bidy tase ehasae ts nh denanke lak 1095.146
Stafford, T. 6 N., R. 7 W., at southeast corner of Main and Marietta streets,

in foundation stone of J. K. Robinson’s dry goods store, in face, alumi-

num tablet stamped “1081 COLUMBUS” ........................ 1080. 398

WARNER ALONG PIKE NORTHEAST VIA HARRIETTSVILLE TO STAFFORDS.

Lower Salem, Valley Hotel, second window from east end, in top of sandstone

sill, aluminum tablet stamped ‘654 COLUMBUS” ................ 653.359
Lower Salem, 2.5 miles northeast of; T. 4 N., R. 8 W., sec. 25; at cross roads,

at northwest corner of iron bridge over East Branch of Duck creek,

in southwest corner of abutment stone, cross cut.............-.... 654.42
Kilmer, T. 5, R. 8, sec. 23, southwest corner stone covered bridge over East

Branch of Duck creek, in top of abutment, bronze tablet stamped ‘661

COLUMBUS)” aiccesn enon s chasse lee SS eae oS heme ees 2 ose 660.207
Salem, 4.75 miles northeast of; T. 5 N., R. 8 W., sec. 24, at T road north, at

southeast corner of covered bridge, south end, in top of abutment

stone, cross OU aes ait Rass eens Csiro ceeahinsavsien th Reduce hubs entugh “wr nylane we wiahgta eenleae 658.51
Salem, 6.5 miles northeast of; at T road north, south side of covered bridge
over Middle creek, in top stone of east approach, cross ............- 663.59

Harriettsville, at corner of Front and Church streets, northwest corner of

H. A. Warnecker’s general store, in face of foundation wall, on north

side, aluminum tablet stamped “672 COLUMBUS” ............... 671.436
Harriettsville, 2.5 miles northeast of; T. 5 N., R. 7 W., sec. 21, at T road

northeast, covered bridge over East Fork of Duck creek, at southeast

corner of, on abutment stone, cross cut............0 00.0 e eee eee 690.041
Harriettsville, 4.5 miles northeast of; T. 5 N., R. 7 W., sec. 23, at junction of

Cub creek, covered bridge over East Fork of Duck creek, at southeast

corner, in face of third stone from top of foundation wall, bronze tab-
let stamped 694 COLUMBUS”..... 0.0... . eee eee 693.149
478 PROGRESS REPORT

FEET,
Flag post office, T. 5 N., R. 7 W., sec. 24, (6 miles northeast of Harriettsville),
at northwest corner of wood truss bridge over Flag Creek, in top of
abutment stone, bronze tablet stamped ‘‘720 COLUMBUS”......... 719.789
HARRIETTSVILLE NORTH ALONG HIGHWAY VIA ELK Post Orrice To BERNE.
Iilk post office, T. 6 N., R. 8 W., sec. 29, on south side, in southwest corner of
post office building, in face of top of foundation stone, bronze tablet
stamped “708 COLUMBUS? aco. dseu sive oe acce ee ieee da sea aloe gales 707.462

ASHTON ALONG HIGHWAY SOUTHEAST TO HaRRIETTSVILLE.

Middlecreek, T. 6 N., R. 8 W., sec. 6, south side of southwest corner of brick
hotel of E. E. Lee, in top of first foundation stone, bronze tablet
stamped “"713 COLUMBUS? sua.22 asic lata ce aw heehee nda wae 711.960

Klondyke, 0.13 mile west of, on south side of railroad, on top of concrete
culvert; chiseled square, painted “804.5.” (B. & O. bench mark).. 804.40

Kloadyke, 0.1 mile east of, in south side of west abutment of iron bridge;
aluminum tablet stamped 8087......... 0.00. e eee eee 807.688

CALDWELL QUADRANGLE.

WHIPPLE WEST ALONG HIGHWAY TO LOWELL.

(Single spur line.)
Lowell, at east end, on north side, in top of Government lock, on Muskingum

River, aluminum tablet stamped ‘617 COLUMBUS” .............. 616.871
DUDLEY NORTHWEST ALONG CLEVELAND AND MARIETTA RAILROAD TO CALD-

WELL. ;
Dudley, 0.8 mile south of; at milepost 31, on railroad bench mark ......... 697.88

Dudley, dwelling house of Elmer Tilton, on north side at northwest corner of,
in face of foundation wall, bronze tablet stamped ‘‘705 COLUMBUS” 704.390

Dudley, 0.12 mile north of; at milepost 32, on railroad bench mark ........ ~ 706.91
Dudley, 1.25 miles north of; at milepost 33, on railroad bench mark ....... 707.04
Matron, 1.25 miles north of; at milepost 34, on railroad bench mark ....... 720.53

Caldwell, north side, at northwest corner of courthouse, Noble County, 1 foot
above ground, in face of base stone, aluminum tablet stamped ‘746
COLUMBUS”............. pdb tee eM a tah ates atasane Bayete cada ® 745.377
TOPOGRAPITIC SURVEY.

MARIETTA AND PARKERSBURG QUADRANGLES.

(Washington County.)

479

The elevations in the following list are hased upon the heights estab-
lished by the latest adjustment along the precise level lines of the U. 8
Coast and Geodetic Survey and the Corps of Engineers in the vicinity.
(Elevations on these quadrangles in West Virginia are published in an-

cther list.)

The leveling was dene in 1902 under the direction of Mr. W. N.

Morrill, topographer, by Mr. J. W. Hodges, levelman.

The standard bench marks are stamped with the letters ‘‘GRAF-

TON,’’ in addition to the figures of elevation,

MARIETTA QUADRANGLE,

Wittow Istanp, W. Va., NORTHEAST viA NEwport To BEVAN, THENCE
NORTHWEST VIA STEEL RuN TO POINT 3 MILES NORTH OF STANLEY-
VILLE, THENCE SOUTH ALONG CLEVELAND AND Marterra RatLRroapD To
Marrerra AND WILLIAMSTOWN.

Willow Island, 4 miles northeast of; 2.2 miles southwest of Newport, on south-
east pier of highway bridge over Newell’s Run, chiseled square .....
Fray, 2 miles south of Steel Run post office; southwest abutment of Bear Run
bridge over Little Muskingum River, on coping stone, bronze tablet
stamped ‘641 GRAFTON 1902” 1.0.0... eee
Dye, 3 miles southeast of; at forks of road, on south foundation of small
bridge, chiseled Square cc... ccc. 4. see Giese tae esd ee wa eaeiesd, ea alana eect sagen
Marietta, (new) courthouse, opposite post office, southeast corner in sill,
aluminum tablet stamped “616 GRAFTON 1902” .................

PARKERSBURG QUADRANGLE.

Marietra West ALONG Marietta, CoLUMBUS AND CLEVELAND RarLway TO
DunBar.

Marietta, 2 miles south of; on northeast foundation of building west of track,
Chiseled square’ scncmur avn adsuacnde na oe wank enaderths RAGE oLye Rae RANE RS
Fleming, in north foundation of Wm. Thomas Fleming dwelling; 150 feet
southeast of post office and station, bronze tablet stamped ‘‘796
GRAETON: 1902) sc cance cedar sek vac ers baum poeeREdeeae ae eee NS
Napier, in front of station; top of rail :...........0 0.000 cee eee eee

Napier station, north of track, at overhead bridge, in face of rock, bronze
tablet stamped ‘803 GRAFTON 1902”... 00. ...ccccceece ceva cece

DUNBAR SOUTH ALONG HIGHWAY VIA FittMors To Lirrite Hockine.

Dunbar, 3 miles south of; on southeast abutment of small bridge, chiseled
SQUATE: 5 acne Rut Adopts AROSE HORNET ERE MES MATAR ea EnS tar

Little Hocking; northeast corner of east pier of B. & O. S.-W. water tank
Bit Tittle HOCKING IVER 2 coe icSaesoone elasen cts! coal saeed Guic WA aadlacacae se lamminch i Ra

Little Hocking, southwest foundation of Baltimore & Ohio Railway bridge
over Little Hocking creek, chiseled square ...............-.0.00005

FEET.

606.49

640.197
642.03

615.730

628.99
796.148
801.0

802.472

747.76
626.695

623.366
480 PROGRESS REPORT

NaPIBR ALONG HIGHWAY NORTH TO Browns MILLs, THENCE EAST TO WILLOW

T'aRM, THENCE SOUTH ALONG B. & O. R. R. (ZANESVILLE BRANCH) Tu
MARIETTA.

Browns Mills post-office, 1 mile northeast of; W. J. M. Slotter’s barn, in foun-.

dation stone, near center on south side, aluminum tablet stamped
USTACG RA INT ON 1902)? eases. eissauasp easier aubeas ehelyod Gontirsvh acters ae Aaa aerayn

Browns Mills, 13.3 miles northeast of; on top of northwest abutment of cov-

ered high bridge over Rainbow creek, bronze tablet stamped ‘636
GRAFTON 1902”

FEET.

814. 202

635.893
TOPOGRAPHIC SURVEY. 481

ATHENS AND CHESTERHILL QUADRANGLES.

(Athens, Morgan and Washington Counties. )

The elevations in the following list are based upon various bench
inarks of the transcontinental precise level line of the U. 8. Coast and
Geodetic Survey, between Coolville and Zaleski, the clevation accepted
for same being the result of latest adjustment.

The leveling on the Athens and most of the Chesterhill quadrangles
was dcne in 1903 under the direction of Mr. Van H. Manning, topog-
rapher, by Messrs. William E. Earle and R. G. De Frees, levelmen; the
remainder of the work on the Chesterhill quadrangle, the line from
Browns Mill to Federal, was done in 1904 under Nr. W. UH. Griffin,
topographer. by Mr. F. W. Hughes, levelman.

The standard bench marks are stamped with the letters ‘‘Columbus”’
in addition to figures of elevation.

ATHENS QUADRANGLE,

ATHENS SOUTH ALONG IXANAWHA & MICHIGAN RAILROAD TO HEBBARDSVILLE,
THENCE ALONG HIGHWAY TO JUDSON, THENCE NORTH TO CANAANSVILLE.

FEET.
Athens, 1.25 miles west of; on southeast end of east abutment of bridge No.

157 over Hocking River, cross mark .............. 0000000000 eeu 652.33
Hebbardsville, in south stone of sandstone foundation of house of E. B. Arm-

strong, bronze tablet stamped “730 COLUMBUS”................. 730.005
Judson, in southeast corner of schoolhouse (two-story frame building), alumi-

num tablet stamped ‘745 COLUMBUS” ...................00005. 745.230
Judson, 3 miles north of; 300 feet north of Downing’s house, 100 feet south-

east of large cliff, old bridge abutment over Willow Creek, west side °

of creek, on southeast side of top stone, cross mark ................ 681.34

BINGHAMS GAP NEAR JUDSON NORTH TO I'ULTON TRIANGULATION STATION
(CHECKED FLYING LEVELS).

Fulton triangulation station; a bare hogback ridge in Lodi Township, 7 miles
southeast of Athens, on land owned by Wm. Fulton; station mark
and bench mark, a sandstone post 36 by 12 by 12 inches dressed 8
inches square on top, set 34 inches in ground, in center of top of which
is cemented a bronze triangulation tablet stamped ‘1025 COLUMBUS” 1024.1

ATHENS NORTHWEST ALONG Hockine VALLEY RAILROAD VIA CHAUNCEY TO
NELSONVILLE, THENCE ALONG HIGHWAY NORTH TO OAK GROVE SCHOOL-
HOUSE, THENCE EAST TO BUTCHELL, THENCE NORTH TO ORBISTON, THENCE
up Goose RUN AND EAST TO GLOUSTER, THENCE SOUTH TO JACKSON-

VILLE.
Athens, northwest cornerstone foundation of county courthouse; in face of,
aluminum tablet stamped ‘722 COLUMBUS” .................... 722.753
Athens, 1.2 miles northwest of; at bridge over Hocking River, on southeast
abtitiHient, SQUATE CUT wi. ccccc cus em Raed set bee Raub tee a pu 652.61
Beaumont, northwest corner of platform curb, square cut................. 659.48
Nelsonville, in FortStreet front of Central School building, bronze tablet
stamped “693 COLUMBUS” ............ 0... c cece eee eee eee eee 693.336

31—T. S.
482 PROGRESS REPORT

FEET.

Orbiston, 1.0 mile northeast of; Goose Run Coal Mine, south side of road, in

ledge of rock, bronze tablet stamped “723 COLUMBUS”........... 723.400
Dertrick postoffice, (Continental Company Mines No. 10), on doorsill of

brick store building, chiseled square............. 0.000. c cece eens 756.91
ATHENS NORTH ALONG KANAWHA AND MicuiGAN RaILROAD vIA CHAUNCEY

TO JACKSONVILLE, THENCE ALONG HIGHWAY EAST TO FEDERAL.
Armitage, 1.75 miles north of; post marked “G. B. 143”, culvert at, on east

coping: of, crosSmark i-25 nact28 dd ia ado 44 Hee ees Bo kd oes 644.78
Armitage, 4.75 miles north of; northeast corner of bridge over Hocking

River, south of Chauncey, on top stone, cross mark ............... 660.20
Chauncey, in southwest corner of brick Christian church, aluminum _ tablet

stamped. ‘679: COLUMBUS". cians verjaaes taadietastas Gabe 8 679.637
Jacksonville, in northeast stone abutment of iron railroad bridge No. 324 over

Sunday Creek, bronze tablet stamped ‘682 COLUMBUS” ......... 681.880
Trimble, 2.2 miles east of; 400 feet northeast of house, on northeast stone

abutment of bridge over creek flowing south, chiseled cross........ 749.78
ATHENS WEST ALONG BALTIMORE AND OxnIo RaILRoAD TO MARSHFIELD.
Athens, northeast side of B. & O. station, in platform, chiseled square... .. 646.57
Grosvenor, 2.1 miles west of; 0.5 mile east of Luhrig, at railroad bridge over

road, on northwest abutment, chiseled square .................--. 683.78
Marshfield, 200 feet west of station; in face of ledge of rock, bronze tablet

stamped ‘822 COLUMBUS” .......... cee cc een eee eee en eee 821.770

CHESTERHILL QUADRANGLE,

FrepERAL soutH atone M. C. & C. R. R. To AMESVILLE, THENCE ALONG

HIGHWAY TO CANAANVILLE.
Amesville, 200 feet from railroad track, brick store of Lovel, Beasley and

Totman, in top of sandstone foundation, in south end of west wall,

bronze tablet stamped “630 COLUMBUS” ..............--0 000 eee 631.057
Amesville, 1 mile south of; on Athens and Amesville pike, 150 feet northeast

of house and barn, northwest stone abutment of iron bridge

OVer Creek; CPOSS Mark: 2 in 4 seed se wk oa hals dy ON ab Giese ed Fes 637.00
Amesville, 3 miles south of; 4.5 miles north of Canaanville, on southeast stone
abutment, of new iron bridge over Dutch Creek, cross on........... 650.37

Canaanville, 0.25 mile northwest of station; southeast corner of Methodist

church facing south, in sandstone foundation, aluminum tablet

stamped “675 COLUMBUS” .....6...... cece eee e eee eee eee 675.406
GUYSVILLE ALONG HIGHWAY SOUTH viA Mitts ScHOOLHOUSE, THENCE WEST

via Otp Hut To BinaHaMs GaP 1 MILE NORTH OF JUDSON.

Guysville, southwest foundation face of house of C. C. Hulbert, bronze tab-
let stamped “652 COLUMBUS 1908” ............... 0c cece eee ee 652.154
Guysville, east end of platform, head of bolt .............. 000. e cece eee 621.18

Guysville, 3.1 miles south of; 500 feet west of Mills school, at forks of road,
in southwest foundation of road bridge over stream, bronze tablet

stamped ‘738 COLUMBUS 1908” ........ 0... c cece cece eee 737 .864
Rhodehaver’s corners, 0.5 mile south of; forks of road west on ridge to Hull,
in northwest corner of, nail in base of fence post.................4. 925.94

Rhodehaver’s corners, 1.5 miles southwest of; at forks of road 1 mile east of
Old Hull, at wooden bridge over North Branch of Shade Creek, on

northeast stone abutment, chiseled square ...........-..-..0.0.00, 767.44
Hull (old location), 0.5 mile west of; at by-road to south, on southeast foun-
dation of small bridge west of forks, chiseled square................ 800.32

CooLVILLE west across Hockine RIVER AND ALONG HIGHWAY viA DrEP
Hottow To Mitts ScHooLHOUSE 3 MILES SOUTH OF GUYSVILLE.

Deep Hollow Schoolhouse, 0.3 mile west of; at wooden bridge over Jordan Run
where road turns south, on southeast foundation, chiseled square.... 649.54
TOPOGRAPHIC SURVEY.

Mills Schoolhouse, 0.1 mile west of; on Cooiville-Guysville pike, at junction
of road from east,.on southwest abutment of bridge over stream,
SQUATSCUEHA aivet-d wa teaie none neassedentieatdsalamudbatee bah puneitashsiuneaticent ase g aye

DUNBAR ALONG HIGHWAY NORTHWEST TO CHESTERHILL, THENCE WEST TO
FEDERAL.

Bartlett, in northwest face of foundation stone of house of Lewis Knapp,
bronze tablet stamped “‘898 COLUMBUS 1908”................4.-

Coal Run wood bridge, 3 miles north of Bartlett, at northwest corner of
bridge, on abutment, square cut... 2.6.2.0... cece ee eee eee eee

Chesterhill, in northwest corner of foundation of school building, in sill, alumi-
num tablet stamped ‘995 COLUMBUS 1903”..................04.

Chesterhill, 3 miles west of; at forks of road west up hill to Joy, on northeast
foundation of bridge, over Opossum Creek, square cut.............

Calvary (Wriglestown), in northeast corner of foundation of Christian church,
aluminum tablet stamped ‘1041 COLUMBUS 1908” ..............

BROWNSVILLE WESTERLY ALONG HIGHWAY VIA DaLb To CHESTERHILL.

Dale (3 miles northwest of Wolf Creek), 4 feet south of northwest corner of
foundation of store, aluminum tablet stamped ‘'972”...............

Chesterhill, 4 miles east of; southwest corner of Tabor Christian Church, in
top stone of foundation, aluminum tablet stamped “‘948”...........

483

FEET.

738 .98

898.164
733.59
994.594
772. 04
1040.716.

971.632

948.396
484 PROGRESS REPORT

KENO, POMEROY, RAVENSWOOD, WILKESVILLE AND ZALESKI QUADRANGLES.

(Athens, Gallia, Hocking, Meigs and Vinton Counties.)

The elevations in the following list are based on the latest adjust-
ment heights of bench marks established by the U. 8. Coast and Geodetic
Survey on the transcontinental precise level line and by the Army Engi-
neers’ precise level line along the Ohio River. For additional elevations
on the Ravenswood and Keno quadrangles see West Virginia lists.

The leveling on the Ravenswood and Keno quadrangles was done in
1904 under the direction of Mv. W. J. Lloyd, topographer, by Mr. F. W.
Ilughes, levelinan, and the work on the Zaleski, Wilkesville and Pomeroy
quadrangles was done also in 1904 under the direction of Mr. W. H.
Lovell, topographer; on the Zaleski quadrangle, by Mr. E. C. Garvin,
levelman, and on the other two by Messrs. Garvin and R. 8S. Blinn, level-
men.

The standard bench marks are stamped with the legend ‘‘ADJ
1903’’ in addition to the figures of elevation.

ZALESKI QUADRANGLE.

MaRSHFIELD SOUTHWEST ALONG BALTIMORE AND OHIO RAILROAD TO ZALESKI.

FEET.
Mineral, 150 feet southwest of station; east side of street, on stone over gutter,
BQUIBT ECU ave a see sass hi vinet Sass Seneca ales Wer sanded Bee Maem AAP SEAL TE 710.27
County Line, between Athens and Vinton counties, north side of track, top
GR ILOM MORUMEDE vaca s Ga He tes haealn Ae A OAR Aa pee Ril hae 709 . 405
Moonville, 50 teet from station; south side of road, in ledge of rocks, hronze
tablet stamped 718 ADJ 19038” ......... 0000s 717.937
Zateski, in northwest corner of foundation or Fisher's store, aluminum tablet
stamped “741 ADJ 1908” ssckce24 03 ven be bes es at eagecd wey aa ye oes 741.313

Zaleski, 1 mile south of; on south abutment of Baltimore and Ohio Railroad
bridge over Raccoon Creek (U. 8. Coast and Geodetic Survey), B. M.
Nov 52, Chis@led SQuare c2.4 cccc seat de teen amnee abies dale guy e deue a 714.303

NELSONVILLE ALONG HockinGc VALLEY RarILroaD TO HAYDENVILLE AND 2
MILES NORTH OF SAME, THENCE CROSSING VIA LANE TO River Divi-
SION, THENCE SOUTH ALONG SAME VIA ORLAND TO McARTHUR.

Nelsonville, Fort Scott Central School, in foundation wall east side 3 feet

north of steps, bronze tablet stamped ‘694 ADJ 1903” ............ 693.336
Haydenville, 3 miles southeast of; railroad bridge over Hocking River, in top

stone of west abutment, north side of bridge, bronze tablet stamped

690 ADI W908 tanta tend wie unis eae teats shee eee aD oe Sorat & Woe lals 689 . 468
Haydenville, in top stone to west entrance to Methodist church, bronze tab-
let stamped ‘'710 ADJ 1908” 1.0.6.6... cece ee eee 709.755

Union Furnace, 0.3 mile north of; 600 feet west of railroad crossing, in corner

stone northeast corner of brick school, aluminum tablet stamped

COA ATVI M908 ns fe Sern baa BENS KAS OA Aes aesedrs a Ganon TSA bet Beal Gite und 723.689
Union Furnace, in southeast corner of foundation of United Brethren church,

bronze tablet stamped “759 ADJ 1903” ........-- eee eee eee eee 759.134
TOPOGRAPHIC SURVEY.

Starr, 300 feet west of; in east abutment of bridge, north end, second stone
below rails, aluminum tablet stamped “776 ADJ 1903”............
New Plymouth, in south foundation wall of vestibule entrance to Presby-
terian church, aluminum tablet stamped ‘837 ADJ 1903” ..........
Creola, 2.5 miles north of; railroad bridge No. 42, in south abutment, top
stone, east side, aluminum tablet stamped “752 ADJ 1903”........
Creola, Kirkendall’s store and postoffice, in top stone of south foundation
wall, 7 feet from east wall and front of store, bronze tablet stamped
“760 ADJ 1908” ........ Ted slahe di duseaenave wen Rana eis wierd s a keine aye Bie

ORLAND ALONG HIGHWAY NORTH TO ISLESBORO.

Isleboro, in east foundation wall Methodist church, top stone, aluminum
tablet stamped “1064 ADJ 19037 ........ 0. cee cece ee

WILKESVILLE QUADRANGLE.

McArRTHUR souTH aLonG Lirrte Hocking RaILtRroad To DUNDAS, THENCE
ALONG BALTIMORE AND OHIO RAILROAD NORTHEAST TO ZALESKI.

McArthur, in foundation wall north side of courthouse, near east end, bronze
tablet, stamped “767 ADJ 1908”... csc: d¢ ce): ene oda peepee sa oes
Dundas, junction of B. & O. R. R. and Hocking Valley R. R., 270 feet west
of station, stone culvert on B. & O. R. R., in top stone south end, east
side, bronze tablet stamped ‘‘740 ADJ 1908”..........-..--.-...45.
Dundas, 2.6 miles north of; B. & O. R. R. bridge over creek and road, in top
stone east abutment, on north side at end of bridge, aluminum tablet
stamped “707 ADJ: L90R? sciesitsmnnn ghey minigngrsigtarais cugeay seem eroas alsin sl
Exo (Vinton StTaTIon), EAST ALONG OLD Stace Roap To ALBANY.
Prattsville, in front of E. Holden’s residence, north side of road, in large
sandstone, aluminum tablet stamped “757 ADJ 1903” .............
Albany, 6.8 miles west of; W. H. Martin’s residence on south side of road, in
south foundation wall, near east corner, aluminum tablet stamped
FET OA ADT! OOS. cat eek ete = enn Sieh ig tech Gach iteabiey otek cl ecmsrtece apo er estes he hoe
Albany, 4.6 miles west of; road north, Weaver Chapel, United Brethren
church, in front and west foundation wall, aluminum tablet stamped
CTE BMNID I: L O03?? i 4 ie seres ee eer ig athe be aati vet ary he te orc Hig arta West ig oe
LANGSVILLE SOUTHWEST TO VINTON.
Alberta, postoffice, south side of foundation to schoolhouse, aluminum tab-
let: stamped: “781A DI! L908? asi cp eon aidaies hth Mine we ea Ried eh oi
Rowlesville, 600 feet west of; 100 feet south of road, in natural ledge of
rocks, aluminum tablet stamped “683 ADJ 1903” ...........0.....
VINTON NORTHWEST ALONG Hockine VALLEY RaILRoaD To DUNDAS, THENCE
SOUTHWEST ALONG BALTIMORE AND OHIo RaiLtRoap To HampEN
JUNCTION.
Alice station, near; in south foundation. to store building, aluminum tablet
stamped “708 ADJ 1903” ..ccorcwcnace bese eta gies saws peas au lee

Minerton, 300 feet north of station; in brick foundation of pump house, south -

side, aluminum tablet stamped ‘628 ADJ 1903”...................
Hawk, 1 mile south of station; north abutment railroad bridge over Raccoon
Creek, in bridge seat, aluminum tablet stamped ‘638 ADJ 1903” ...
Hawk, 1 mile north of station; in face of south portal of tunnel, aluminum
tablet stamped ‘649 ADJ 1903”... 00.0.0... eee eee eee
Oreton, in south portal of tunnel, aluminum tablet stamped ‘694 ADJ 1903”
Oreton, 3 miles north of; quarry face by railroad track, in cut, aluminum
tablet stamped ‘775 ADJ 1903”... 0... eee
Dundas, in culvert near station; aluminum tablet stamped ‘740 ADJ 1903”.

485

FEET.
776 .228
837. 200

752.020

760.159

1064. 234

766.733
740.266

706.686

757 458
703.985

775.917

781.056

683.229

708.170
628 . 230
638.590

649 .303
694. 488

775.049
740.241

.
486 PROGRESS REPORT

POMEROY QUADRANGLE.

HEBBARDSVILLE ALONG KANAWHA AND MICHIGAN RAILROAD SOUTH TO
LANGSVILLE EAST TO PommRoy.

Albany, J. H. Cline’s drug store, in east wall of foundation near south end,
aluminum tablet stamped ‘773 ADJ 1903” ............0 0-02 eee
Carpenter, 1.5 miles north of; 250 feet west of railway, white frame school-
house, in northeast corner of foundation, bronze tablet stamped ‘656
ADDS 190828 edness eee ene’y wid ees eNSh Oa N Bae ae Sey
Carpenter, wagon bridge, south end of town, 200 feet east of railway track,
in top stone of north abutment, west end, bronze tablet stamped ‘628
ADU: 1908"? ies sncoatee ares cunls dare BS Geet greed ate be aay EAN eet ee EE SE
Dyesville, wagon bridge over Leading Creek, north by west of station, in east
abutment, north end, aluminum tablet stamped ‘607 ADJ 1903’... .
Dexter, 400 feet west of K. & M. track, in east wall near north end of school-
house, aluminum tablet stamped “604 ADJ 1903” ......----...---
Langsville, 0.75 mile north of; in back wall north abutment east end, alumi-
num tablet stamped ‘587 ADJ 1903” 12.00... 0.06. c cece eee eee
Rutland, 150 feet from K. & M. station; in northwest corner of brick out-
house, bronze tablet stamped ‘575 ADJ 1903” .............2+++55
Rutland, in front of station; top of rail... ... 6.6... eee
Hobson, 2.5 miles north of; in south abutment in railroad overhead crossing
to public road, aluminum tablet stamped ‘571 ADJ 1903” .........-
Pomeroy, in northwest corner of jail, in foundation stone, 1.72 fect below

Army Engineers’ bench mark No. 249 A, aluminum tablet stamped
581 ADS L903!" oecsavar Pusey weeds g ho dios Gu ee ehh tae eb ere de secs

PoMEROY NORTH ALONG HIGHWAY TO JUDSON.
Rock Springs, opposite store building, 50 feet south of road crossing, in out-
cropping ledge of rock, aluminum tablet stamped ‘‘652 ADJ 1903”. .

Midway (Kingsbury P. O.), 400 feet north of store; on hillside in natural
ledge of rock, aluminum tablet stamped “754 ADJ 1903”...........

Darwin or Millersburg, schoolhouse, in southeast corner of foundation, alumi-
num tablet stamped “760 ADJ 1903” ..............2-.0055 hap eee a

Bungtown (Burlingham P. O.), north abutment, county bridge, square cut
UM PATAPSl La¢acaccukh A tans 26 dee AAS He Riek RELA Adee Cone ata» Mase

Pratts Fork, 0.6 mile north of; on Caseyville or Judson road, in front of house,
in outcropping ledge, aluminum tablet stamped “729 ADJ 1903”..-.
At PLeasanton. (By AtTHEens LEVELs.)

Pleasanton, in northeast corner of sandstone foundation of Methodist church,
bronze tablet stamped ‘955 COLUMBUS” ................0000008-

BUNGTOWN WEST ALONG HIGHWAY TO ALBANY.
Bungtown (Burlingham P. O.), 1.7 miles west of; at crossroads, on natural
ledge of rock, aluminum tablet stamped ‘691 ADJ 1903” ............

Woodyards, 4 miles east of Albany; at Troad on Pagetown road, 300 feet
east of white house, on parapet stone of bridge, aluminum tablet
stamped “766 ADS: 1908” ss ssscescing. nay soe ter sl eckson ube bese awed duce}

RAVENSWOOD QUADRANGLE,

POMEROY ALONG HIGHWAY SOUTHEAST TO SYRACUSE, THENCE EAST TO SPILLER.

Syracuse, public school, in southwest corner of foundation; aluminum tablet
Stamped “580, ADJ 19038” x00 okndesiancecoe thet eben wlnaudiale oar’
Crosses Mill, 1.3 miles east of; at Racine and Boshon road, 600 feet north of
crossroads, 80 feet west of center of road at watering trough, 400 feet
south of V. L. Morrison’s house, and sawmill, in bluff 10 feet north of
spring, aluminum tablet stamped ‘656 ADJ 1903”.................
Spiller P. O., 500 feet west of; on stepping stone of J. W. Bush’s residence,
aluminum tablet stamped “710 ADJ 1903” ................ 0.0205.

FELT.

773.628

655.938

627 .985
607 . 082
604.147
587.103

573.575
574.6

569.173

579.403

650.173
754.275
758.184
663.071

727.258

954.873

689.316

764.443

580.079

655.981

710.254
TOPOGRAPHIC SURVEY.
KENO QUADRANGLE.

Linz Pommroy To Jupson oF Pomeroy List.

Rock Springs, 3 miles north of; in front of Wm. Hafford’s house, in out-
cropping ledge, aluminum tablet stamped ‘681 ADJ 1903” .........

SPILLER NORTHEAST TO PoRTLAND.

Elden P. O., 290 feet south of Allen’s house, 302 feet north of road, in rock
bluff 20 feet from center of road, aluminum tablet stamped ‘663 ADJ
QB? pecs state. euteh hang esr Sits beara deacse Aes dnqudegneba teh gdigoSuhe: cubnatagdl Saaneasbin audabp sts

CooOLVILLE ALONG HIGHWAY SOUTHWEST TO TUPPERS PLAINS, THENCE WEST
to BuNGTOWN.

Coolville, station, 400 feet south of; in face of large rock, 100 feet south of
small wooden bridge, northwest side of road, aluminum tablet stamped
“603 COLUMBUS 1903” (By Chesterhill levels)...............-...
Coolville, in south side of boulder on the main street, aluminum tablet
stamped ‘694 ADJ 1903” ...... SscSea caine’ aetanteegaae Sasa wen Metin tthe
Coolville, 2.9 miles southwest of; at Bethel schoolhouse, in southwest corner
of foundation, aluminum tablet stamped ‘‘791 ADJ 1903”..........
Tuppers Plains, schoolhouse, in southeast corner of foundation aluminum
tablet stamped ‘760 ADJ 1903” ............ 000. cece ee eee
Tuppers Plains, 3.5 miles west of; at brick schoolhouse, in southeast corner
of foundation, aluminum tablet stamped ‘642 ADJ 1903” ..........
Alfred postoffice, 2.7 miles west of; 400 feet northeast of road forks, 1.25
miles east of Flora, in bluff of rock, aluminum tablet stamped ‘665
ADJ 1903) suis civea deine maes Sees Ree s BEY ges Pecans sue wate

487

PERT.

679.240

663.065

602.416
693.800
791.000
749.908
641.727

664.892
488 PROGRESS REPORT

ATITALTA, BIDWELL, GLENWOOD AND POINT PLEASANT QUADRANGLES.

(Gallia and Lawrence Counties. )

The elevations in the following list are based upon precise level line
of the U. 8. Corps of Engineers, Ohio River Survey, corrected to agree
with the 1907 adjustment.

The leveling on the Athalia and Glenwocd quadrangles and on part
of Bidwell and Point Pleasant quadrangles was done in 1904 under the
direction of Mr. W. If. Lovell, topographer, by Mr. R. 8. Blinn, level-
man,

Work on Bidwell and Point Pleasant quadrangles was also done in
W898 by Mr. KE. L. MeNair, topographer, and in 1905 under Myr. J. R.
Makin, topographer, hy Mr. George L. Gordon, levelman. .

The standard bench marks are stamped ‘‘ ADJ 1903”? in addition to
‘the figures of elevation.

BIDWELL QUADRANGLE,

At VINTON.
FEET.
Vinton, corner of Front and College Sts., in stone sill of building, aluminum
tablet stamped “612 ADJ 1908” .......0... 000. eee 612.328

OAKHILL CrossinG vIA THURMAN, Rio GRANDE AND RopNEY TO GALLIPOLIS.
Thurman schoolhouse, in foundation stone on side facing southwest, bronze

tablet stamped. “696 AP ig ck a ieig whee ate denies ches ppohe et ate dean 694.701
Rio Grande, north entrance to main bullding, Rio Grande College, at right
angle of steps, in sandstone wall, bronze tablet stamped ‘‘682 A”... 680.887

Rodney, 2 miles east of; in front door of brick house on north side of road,
belonging to R. B. Waddell, in sandstone doorsill, bronze tablet
SATCU. GAN Ae oa nrg acd herd aise bsobreeearg Gann Hoke ded 8h din dw cl eonde Man deals 670.023

Point 4 MILES west or Kyarr sourHWEST TO PINE GROVE, THENCE SOUTH TO
KERRs.

Pine Grove, 1.9 miles northeast of; iron bridge over Campaign Creek, south-
east end of northeast abutment, bridge seat, aluminum tablet stamped

“GOL ADS L908) fs se.458 +: acne aon S08 sibs patied digs se HE ede aS SRS wel Suara ees 600.770
Pine Grove, 1.1 miles south of; west side of culvert over small stream, alumi-

num tablet stamped ‘'740 ADJ 1903” 1.2.0.0... 5... 740.071
Evergreen, 1.1 miles south of; iron bridge over small run, south abutment,

east end, aluminum tablet stamped ‘603 ADJ 1903”............... 603.388

POINT PLEASANT QUADRANGLE.

GALLIPOLIS NORTH TO State Epruepric Hosprrau.

Gallipolis, Gallia County Jail, northwest corner watertable, chiseled square

GUS Si AL. precise: level Bi M2). as snd -34 wld ene diese See ston aa ae tea a he Fe 578 329
Gallipolis, Gallia County Jail, in northwest corner west face, aluminum tab-
let stamped “578 ADS 1908? io: scigeteace edie ds noeeayieaan vases 577.862

Gallipolis, 1.5 miles north of courthouse; State Epileptic Hospital grounds;
at southwest corner of women’s dining room and chapel building; in
foundation, third course of stone from pavement, bronze tablet
SGATMPOU BOG AP? ja sncaistane siadea ie Sneeee FOR AeR Bakr RAR Fed tlle BALA Seok LHS -. 604.775
TOPOGRAPHIC SURVEY.

Av MIppLeport.

Middleport, 3 story brick schoolhouse, corner 4th and Mill streets, aluminum
tablet stamped ‘580 ADJ 1908”... 0... ee

GALLIPOLIS ALONG HIGHWAY SOUTHWESTERLY TO THIVENER.

Gallipolis, 2.3 miles southwest of; on Mercerville pike, northwest wing wall of
county bridge, bronze tablet stamped “562 ADJ 1908”.............

SPILLMAN, W. Va., TO OHIO, THENCE WEST ALONG HIGHWAY VIA [XYGER TO
POINT 4 MILES WEST OF SAME.

Cheshire, Academy, northwest corner, north face of stone foundation, alumi-
num tablet stamped ‘573 ADJ 1903” ............... 0000s eee
Cheshire, 2.5 miles northwest of: west of road, west face of rock, aluminum
tablet stamped ‘573 ADJ 1903” ......0 0000000.
Kyger, 0.86 mile west of; iron bridge over Kyger Creek, top of east abutment,
south end, aluminum tablet stamped ‘597 ADJ 1903” .............
Kyger, 4 miles west of; bridge over small stream, west abutment, north end,
aluminum tablet stamped ‘707 ADJ 1903” ...................0055

KERR SOUTHEAST ALONG HIGHWAY TO GALLIPOLIS.
Mills station, railroad crossing, top of rail..........00000 00000
Mills station, 0.4 mile south of; 4 miles south of Evergreen, Little Chick-

amauga Crevk, iron bridge over, north abutment, east end, aluminum
tablet. stumped ‘567 ADJ HOO 2. bach dence eanededeeatyaindlad

GLENWOOD QUADRANGLE.

THIVENER SOUTH TO EAGLE.

Yellowstone (Thivener P. 0.), 500 feet west of blacksmith shop, south of
road, on outcropping sandstone rock, aluminum tablet stamped ‘568
MD J 1908" 2: wit amans es ise wan wd Be wd Sea CA cee aia ahs. 4 eB NO we

ATHALIA QUADRANGLE,

GALLIPOLIS ALONG HIGHWAY SOUTHWESTERLY TO PLATFORM, THENCE SOUTH-
BAST TO MILLERSPORT.

Angel, 300 yards north of store, in pedestal stone supporting bridge truss over
Bullskin Creek, aluminum tablet stamped “570 ADJ 1903”.........
Leaper, 100 feet south of store; in south abutment of bridge over Bullskin
Creek, aluminum tablet stamped “636:4DJ 1903)" sence oosnemeneey
Mercerville, in south side of store building, in stone foundation, aluminum
tablet stamped ‘768 ADJ 1903”.......0... 0.0002 c eee eee
Yoko, 3 miles south of; on Platform road, 600 feet south of road forks, south
pedestal stone of bridge over Indian Creek, aluminum tablet stamped
“OSS UAT W908! cae mhenaead ammane te Gei noe HR mee oh Bene Nie pon eb a
Platform, 3.5 miles east of north of; in curious shaped rock by roadside,
aluminum tablet stamped ‘639 ADJ 1903” .........0........0....
Platform, 50 feet north of store and postoffice, in outcropping rock, alumi-
num tablet stamped ‘‘617 ADJ 1903” ................0.2...0.00025

PLATFORM ALONG HIGHWAY WEST TO LINNVILLE, THENCE NORTH VIA ARABIA
To GALLIA.

Scottstown, 75 feet across road from postoffice, and store; in outcropping
ledge of rock, aluminum tablet stamped ‘602 ADJ 1908? sec veer nee
Linville (Willow Wood postoffice), side of hill near salt water artesian or gas
well, in outcropping rock, aluminum tablet stamped ‘618 ADJ 1903”.
Aid, 2 miles southeast of; in rock, aluminum tablet stamped “601 ADJ 1903”
Aid postoffice (Marion), 2.5 feet from southeast corner of store of T. H. Neal,
in sandstone boulder, aluminum tablet stamped ‘584 ADJ 1903”. ...
Note—The above is at 0.035 foot greater elevation than a copper bolt in
same stone, stamped ‘581 I”’ and placed there in 1897 from levels on
the Ironton quadrangle
Wilgus Mill and post-office, 0.25 mile south from; west side of forks of road,
boulder, aluminum tablet stamped ‘619 ADJ 1903” ....0......0...
Arabia, 100 feet east of store; west bridge abutment, south end of bridge scat,
aluminum tablet stamped ‘600 ADJ 1903” ........0..............
Waterloo, 100 feet east of covered bridge, south end of stone box culvert,
aluminum tablet stamped “610 ADJ 1903” .............0...00005.

489

FEET.

578.

561.

569.

566.

567.

569.

635

767.

652.
638.

616

601.

617.
600.

583.

618.
599.

130

969

3.036

000

891

960

J
or
bo

.988

403

755
757

.850

616

856
814

582

694
B84

285
490 PROGRESS REPORT

GREENUP, IRONTON, JACKSON, OAKIHILL AND SCIOTO QUADRANGLES,

(Gallia, Jackson, Lawrence and Scioto Counties.)

The elevations in the following list are based upon the 1907 adjust-
ment heights for the bench marks of the U. S. Army Engineers at Point
Pleasant, West Virginia, and Catlettsburg, Kentucky. The descriptions
are republished from Appendix to the Nineteenth Annual Report of the
Dierctor, pp. 229-242. A correction of 1.201 foot has been subtracted
from the elevations as previously published, excepting that a line, Ham-
den Junetion to Oakhill crossing, has been lowered 1.184 foot at Hamden
and 1.201 foot at Oakhill crossing, correcting intermediate points by
interpolation. The height of the U. 8. Coast and Geodetic Survey bench
mark LITT, near Hamden, found by the adjustment of that line, was not
accepted on account of additional connection made in 1904, showing
bench mark to have been disturbed, probably by reconstruction of
bridge.

The leveling was done in 1897-8, under the direction of Mr. Hersey
Munroe, topographer, mostly by Mr. E. L. MeNair, levelman. (Mr. Gil-
lett did some work on the Ironton quadrangle.)

Those bench marks which were set in 1897 were stamped with the
letter ‘‘T,’’ referring to Ironton datum. Those set in 1898 were stamped
with the letter ‘‘A,’’ referring to Athens, of the transcontinental line.
The elevations stamped on the former datum were mostly 2 feet low, and
on the latter 1 foot too high.

JACKSON QUADRANGLE.

Hamprn JUNCTION SOUTH ALONG BaLTIMORE AND OHIO SOUTHWESTERN

RariLroap TO BERLIN.

FEET.

Hamden station, 0.5 mile east of; bench mark LIII of U. 8. Coast and Geodet-

ic Survey’s transcontinental line of precise levels, Baltimore and Ohio

Southwestern Railroad, on coping of a small drain or culvert, cut...... 705.481
Wellston, First National Bank building, on southwest corner of Broadway

and Ohio Avenue, in foundation stone, left corner of entrance to,

bronze tablet stamped Te Aes a a Beet wieteeh Ricen ETAL IRE sete Solio s 729.575

Bertin soutH ALONG CINCINNATI, HamILTon AND Dayton RaILway TO
MapIson.

Burris station, 2000 feet west of; 10 feet north of east and west highway, in
sandstone ledge, bronze tablet stamped ‘'702 A” ..............000. 701.156
TOPOGRAPITIC SURVEY.

OAKHILL QUADRANGLE.

MADISON SOUTH ALONG CINCINNATI, HAMILTON AND Dayton Railway TO
GALLIA, THENCE SOUTHWEST TO QOLIVE FURNACE, THENCE ALONG
HIGHWAY NORTHWEST TO Hatn’s CREEK.

Madison station, 575 teet north of; in rock cut on curve about 8 feet west of
center of Cincinnati, Hamilton and Dayton Railway, near south end
of cut, bronze tablet stamped “688 A” ..... 6.6. e eee eee eee

Oakhill, Madison Township; 25 feet west of Cincinnati, Hamilton and Dayton
Railroad, 15 feet north of highway, at Oakhill crossing, iron post
stamped. OOD Ys pick Sa each aed heleas Okla eae eals We ANA RR aR aE

Gallia, store and postoffice, northwest corner of Doildine, between doors of

postoffice and telegraph office, north side of building, 19 feet from
northwest corner, in sandstone watertable, bronze tablet stamped
GDC cpa edie Batt cco teso canine toes arene Gigs SGNS Ae Mae ASR OE AS TAU S

Greenfield, sec. 31, on land of Lloyd heirs, 1200 feet from house of Mrs.
Jenkins, in sandstone ledge in field, copper bolt stamped “‘884 [’”....

Hatr’s Creek NorTH To MaBEr.

Esther P. O., 1.4 miles northeast of; 1.9 miles northeast of Monroe station
on Baltimore and Ohio Southwestern Railway, in northern half of
northeast quarter section 29, Jefferson Township; 140 feet east of high-

way, 0.25 mile north of water tank on coal railway, in face of sand-
stone ledge, bronze tablet stamped “803 I” ............-.6.+000 005

Mazer west To Brusurork or Litrie Scioto River.

Mabee, 4.5 miles west of; schoolhouse, district No. 12, Madison Township,
120 feet northwesterly from; 225 feet east of road, 75 feet higher than
road, in sandstone ledge of hillside, bronze tablet taniped “678 1’.

MaBeEg via GRAHAMSVILLE AND CamBa TO CLAY.

Camba, 4.3 miles west of; “Freedman Church,” Franklin ional between
the two front doors, set horizontally in center of foundation stone,
bronze tablet stamped ‘789 I? 2... ee eee

Clay, 0.75 miles east of; on road to Madison Furnace, district schoolhouse

No. 3, Madison Township, i in foundation stone under southwest corner,
bronze tablet stamped 745 a daa ax ee eae oe da hae thos Rha lane

At Hate’s CREEK.

Hale’s Creek, station and postoffice; on north side of road about 0.25 mile
west of; on land of Mrs. Gertrude Kuhner, 64 feet above level of road,
in extreme west end of perpendicular sandstone bluff about 50 feet
high, copper bolt stamped “714.77 ..... 6... 6. cece eee eee

SCIOTO QUADRANGLE.

Haue’s CREEK SOUTHWEST VIA SOUTH WEBSTER AND Wait TO SCIOTOVILLE.
Scioto Furnace station, 1900 feet southwest of; on side hill in partly wooded
lot of Scioto Furnace Company, 125 feet south of and 30 feet higher
than road, in sandstone boulder, copper bolt stamped ‘647 I”......

Sciotoville, front doorway of two-story brick schoolhouse, in face of stone
doorsill, bronze tablet stamped 546 I” ..........--. 0. eee eee eee

ScriorovitLE NorkTH viA Harerisonvitte (Scioto P. O.) TO Fuar (Now
SrocKDALn).

Harrison Township, 0.5 mile south of top of hill op re John Niner’s home,
in sandstone ledge 8 feet east of center of road (road in narrow ravine),
copper bolt stamped “788 1.0.0... 00. eee

Harrisonville (Scioto P. O.), southwest corner of Knights of Pythias two-
story building, in sandstone foundation under, west side of street,
bronze tablet stamped “654 1? 2.0.6.6... eee ee

Scioto P. O., 4.6 miles north of; on main pike, Madison Township, sec. 8, in
sandstone foundation under southwest corner of Baptist church,
bronze tablet stamped “665 1? 11... cee eeee ee

491

FELT.

686

697.

659.
886.

804.

679

741

747.

715.

649.

548. €

789.

656.

321

851

276

472

.856

757

574

985
492 PROGRESS REPORT

STOCKDALE EAST TO GRAHAMSVILLE.
FEET.

Stockdale, in front of residence of E. V. Samson, north side of street, in

stoae lamp and hitching post, bronze tablet stamped “732 1” ....... 734.020
Stockdale, 5.25 miles east of; on road to Grahamsville, 375 feet west of road

crossing and small bridge over stream, Scioto Township, 7 feet north

of center of road, in sloping face of sandstone ledge, bronze tablet

stamped, “642.1 Sey crete coy wegen nas Seb ERS Magee Gee eee vee 643.991

GREENUP QUADRANGLE,

ScIOTOVILLE SOUTHEAST TO WHEELERSBURG-
Wheelersburg, in foundation sandstone under southwest corner of Baptist
church, bronze tablet stamped “56117 ......... 0.5.00 eee eee 562.766

WHEELERSBURG EAST TOWARD CHAFFINS MILLs.
Whceelersburg, 3.2 miles east of; Porter Township, in rear of district school-
house No. 7, 90 feet in rear and in a line with side of same, copper
bolt, Stamped, 684 ean. i558 whiny sb abso Sule ede cubed gin hualagyaet wad in Wd 586.677

WHEELERSBURG SOUTH TO HAVERHILL.
Wheelersburg, 2 miles south of; Pine Creek, at southwest corner of large iron

bridge across: on freestone foundation, chiseled square with cross in

fee phase « |Persail) a ee Ss a cen s curate oS pnd parr eae tay een ake aati ace 531.43
Haverhill, 1.6 miles northwest of; 8 feet north of north gatepost, entrance

to Joshua Oakes and Son’s Drain Tile and Red Brick Factory, in

Green Township, Scioto County, 2.5 feet west of fence line on west of

road, on top of iron post stamped “546 [”? ..............00..0000. 548.726

HAVERHILL EASTWARD TO OLD OnIo FuRNACE.
Haverhill, 3.2 miles northeast of; 500 feet back of brick store, 35 fect south
of road, in sandstone ledge, copper bolt stamped “619 ]”........... 621.130

 

HAVERHILL SOUTHEAST TO IRONTON.
Haverhill, 1.6 miles southeast of; on stone monument Lawrence and Scioto

Counties, northeast side of road, about 300 feet southeast of brick

house on southwest side of road, chiseled square................... (548.05
Hanging Rock, 2.6 miles northwest of; brick church (Ohio Baptist 1864), in

front of front door, in southeast corner of top step of three stone

steps. corner bolt stamped “551 T’ ..........0...02..002002 000000 553.086

IRONTON QUADRANGLE,

IRoNTON EAST TO Rock CAMP, THENCE NORTHEAST TO AID.

Ironton, northwest corner of Fourth and Railroad streets, in southeast corner
of Memorial Hall and Public Library, bronze tablet stamped ‘“
a oh ha HS AGO 2 Ea ROTHER OS Seales BE See Ree eee EGS oH 546.177

Hecla Turnace, on foundation stone of smokestack, copper bolt stamped
OOM As? ch ba able eand Ane ie vay bok way Packed wn Mee ned Ak Non G irautes- eh Baoan h neh 606.109

Rock Camp, Perry Township, 100 feet northeast of Union Hall, in stone
abutment of bridge over Crazy Creek, copper bolt stamped “601 T’.. 603.383

 

AID NORTHERLY VIA ARABIA TO SHERRITTS, THENCE WEST TO CAMPBELL.
T.4.N., R.17 W., about 3 miles southwest of Arabia, 1035 feet west of bridge
over Symmes Creek, in large sandstone boulder, 15 feet long, copper
bolestarn ped S620 Ts. o5 of. tava .ah oh schoanc tts ant hub Santer odaeeten ada tees 623.818
Sherritts, 0.75 mile north of; south bank of Johns Creek, 430 feet south-
easterly from wooden truss bridge over, on land of H. J. Wiseman, in
sandstone ledge, copper bolt stamped “614 I’ ............... wee 616.332
CAMPBELL SOUTH VIA CULBERTSON TO HrEcta.
Campbell, 0.38 mile southwest of; at northeast corner of small wooden bridge,
in sandstone foundation, copper bolt stamped “687 T’ ............. 689 . 267
Pedro P. O., 0.25 mile southwesterly of; 15 feet east of road, in solid sand-
stone ledge, copper bolt stamped “622 1? .....-...... 00. c eee eee eee 624.706
TOPOGRAPHIC SURVEY. 493

CHILLICOTHE, LAURELVILLE AND WAVERLY QUADRANGLES.
(Hocking, Jackson, Pickaway, Pike, Ross and Vinton Counties.)

The elevations in the following list are based upon the latest adjust-
ment. For additional elevations on these quadrangles refer to precise
level lines Chillicothe to Portsmouth and Chillicothe to Columbus of the
Geological Survey and the transcontinental precise line by the U. 8.
Coast and Geodetic Survey.

The leveling on the Chillicothe quadrangle was begun in 1905 under
Mr. W. H. Griffin, topographer, by Mr. R. P. Thompson, levelman. The
leveling on Laurelville and on part of Chillicothe quadrangles was done
in 1906 under Mr. C. W. Gocdlove, topographer, by Mr. H. W. Peabody,
levelman. The leveling on Waverly and on part of Chillicothe quad-
rangle was done in 1906 under Mr. C. H. Birdseye, topographer, by Mr.
R. C. Seitz, levelman.

The standard bench marks are stamped with figures of elevation.

CHILLICOTHE QUADRANGLE.

CHILLICOTHE NORTHWARD ALONG HIGHWAY VIA DELANO To KINGsTON.
FEET.
Chillicothe, on norta side of steps of the front entrance of courthouse, on ped-
estal of lamp post, cut marked “Q. B. M. U.S.C. & G.S. Aug. 5, 1879” 638,001

Delano station, in northeast corner of top of concrete bridge over small

stream of the Scioto Valley Traction line, at east side of National Pike,

south side of Poor House Lane, 1000 feet west of Delano station on

N. & W.R. R., aluminum tablet stamped “694” .................. 693 .952
Kingston, in watertable southwest corner of south face of Kingston hotel, at

northeast corner of Main and Pickaway streets, aluminum tablet

Stamped wi se 452 beg segues Suse xewuce cigs sex sms des Sooe Age anas 796 .483
Kingston, 1000 feet north of station, in top stone of south abutment of high-

way bridge on National Pike road at Kingston, bronze tablet stamped

“774 1899” (by precise level line) ............. 60 cece eee eee ees 774. 067

KINGSTON EAST ALONG HIGHWAY TO WHISTLER, THENCE SOUTH TO HALLs-
VILLE, THENCE WEST TO KKINNIKINNICK.

Kingston, 2.54 miles east of; at northwest corner of iron highway bridge,

400 feet east of road north, on top of round iron post ............-- 750.45
Whistler, in southwest corner south face of foundation wall of Cumberland
Presbyterian church, aluminum tablet stamped “836”.............. 836.059

Hallsville, in east face of foundation wall, 10 feet north of southeast corner
of 8. H. Clark’s brick store at northeast corner of 3 corners, aluminum
tabletstamped “S41 cc sen ens nek tea chiteutn re wes nm sh ke dewlroe 841.134

WHISTLER EAST ALONG HIGHWAY TO ADELPHI.

Whistler, 3.71 miles east of; on northeast abutment, iron highway bridge over
Salt Creek, 200 feet west of road running north and south, chiseled
SQUATS: soy ssis.duerd be erny San keds SHEAR GAT ARE Renee LIE ew ES gS 760.47

CHILLICOTHE SOUTHEAST ALONG BALTIMORE AND OHIO RAILROAD TO Vico.

Chillicothe, 4 miles southeast of; on B. & O. R. R. in top of main pier at
southeast corner of overhead crossing bridge, aluminum tablet stamped
COD TOG aes ele seas a” eae aie a SbssR cards fn SP diac ncloneetin Soh ERED Sotirseeh SO bee de ow dense 623 . 252
Schooley, southeast corner of station building, in east face, aluminum tablet
stamped “658-1906” sen229 execs nares axes Se ces um teh gabawes Rees 654.805
494 PROGRESS REPORT

VIGO NORTHEAST ALONG HIGHWAY TO Cox.

Londonderry (Gillespieville P. O.), northwest corner of crossroads in south
face of brick store, aluminum tablet stamped ‘686”............----
Londonderry (Gillespieville P. O.), about 150 feet north of northeast corner
of crossroads, 126 feet northeast of Radcliffe general store, in top of
sandstone post, aluminum tablet stamped ‘‘Prim. Trav. Sta. No. 11”.
Londonderry, 2.7 mi. N. E. of; S. W. corner Friends’ church on N. E. corner
of road fork to N., in S. E. foundation, aluminum tablet stamped
B2G TOO? i 2d Guistting argh tue heeded aszune Mane. tule wan ertu lar duace eek Foes he SESS EE

ADELPHI WEST ALONG HIGHWAY TO HALLSVILLE.

Adelphi, 2.05 miles southwest of; at southeast corner of three corners of road
to south, 100 feet southeast ot Rose’s house, spike in root of locust tree
(Note: A tablet should be established from this.) ‘905” ...-......

Near RENICK SOUTH ALONG HIGHWAY TO WALLER.

Waller, west side of road, 200 feet south of T road east, in lot, iron post
stamped “Prim. Trav. Sta. No. 15, 6297... 0.0... cee cee

HALLSVILLE SOUTH ALONG HIGHWAY TO BRIDGE 4 MILES EAST OF CHILLICOTHE.

Hallsville, 3.0 miles south of; at southeast corner of crossroads, northeast
corner of Pleasant View church, in east face, aluminum tablet stamped
TOD 906 sa ok wins eeseae-s Bee a Oe Pe SNS He ee AP ae Beles

Charleston, (1 mile north of Tucson P. O.), southwest side of town, at road
forks, in southeast corner of bridge over Walnut Creek, in bridge seat,
aluminum tablet stamped ‘'730-1906” .........--.6 00020 eee eee eee

Mooresville, southeast corner of iron bridge over Walnut Creek, in bridge
seat, aluminum tablet stamped ‘680-1906”...............-0.0.0 0

LAURELVILLE QUADRANGLE.

Cox NORTH ALONG HIGHWAY TO ADELPHI.

Cox, 1.5 miles east of; 0.5 mile east of Pike Run bridge, southwest corner of
iron bridge over Salt Creek, about 0.2 miles east of road fork, in bridge
seat, aluminum tablet stamped “631-1906” ..............-------.

Jimtown (Pike Run P. O.), northeast corner of small iron bridge over Pike
Run, in top abutment stone, aluminum tablet stamped ‘668-1906” ..

Pike Run, 3.0 miles north of; northeast corner of Thomas Pritchard’s yard, in
stone post, aluminum tablet stamped ‘Prim. Trav. Sta. No. 10” 791-
DQG ees. ssa Becca ensd. oan ahs eee 8s dinea d 805k sin Baar bugs doe sb ld aise ae wD carey Mg TE Ree

Teightner, southwest corner United Brethren church in south face, aluminum
tablet stamped 1140-1906”) 66... eee eee

Adelphi, northeast corner of I. O. O. F. and postoffice building, on Main St.,
in watertable, aluminunf tablet stamped “838”....................

WAVERLY QUADRANGLE.

WAVERLY NORTH ALONG HIGHWAY WALLER.

Waverly, in courthouse yard; southwest corner, iron post stamped “Prim.
‘Trav: Staz No: 16; 590" vose' ooo aie genes oeeare ag mark goat en ae ew oes

Alma, bridge over Crooked Creek, west abutment, north wing, aluminum tab-
letistamped “620” .csnci5 sescegse genes genes MES E ae wae by eee oe

Waller, 2.90 miles south of; 235 feet north of T road west, east end of culvert,
aluminum tablet stamped ‘813”................ I cde k died aise oars eee

STocKDALE NORTH TO BEAVER, THENCE west atone D, T. & I. R. R. To
NEAR GLEN JEAN JUNCTION.

Robins station, 0.4 mile south of: in northeast corner church yard at Beaver
Chapel, iron post stamped ‘‘Prim. Trav. Sta. No. 18 656 OHIO”. ._

Givens, 0.5 mile west of station; stone culvert, top of, aluminum tablet
Sta Ped. “GHG Yona cscs madame hada ee Nas See a ee Ss oe Lea

bd

FEET.

685 .973
684.385

626 .184

904.67

628 .644

791.669

729 .933

679.554

630.636
668.198

791.422
1139895
837.780

589.382
619 .290
812.752

656 . 123

658 . 190
TOPOGRAPHIC SURVEY.

OMEGA SOUTHEASTERLY TO CARR’s RUN, THENCE SOUTH TO RoBins SraTION.

Omega, 2 miles south and 2 miles east of; cornerstone separating property of
Andrew Harris and Colwine Cotton, top of, east side road, Carrs Run
Methodist church (colored), aluminum tablet stamped ‘‘601”........

Robins, 4.20 miles north ot; southeast corner of foundation of schoolhouse,
district No. 17, west side of road on Carrs Run, aluminum tablet
SERN POO iss teens crease Guinticdan Na Aalies asputin lhciesln ana ane tdpaus Seauanbeng tus

RoBINS SOUTHWEST TO GERMANY AND RETURN.
Germany, in stone foundation under southwest corner of German Lutheran
church, bronze tablet stamped ‘675 [7 ........... 0.00. e cece eee
Near BEAVER EAST ALONG HIGHWAY TO GLADE, THENCE NORTH ALONG HIGH-
WAY TO Vico.
Beaver station, in front of; top of rail 2.0.6... eee
Beaver, public school building, southwest corner of foundation, large sand-
stone block, aluminum tablet stamped “691” .....................
Glade, 435 feet south of station; east side of road in wood lot, iron post
stamped ‘‘Prim. Trav. Sta. No. 20, 687” .......... 000-2 e cece eee
Glade, 3.80 miles north of; 200 feet west of Bethel Church, sandstone outcrop,
halfway between fences, aluminum tablet stamped “‘985”...........
Limerick, in southwest corner of lot of T. J. Beatty, near iron bridge, iron
post stamped ‘‘Prim. Trav. Sta. No. 19, 6338” ..................00..
Limerick, 3.6 miles north of; east end of culvert, 300 feet south of house west
side of road, aluminum tablet stamped “612”....................,
Vigo, 2.7 miles south: east pedestal overhead bridge, south arch, north face,
B. & O. R. R., 1000 feet east of Junction with C. H. & D. R. R., alumi-
num tablet stamped “605” ............0 002 e cee eee eee
Vigo, in base stone at southeast corner of A.C. Yoakum’s brick house north
side of road, 50 feet east of B. & O. R. R., aluminum tablet stamped
SG? sas maniis rpc teases BA RISReR GG REO RE ete RN w a uae Ail dotuadrs Geel saphena aot

495

FEET.

600.469

691 .443

677.189

664.69

690.724
686 . 862
985.103
632.512

611.477

605 . 262

616.604
496 PROGRESS REPORT

EAST AND WEST COLUMBUS QUADRANGLES.

(Fairfield, Franklin, Licking and Pickaway Counties.)

The elevations in the following lists are based upon an aluminum
tablet in Columbus Courthouse stamped ‘°778 COLUMBUS,” the eleva-
tion of which is now accepted as 777.601 feet abcve mean sea level. This
height is derived by the 1907 adjustment of a line of precise levels run
in 1905-6 from Chillicothe to Uhrichsville. (For additional elevations
refer to precise leveling.)

The leveling was done in 1899 under the general direction of Mr.
TIersey Munroe, topographer, by Ar. W. F. Hammond, levelman.

Standard bench marks are stamped with the letters **COLUMBUS”’
in addition to the figures of elevation.

EAST COLUMBUS QUADRANGLE,

DUVALL NORTH ALONG ROAD VIA LOCKBOURNE TO COLUMBUS.
FEET,

Lockbourne, in top of south pier west end of Norfolk and Western Railway

bridge over Ohio Canal, aluminum tablet stamped ‘716 COLUMBUS ~

SOO re enna haan e dat (Wnt ad tauadldcnadt dieu gules & aemraon teat nescaninae 715.619
Shadeville, 1.5 miles north of; on Spangler Hill, 500 feet east of road, iron post

set as triangulation point, stamped ‘817 COLUMBUS 1899”........ 816.691
Columbus, in northwest corner of court house, below corner stone, aluminum

tablet stamped “778 COLUMBUS 1899” .................20202-.- 777.601
Columbus, City bench mark on watertable at northwest corner of State

Capitol (city datum elevation 780-630) .............22..20.-2..00-5 780.400

SoutH CoLUMBUS SOUTHEAST TO BAKER Hitu. SINGLE Seur LIne.

South Columbus, 2.5 miles southeast of; Baker Hill, triangulation .station,
iron post stamped “819 COLUMBUS 1899” ..................00-. 818 .604

CoLUMBUS EAST TO REYNOLDSBURG, THENCE SOUTH TO MARCY, THENCE WEST
To DUVALL.

Columbus, 3 miles east of; main bridge over Alum Creek, in top of south wing

wall of west abutment, aluminum tablet stamped “760 COLUMBUS

SOO stesso cumeines A Gy Mear at ets d e hte hese MON Ae tity Fie Rated 2 tree wah a. Petite Gd I 760.035
Reynoldsburg, bridge over Black Lick Creek, in second step of south wing,

west abutment, aluminum tablet stamped “863 COLUMBUS 1899”... 862.703
Canal Winchester, 0.5 mile south of; north abutment of highway bridge over

Little Walnut, in east end of bridge seat, aluminum tablet stamped

758 COLUMBUS, PRO sesh se csica v- Sie set orks Sacbanie ole sce 4 eu A cee 757 .850
Lithopolis, 1.5 miles east of; on county line road, in west wing, south abut-

ment of small highway bridge, aluminum tablet stamped ‘888

COLUMBUS 1899" ..c0i0hasnaed hace Ane ingagiGiaka pons waaeaad 888 .560

Duvall, 2.5 miles east of; in west end of north abutment of bridge over Little
Walnut Creek, aluminum tablet stamped “711 COLUMBUS 1899”... 711.443
TOPOGRAPHIC SURVEY.

WEST COLUMBUS QUADRANGLE.

CoLUMBUS WEST ALONG NATIONAL PIKE TO DarBy CREEK, THENCE SOUTH TO
GEORGESVILLE, THENCE EAST VIA GROVE CrTry TO SPANGLER HILL.

Columbus, 3 miles west of; 1 mile northeast of Camp Chase, 400 feet north
of Cleveland, Cincinnati, Chicago & St. Louis R. R., in top of west
parapet wall of arch culvert, on Sullivan Pike, aluminum tablet
stamped “788 COLUMBUS TSOOU ohne ee ene ne Ale oe

West Beouy 1.75 miles east of; in first step of north wing east abutment

bridge over Big Darby Creek, aluminum tablet stamped “869
COLUMBUS 1800) se oesi eaiawe we Her he ibys Male Rite Uuceaunee ek aes

Grove City, 4.5 miles west of; on bridge seat southeast corner of 10 foot
bridge; chisel mares .s¢csctes tiwrg sited auntie sdee Gane tain Sane anes ay keen
Grove City, 4.5 miles east of; on southwest end of parapet wall southwest
corner of bridge over Scioto River, chisel mark ...................
Grove Crry NORTHEAST TO COLUMBUS.

Urbancrest, (South Base); West Columbus sheet, 900 feet southwest of sta-
tion, 280 feet west of railroad, in limestone post, bronze triangulation
tablet stamped “836 COLUMBUS 1899” ............ 2.0 e eee

Briggsdale, 0.5 mile north of; on land of H. C. Detweiler, ‘“North Base”’ tri-
angulation station, west of electric road and south of highway, in top
of limestone post, bronze tablet stamped ‘762 COLUMBUS” .......

GEORGESVILLE souTH TO DARBY, THENCE EAST TO CoMMERCIAL Pornt,
THENCE NORTH TO GROVE CIty.

Harrisburg, 3 miles north of; in west end of bridge seat, north abutment,
bridge over Darby Creek, aluminum tablet stamped ‘813 COLUMBUS
PRO sels desist ts osncvaltar es bigs, ise, Gumnsrclictin aire evasion lala een aye. ake ahistolionstat tea eral

Harrisburg, 4 miles west of; southwest corner of Franklin County, common
corner to Pickaway and Madison Counties, in stone corner post, alumi-
num tablet stamped ‘933 COLUMBUS 1899” ....................

Darby, 0.5 mile southeast of; west corner of small iron bridge, in bridge seat,
aluminum tablet stamped ‘903 COLUMBUS 1899” ...............

Commercial Point, in watertable at southwest corner of school building,
aluminum tablet stamped ‘792 COLUMBUS 1899”................

32—T. S.

497

FEET,

788 .494

868.965
887 .58
706.26

836.211

762.386

812.840

933.165
903 .330
792.066
498 - PROGRESS REPORT

CIRCLEVILLE, FRAZEYSBURG, FREDERICKTOWN, GRANVILLE, LANCASTER, LO-
GAN, NEWARK, NEW LEXINGTON, THORNVILLE, THURSTON, AND ZANES-
VILLE QUADRANGLES.

(Athens, Coshocton, Fairfield, Hocking, Knox, Licking, Muskingum and
Perry Counties.) :

The elevations in the following list are based upon the latest adjust-
ment and depend principally upon precise line Columbus to Uhrichs-
ville. Refer to the latter line for additional elevations on Thornville,
Thurston and Zanesville quadrangles.

The leveling was done in 1907 under Mr. J. H. Jennings, geog-
rapher, by various levelmen as follows: by W. H. Monahan on Frazeys-
burg, Newark, Granville, Zanesville, Thornville, New Lexington and Lo-
gan; by E. G. Bibee on Frazeysburg, Zanesville and New Lexington; by
C. H. ‘Burns on Newark, Thornville, Thurston, Logan and Lancaster and
Circleville; by R. C. Seitz on Newark, Granville and Fredericktown, and
by I. M. Flocker on Newark, Granville and Thurston.

The standard bench marks are stamped with figures of elevation.

FRAZEYSBURG QUADRANGLE,

DILLON NORTHWEST ALONG BALTIMORE AND OHIO RAILROAD TO TOBOSO.

FEET.

Dillon, 3.6 miles west of; on northeast abutment of railroad bridge over

creek, aluminum tablet stamped “726”...........0 00... cee eee eee 726.287
Nashport, in front of station; top of rail at road crossing ................. 758.2
Nashport, 0.01 mile west of; on south abutment of concrete culvert, south

side of track, aluminum tablet stamped 758” .................... 757 .453
Toboso, on southeast corner of depot platform, aluminum tablet stamped

PSU cimeln 2 a aii aaus Be na age wekama wan abiran Dey oe Ce UAE VSS Oke EY 780.020
Toboso, in front of station; top of rail.......... 0... cece eee ee eee 778.7
NASHPORT SOUTHWEST TO COTTAGEHILL.
Cottagehill, 0.2 mile south of; in south abutment, east side of small bridge,

aluminum tablet stamped “877” ....... 0... eee eee 876.920

NEWARK QUADRANGLE,

Union STATION EAST ALONG BALTIMORE AND Onto RaILRoAD AND PENN-

SYLVANIA RaILROAD TO HANOVER.
Newark, on east side of courthouse, in stone step, aluminum tablet stamped

CDG eet etasn \ outta ok clan Aa EA og eitbirea ne abe tree Ate. Shc eee RO 836.037
Newark, 2.4 miles east of; in sandstone abutment of iron bridge on south

side of road at forks to north and south, on south of blacksmith shop,

aluminum tablet stamped “820” ....... 6... eee eee 819.445
Clay Lick, in sandstone abutment of county bridge over canal, on west side of
road and south side of trolley, aluminum tablet stamped ‘‘790”...... 789.982

Hanover, southwest corner of bridge, in sandstone abutment, aluminum tab-
let stamped "7842? 2 pep cgart s xlerpeil nea entnadetnannioghe Raat aon enn HU ee 783.651
TOPOGRAPHIC SURVEY.

Hanover, in front of P. C. C. & St. L. R. R. station; top of south rail......

NEWARK SOUTH ALONG BALTIMORE AND OHIO RAILROAD 3 MILES.
Newark, 2.8 miles south of; in sandstone abutment on southeast corner of
railroad bridge, aluminum tablet stamped “844” .............-0005
NEWARK NORTH ALONG BALTIMORE AND OnIO RAILROAD TO UTica.
Newark, 3.3 miles north of; large brick house on east side and 100 feet from
road, in sandstone foundation, aluminum tablet stamped ‘887”.....
St. Louisville, 2.8 miles south of; on east side of road and east side of rail-
road, 60 feet from road, in sandstone post, aluminum tablet stamped
BBQs cea doa wale hia case aonuce ie dcsian sa Sok alec hosue: aeepndudne eek oer gMee ALO Mae hint ahs
St. Louisville, 0.4 miles north of: in sandstone abutment of old covered bridge,
in southwest corner of bridge, aluminum tablet stamped “907”’......
Utica, on south end of City Hall building, in sandstone doorstep, aluminum
tablet stamped. “966” 2..6c0csnnsdacmueeeaehia cleus thee haa eee «
HANOVER NORTH ALONG HIGHWAY TO LONGRUN, THENCE WESTERLY AND
NORTHWEST TO Utica.
Hanover, 2.6 miles north of; in sandstone culvert on west side of road, alumi-
num tablet stamped “813” ...... 0... eee
Hanover, 6.5 miles north of; road fork on west, in sandstone abutment of
county bridge over Rocky Fork, aluminum tablet stamped “854”...
Hanover, 10.0 miles north of; in southeast corner of bridge, in sandstone
abutment of old covered bridge, aluminum tablet stamped “‘879”’....
Purity, in concrete doorstoop of town hall, aluminum ‘tablet stamped “1173”
Purity, 1 mile north and 1.5 miles west of; private house on northeast corner
of crossroads, in sandstone doorstoop, aluminum tablet stamped “1107”
Purity, 1 mile north and 4.5 miles west of; schoolhouse on north side of road,
in sandstone foundation, aluminum tablet stamped “1098” .........
CLAYLICK SOUTHEAST ALONG BALTIMORE AND OHIO RarLRoap To Toroso.
Claylick, in front of station; top of rail ........... 0... e cece cece eee
Toboso, 2.70 miles west of; on northeast abutment of iron bridge over creek,
north side of track, aluminum tablet stamped “776” ..............
CLAYLICK SOUTH ALONG HIGHWAY 3.7 MILES.

Claylick, 4.0 miles south of; in south part of grounds of Boodle Schoolhouse,
57 feet south of southwest corner, iron post stamped “Prim. Trav.
StawNOS44a?’ ccc tautnn ation eae weateahle Vek Me Male aee Be eae econ ee cee

GRANVILLE QUADRANGLE.

CENTRAL CITY NORTHWEST ALONG TOLEDO AND OuIo CENTRAL RAILROAD TO
Croton.
Granville, 0.4 mile east of; milepost T 18 T 130, 60 feet east of; cross on end
of vertical rail in center of track............ 0006. c ccc eee eee
Granville, Doane Academy, in retaining wall at window northeast corner,
aluminum tablet stamped “1083”.......... 0.000. c cece eee eee
Granville, Science Hall, in window sill north side, second floor, aluminum
tablet:stamped 1102"). ec onic saa Kee ee wee eeGae pad de nes dee weeds
Granville, in front of station; top of rail ........ 0... eee
Clemmons, in front of station; top of rail.......................2222008.
Clemmons, 80 feet east of; 2.82 miles northwest of Granville, in base stone
5 at southwest corner of water tank, aluminum tablet stamped “925”. .
Alexandria, in front of station; top of rail .............. 0... eee eee
Alexandria, 0.4 mile northwest of; highway crossing, small iron bridge about
200 feet south of railroad, south abutment, west end, aluminum tablet
Stamped "959" «2c iniep nen daediinniawed ater itade eer yee sees
Johnstown, City Hall, in watertable 4 feet west of main entrance, aluminum
tablet stamped “1160” ......... cece eect c center een e eens

844.232

886.759

881.722
906.255

965.800

812.666
853.358

878.807
1173 .003

1106.506
1098.010

785.4

776.040

886.535

907.76
1082 .332

1101.440
910.5
924.5

924.331
956.6
958 .779

1159 .621
500 PROGRESS REPORT

Croton, 2.01 mile south of; 1360 feet west of Toledo and Ohio Central Railroad,
southwest corner of crossroads in concrete fence post, aluminum
tablet stamiped. 1185" osc saaisie yw cad Sivas ean anede as neues aalaiecn aie ae

Croton, 500 feet northeast of public square, arch masonry culvert, coping
stone on west end, aluminum tablet stamped “1139”...............
GRANVILLE NORTH ALONG HIGHWAY TO Homer.

Granville, 2.8 miles northwest of; on northwest wing wall of concrete culvert
across highway, top of, aluminum tablet stamped “1061”...........

Granville, 6.7 miles northwest of; on southwest abutment of iron bridge
y across highway, aluminum tablet stamped “1110” .................

Granville, 8.7 miles northwest of; on top of west wing wall of concrete culvert,
250 feet south of a house on left of highway, aluminum tanlet stamped
VI aeaesa x dy goa <g Chard aaeeese ecg eh Oa 4 SAVER ORS Rees

Granville, 11.8 miles northwest of; on northwest abutment of iron bridge over
creek, top of, near forks of road, aluminum tablet stamped ‘1012”..

New Way EAST TO FREEDONIA.

Freedonia, in west part of schoolhouse yard, 122.6 feet northwest of north-
west corner of schoolhouse, iron post stamped “Prim. Trav. Sta. No.37”

Ar Union Station.

Union Station, 0.75 mile south of; at cross roads, in southeast corner of Ira
Shoneman’s field, iron post stamped ‘Prim. Trav. Sta. No. 36”.....

PATASKALA NORTH ALONG HIGHWAY TO JOHNSTOWN.

Pataskala, 2.8 miles north of; on southeast abutment of iron bridge over
creek, top of, alumi um tablet stamped 1050” ................4..

Jersey, 0.7 mile northwest of; on southwest corner or abutment of highway
bridge at forks of road, aluminum tablet stamped “1101”...........

Jersey, 4.1 miles northwest of; on northwest corner of stone culvert across
highway, aluminum tablet stamped 1188” ................ Lea a

FREDERICKTOWN QUADRANGLE,

CROTON EASTERLY viA Lock To Homer.

Lock, 1.62 miles west of; covered bridge over creek on county line, west
abutment, north end of bridge seat, aluminum tablet stamped “1118”

Lock, 2.04 miles east of; 200 feet west of crossroads, coping at south end of
culvert, aluminum tablet stamped “1067” ..........--.-.......0004

Homer, in northwest part of public school grounds, 78 feet north of northwest
corner of schoolhouse, iron post stamped ‘‘Prim. Trav. Sta. No. 38”

THORNVILLE QUADRANGLE.

GLENFORD NORTH ALONG HIGHWAY TO POINT 3.7 MILES SOUTH OF CLAYLICK.

Brownsville, 2.8 miles southwest of; in northeast corner of bridge, in sand-
stone abutment, aluminum tablet stamped “863” .................

Pe in sandstone foundation of hotel, aluminum tablet stamped

THORNVILLE NORTH ALONG BALTIMORE AND OHIO RAILROAD TO A POINT 2.8
MILES SOUTH OF NEWARK.

Thornville, in front of station; top of rail at road crossing ................

Thornville, 3.4 miles north of; 150 feet west of railroad, in northeast corner
of schoolhouse, aluminum tablet stamped “972”...................

Thornville, 7.2 miles north of; in stone doorstep north end of schoolhouse on
east side of railroad, 150 feet from track, aluminum tablet stamped
Bee Facet vB teen a sand auser da nvana k$s Aosta Sales Gane ah nse a mes ABN aoe one Mie: Siney See ia ape

New SALEM SOUTHEAST ALONG HIGHWAY TO RUSHVILLE, THENCE EAST TO
SoMERSET,

New Salem, 1 mile south and 2 miles east of; 200 feet east of road fork to
south, 30 feet north of road, in sandstone foundation of barn, alumi-
num tablet_stamped ‘1076” ............- petseee sea e ee eee ee

FEET.

1185.131
1139.197

1060 .374

1110.207

1170.912
1011.407

1247 .000
949 .167

1049 .988
1100.356
1187 .907

1117 .333
1066 .944.

1008 .893

862.753

950.978

897.1

971.412

895.241

1076.109
TOPOGRAPITIC SURVEY.

New Salem, 3.86 miles southeast of; in sandstone coping of arch on east side
of road and 1064 feet north of road crossing on west, aluminum tablet
stamped, 938)? iz ai. 36 23 ate-cae satus aia dase sos Seve Ritesnnm ae Ores aR Ra

Rushville, on southwest corner of street crossing, in northeast corner of Linn-
ville hotel, aluminum tablet stamped “1053”.....-...--- e+e eae eres

Rushville, 2.5 miles east of; 2 miles north of Axlon at crossroads, in southeast
corner of John Love's farm, 45.6 feet southwest of southwest corner of
Thos. Griffin’s residence, iron post stamped ‘Prim. Trav. Sta. No. 51”

Rushville, 5.30 miles northeast of; on northeast abutment of stone culvert,
aluminum tablet stamped MO 7G le cae tee ents anda

Guass Rock soUTH ALONG BaLTIMORE AND OHIO RaILROAD TO CARTHON.
Glass Rock, in front of station; top of rail .......---.0- 0 eee e eee eee eee
Chalfants station, 33 feet northeast of center of road crossing, in southwest
corner ot field of N. 8. Axline, iron post stamped “Prim. Trav. Sta.
NO: 92! vigstsns acted sie ncere Wh cae btpe dashed odes eo mieteGe amlehe ace kena ws
Chalfants, road crossing, top of rail ......... 00. c eee eee ee eee eee
Somerset, on Reform church, south side of Main Street near front entrance,
aluminum tablet stamped “1091” .... 2... cece eee
Wellen, in front of station; top of rail 2.0.6.2... ee ce cee eee

THURSTON QUADRANGLE,

UNION STATION WEST ALONG BALTIMORE AND OHTO RAILROAD TO PATASKALA,
THENCE SOUTH ALONG HIGHWAY TO HaRLEY’s STATION.
Outville, 260 feet south of station; in coping stone of small bridge, aluminum
tablet stamped: “1070” 1 sdeedasae os eee peated een eae ans ee vee ee ee
Pataskala, 1.5 miles east of; northwest of road crossing about 60 feet north
of track, in southeast corner of field of Edward Condit, iron post
stamped “Prim. Trav. Sta. No. 357 J... eee ee eee
Pataskala, in front of station; top of rail ........ 66.6. e cece ee
Etna, in northeast corner of Methodist church, aluminum tablet stamped
PEM GG i wats Soe sernta etch stestoocese waitaste cde ne I rt AIR stare taetT aah Ge achte esas cep tn oe
Etna, 3 miles south of; in foundation of John Weaver’s barn, aluminum tab-
let: stamped! 1008" cies paca Sednv ed Senceees a8 eels Meee Renee
Ritter schoolhouse, 400 feet north of; southwest corner of abutment of small
_iron bridge, aluminum tablet stamped ‘880”.................5.00.

Union STATION SOUTH ALONG HIGHWAY TO THURSTON.
Union Station, 2 miles south of; in foundation of small house of 8. Buckman,
500 feet west of road, aluminum tablet stamped 1006” ...........
Luray, at German Lutheran church, in doorstep, aluminum tablet stamped
TO Dey eikieeateticaare sates ape a air a eth eed anh ait ast hans attasl slacdancit beat iviest on Migieaein ane
Millersport, northeast of bridge, in south part of lot owned by Pence and
Swisher, 47 feet due east of east rail of T. & O. C. R. R., iron post
stamped ‘Prim. Trav. Sta. No. 46”. .........00 065 c cece cece eee
THURSTON SOUTH ALONG HIGHWAY TO POINT 3.0 MILES SOUTH OF PLEASANT-
VILLE, THENCE WEST TO NEAR CARROLL, THENCE NORTH TO HARLEY
STaTION.
Thurston, 2.5 miles south by 1.3 miles east from; in southwest corner of
bridge, in sandstone abutment, aluminum tablet stamped “885”....
Pleasantville, 3.14 miles south of; in brick wall of schoolhouse on east side
of road at crossroads, aluminum tablet stamped “1027” ............
Dumontville, in sandstone coping of stone culvert on east side of pike, alumi-
num tablet stamped “1008” ........ 6... e cece eee eens
Dumontville, 1.74 miles west of; road on north, in sandstone abutment of
highway bridge, aluminum tablet stamped ‘886”..................
Carroll, southeast corner of bridge over canal, in sandstone wing wall, alumi-
num tablet stamped “836” «0.0.00... cece ec ees
Carroll, 2.55 miles north of; road fork on east, northeast corner of bridge, in
sandstone abutment, aluminum tablet stamped OSLO aide k eatte eae aint

501

FEET.

937 .636
1053 .051

999.108
972.486

831.0
850.732
843.8

1091.197
870.9

1069 .850

1030. 228
1005.9

1069.378
1002.704
879 .550

1005.516
924.879

911.517

885.277
1027 .237
1008 . 156

886.302

836.169

810.600
502 PROGRESS REPORT
LOGAN QUADRANGLE.

RUSHVILLE SOUTH ALONG TOLEDO AND OnIo CENTRAL RAILROAD TO BREMEN,
THENCE EAST ALONG CINCINNATI AND MusxKincuM VALLEY RaILRoAD

To JUNCTION CITY, THENCE NORTH ALONG BALTIMORE AND Onto RAIL-
ROAD TO CARTHON. : ;

Rushville, 2.3 miles south of; on stone abutment of culvert, west side of ral-
road, aluminum tablet stamped “821” ........0 0... c eee cee eee

Bremen school building, on front doorstep, 5 feet from tread of steps, north
side of door, aluminum tablet stamped “800” ..............--5505°

Bremen, in front of C. & M. V. R. R. station; top of rail.............--++-

Bremen, 3.95 miles east of; on north abutment of stone culvert, north side
of railroad, aluminum tablet stamped “813”

McElroy, in front of station; top of rail... 0.0... eee
McElroy, 0.73 mile north of; on northeast abutment of iron bridge at cross-
roads, 50 feet east of railroad, aluminum tablet stamped “830”... .- -
BREMEN WEST ALONG CINCINNATI AND MuskiIncuM RaILroap To New BERNE.
Bremen, 1.8 miles west of; in sandstone abutment of railroad bridge, road
crossing 100 feet east of bridge, northeast corner of bridge, aluminum
tablet: stamped. ‘8037.5. .cssci cies sue suns eeuiere ce eug a gine ee MELEE Ba Be
BREMEN SOUTH ALONG HIGHWAY AND Hockine VALLEY RaILRoAD TO LoGan,

Bremen, 2.96 miles south of; on stone foundation of ‘Joseph Bochs”’ stable,
281 feet north of forks of road, aluminum tablet stamped ‘991”....

Bremen, 5.5 miles south by 0.75 miles east of; on stone foundation of
“Christ Kunklers’’ stable, aluminum tablet stamped “1038” ........

Bremen, 7.0 miles south by 2.0 miles east of; on stone foundation of bridge,
southeast corner of, aluminum tablet stamped ‘838”..............-

Logan, 2.5 miles north of; at forks ot road, southwest corner of foundation
of bridge, on stone, aluminum tablet stamped “743” .............-
Logan, on northwest corner of courthouse, in watertable near end of portico,
1 foot from front face, aluminum tablet stamped ‘'741” ............

BRISTOL SOUTH ALONG BALTIMORE AND OHIO RAILROAD AND HIGHWAY TO
ORRVILLE, THENCE WEST ALONG Hockina VALLEY RAILROAD TO WEBB
Summrir.

Dixie, in front of station; top of rail... 2.6.2... ees
Dixie, on stone foundation of the “Upson Coal Mining Company’s store,”’
south side of, aluminum tablet stamped “861” .................005

Dixie, 4.20 miles south of; northeast corner of iron bridge, on stone abutment,
aluminum tablet stamped “749” ...... 0.0... eee eee

Orville, in front of station; top of rail 0.0.0.0... eee eee
New Gore, road crossing; top of rail at station ..............-5-0 ese e eee

New Gore, on stone foundation of iron bridge, southeast corner of, 200 feet
north of station; 100 feet east of forks of road, aluminum tablet
Blamped “TOS oo .csae here iny meted dene 2 Gee RAM MO MaRS acted ss

New Gore, 3.65 miles west of; 135 feet north of track, at road crossing, on
southwest abutment of iron bridge, aluminum tablet stamped “760”.

Webb Summit, in front of station; top of rail... 6.02.6... eee eee eee eee
ORVILLE souTH ALONG HocKkING VALLEY RAILROAD AND HIGHWAY TO PoInT
6.4 MILES SOUTHEAST OF LoGaN.

Kachelmacher, 730 feet east of; in west abutment, north side of iron bridge,
aluminum tablet stamped “704” ..... 0.0... eee eee ee eee

Kachelmacher, 2.31 miles southwest of; in stone doorstep of schoolhouse,
aluminum tablet stamped 792” ....... 00.0 eee cette tenet eee ee
ENTERPRISE SOUTHEAST ALONG Hockina VALLEY RaILRoaD TO HAYDENVILLE.

Enterprise, at station; 50 feet west of track, in sandstone platform of large
store, aluminum tablet stamped “749” ......... 0-60 sees eee eee eee

Logan, in front of station; top of rail..... 60.606. e eee eee eee eee

FEET.
821.071

800.151
799.6

812.461
827.9

829.595

802.384

991.047
1037 .502
837 .327
742.796

740.345

858.4
860.834

748.711
730.6
761.6
768 .033

759 .492
788.4

703.905

791.154

748 644
727.3
TOPOGRAPHIC SURVEY.

Logan, 4.10 miles southeast of; on north abutment of stone culvert across
a highway, 244 feet north of railroad and 125 feet southwest of a house
on north side of road, aluminum tablet stamped “719”.............

LANCASTER QUADRANGLE.

NEAR PLEASANTVILLE SOUTHWEST ALONG HIGHWAY TO LANCASTER, THENCE
NORTHWEST ALONG HockiIne VaLLey RarLRroap To CARROLL.
Pleasantville, 5.41 miles southwest of; 60 feet from road fork on west, on west

side of road, in sandstone foundation of schoolhouse, aluminum tablet
stamped “O85 sc tchyis dose Sip atelue elahengsnd Sd ew pinaton's aottywearisch wee Ws
Lancaster, west side of city post-office, in sandstone coping to stoop of, alumi-
num tablet stamped “844” 20... 6. eee
Hooker, 350 feet northwest of station; on north side of road near southeast
corner of field of Mike Vase, 29 feet southwest of southwest corner of
house, iron post stamped ‘‘Prim. Trav. Sta. No. 48”.............4..
Hooker, 3 miles west of; west of crossroads, in east part of field owned by
Jacob Bookmon, near apple tree, on top of steep bank, iron post
stamped “Prim. Trav. Sta. No. 49” ........... ohne Man Ae

LANCASTER EAST ALONG CINCINNATI AND Muskincum VALLEY RaILRoAD TO
New BErne. 3

Lancaster, 3.3 miles east of; in sandstone abutment of small wooden culvert
on north side of railroad, 30 feet from track at crossing, aluminum
tablet stamped: “832 «jaca dostien sug cla'h- mone Bercdae ee unrdceas deae teh Sia nana ee

LANCASTER SOUTHEAST ALONG HockiIna VALLEY RaILRoaD TO ENTERPRISE.
Lancaster, 4.22 miles south of; northeast corner of railroad bridge, in sand-
stone abutment, aluminum tablet stamped “791”..................
Sugar Grove, 0.19 mile south of; northeast corner of Hocking Valley bridge,
in sandstone abutment, aluminum tablet stamped “767” ...........

Rockbridge, in stone stoop of schoolhouse, aluminum tablet stamped 753”

LANCASTER SOUTHWEST ALONG CINCINNATI AND MuskKINGUM VALLEY RaIz-
ROAD TO AMANDA.

Lancaster, 3.58 miles southwest of; in northwest corner of bridge, in sand-
stone abutment, aluminum tablet stamped “958”.............. asus

Lancaster, 6.42 miles southwest of; 600 feet northeast of road crossing, on
north side of track on top of stone culvert, aluminum tablet stamped
BQO Peitentesctutes wn tus nts Ailiande a ermnan tania a SoS acta steele BRAN ai a Ge as ote ne le

Lancaster, 8.23 miles southwest of; on north side of railroad, in sandstone
abutment, chisel mark oi... cece onde bar ea bee eet ne ected

Amanda, in front of station; top of rail.............. 0.
Amanda, 1.25 miles northeast of ............. 000 eee e eee cee eee eee ee

Amanda, 0.75 miles east of; on east side of pike at fork to west, south of cul-
vert, iron post stamped “Prim. Trav. Sta. No. 7”...............00.

ENTERPRISE WEST ALONG HIGHWAY TO POINT 3.8 MILES WEST OF BUENA VISTA,
THENCE NORTH TO AMANDA.

Enterprise, 3.0 miles south by 3.3 miles west of; 60 feet from road fork on
south, on south side of road, in sandstone foundation of large barn,
aluminum tablet stamped “1070” ........... 0. cece eee eee

Enterprise, 3.8 miles south by 6 5 miles west of; road fork on north, in north-
east corner of small wooden bridge, in sandstone abutment, aluminum
tablet stamped); ‘834” --ccccieue cadeeeses Coeds wees Sy ree SAS euleS

Enterprise, 4.5 miles south by 8.0 miles west of; 2020 feet north of road forks,
on west side of road, in sandstone abutment of iron bridge, aluminum
tablet.stamped “812” ica nnr pears ceed anes peaey ee tee eRe EAT ao

Buena Vista, in sandstone wing wall of iron bridge, aluminum tablet stamped
MOSS wie Win ne Be anak she Regs aw. babies Baan eye alae Mace ke

Buena’ Vista, 3.8 miles west by 3 miles north of; in sandstone foundation of
house of Samuel Harvey 220 feet west of road fork on east, aluminum
tablet stamped “1099” 2.0... eee

FEET.

718.345

984.433
844.269

836 .376

1021 .203

832.257

790.782

766 .637
752.393

957 .372

995.548

918.537
916.4
919.00

941 .064

1069. 587

833 .702

811.873

886 .862

1098 .760
504 PROGRESS REPORT

FEET.
Amanda, 1 mile southeast of; B. M. 941 2.0... 00. ce eee

Amanda, 2.69 miles southeast of; at road fork on southwest, in abutment,
northwest corner of small bridge, aluminum tablet stamped ‘860’... 859.530

Near BuENA VISTA TO POINT 3.8 MILES WEST BY 0.7 MILE SOUTH OF.

Buena Vista, 3.8 miles west by 0.7 mile south of: in sandstone abutment of

small wooden bridge over mouth of small run on west, aluminum tab-
let stamped 888" sos secs tenga erocended pega asi soy ain votes ue OP 887 .682

CIRCLEVILLE QUADRANGLE,

Point SOUTHWEST OF BUENA VISTA SOUTHWEST VIA. STRINGTOWN TO ADELPHI.

Stringtown, southwest corner of Wm. Ballard’s pasture, in sandstone post, -
aluminum tablet stamped ‘‘Prim. Trav. Sta. No. 9” 821”.......-.. 821.041
TOPOGRAPTITC SURVEY. 505

CARDINGTON, DELAWARE, DUBLIN, MARYSVILLE, RICHWOOD AND WESTERVILLE
QUADRANGLES.

(Delaware, Franklin, Madison, Marion, Morrow and Union Counties.)

The elevations in the following list are based on an aluminum tablet
in the Courthouse at Columbus, Ohio, marked ‘‘778 COLUMBUS.’’ The
elevation of this is now accepted as 777.601 feet above mean sea level.

The leveling on the Dublin, Marysville and Westerville quadrangles
was done under the direction of Mr. Wm. H. Griffin, topographer, in
1901 and 1902 respectively, hy Mr. GC. H. Birdseye, levelman.

The leveling on the Cardington, Delaware and Richwood quad-
rangles was done in 1901 under the direction of Mr. Basil Duke, topog-
rapher, by Mr. Carleton McRae, levelman.

All standard bench marks dependent on this datum are stamped
with the letters ‘‘COh,’’ ‘‘COLS”’ or ‘‘C,’’ respectively in addition to’
the figures of elevation.

DUBLIN QUADRANGLE.

CoLUMBUS NORTHWEST TO DUBLIN, THENCE EAST TO WORTHINGTON, THENCE
SOUTH TO CoLUMBUS. (DOUBLE CIRCUIT.)

FEET.

Dublin, 5.5 miles south of; west end of south approach wall on east side of

Tishinger bridge over Scioto River, chiseled square................ 762.04
Dublin, at west end of steel bridge over Scioto River, in south stone wall,

bronze tablet stamped “805 Col” ......... 0.006. eee eee 805.592
Worthington, on south side of Grammar school building, in arch of founda-

tion, over cellar window, aluminum tablet stamped ‘884 C’”’........ 884.353
CoLUMBUS NORTHWEST TO HILLIARD, THENCE NORTH TO DUBLIN.
Hilliard, 2 miles south by 0.2 mile east of; at cross pikes, northwest corner of

stone culvert, chiseled cross... .......50 000 cect eee eee eee 932.09.
Hilliard, high school building, in south end of lower step, chiseled cross...... 936.80
Dublin, 3 miles west by 1 mile south of; on northeast abutment of bridge, 200

feet south of schoolhouse, chiseled cross .-...... 000-05 s sence eens 921.93
DUBLIN NORTHWESTERLY ALONG PIKES TO NEW CALIFORNIA, THENCE NORTH-

EAST TO Bette PoIntT, RETURNING THENCE VIA WaTKINS TO New

CALIFORNIA.
New California, in southwest corner of foundation of Jerome Township high

school, aluminum tablet stamped ‘993 Col” ..............0000000. 993.842
Watkins, 1.5 miles north of; in top of southwest abutment to covered bridge,

bronze tablet stamped 926 COL” ........... 06606 c eee eee 926.565
Brie PoInT EASTERLY ALONG HIGHWAYS TO STRATFORD, THENCE SOUTHERLY

ALONG HIGHWAY VIA GREGORY TO WORTHINGTON.
Belle Point, in northwest abutment to bridge over Mill Creek, in top stone,

bronze tablet stamped ‘'863 COL” ...... 0.0... 863.599
Gregory, 0.5 mile east of; in southwest corner of foundation of brick school-

house, in subdivision No. 7, aluminum tablet stamped “949”........ 949.5 79
Worthington, 3.2 miles north of; High Street and road east, on Delaware and

Franklin county line, stone 0.0.0... 0 00000 913.48

Dusuin west To KILevitteE. (KILEVILLE SOUTHERLY TO COVERED BRIDGE
OVER DarBY CREEK, THENCE EASTERLY TO HILLIARD.)

Kile, 1.0 mile east of; Union and Franklin county line, 50 feet east of inter-
section of post road and free pike, middle of arrow on county line stone 944.09

Kile, road crossing at station; top of rail...... 0.2... eee cece eee eee 950.4
506 PROGRESS REPORT
MARYSVILLE QUADRANGLE.

Hayden, 3.4 miles southwest of; in southeast abutment of covered bridge over
Darby Creek, aluminum tablet stamped ‘899 COL”................

WESTERVILLE QUADRANGLE.

East CoLUMBUS ALONG CASSIDY FREE PIKE AND NORTH ALONG SUNBURY PIKE
via Park MiILLs To POINT 3.7 MILES NORTH OF LATTER, THENCE EAST
ALONG SUNBURY PIKE TO New ALBANY.

Parks Mills, covered bridge over Alum Creek, southeast abutment, 4th step
from top, bronze tablet stamped “773 COLUMBUS”..............-

New Albany schoolhouse, in northeast corner stone of foundation north side,
aluminum tablet stamped ‘{1033 COLS”.................0 0c eee

New ALBANY EAST 1.7 MILES, THENCE SOUTH ALONG PUBLIC ROADS VIA OAK-
LAND CoRNERS TO REYNOLDSBURG.

Haven Corners, 1 mile east of; at crossroads in east wall of foundation of
brick schoolhouse, bronze tablet stamped ‘'1022 COL”’............--

Parks MILLS NORTH ALONG PUBLIC ROADS VIA WESTERVILLE AND AFRICA
To GREGORY.

Westerville, Association Hall, Otterbein University, on northeast corner, in
top stone of foundation, aluminum tablet stamped “859 COL’”’.......

*Africa, 0.25 mile west of; iron bridge over Alum Creek, east abutment, in top
stone of south wing wall, bronze tablet stamped ‘831 COLS”........

GREGORY EAST ALONG PUBLIC ROADS VIA RoME AND SUNBURY TO VAN VALLEY,
THENCE SOUTH TO New ALBANY.

Sunbury, City Hall; on northeast corner; in foundation, aluminum tablet
stamped: “970 ‘COLS”: gus canes axastavecdhecs Ouse Se soiaewe ae ess

Van Valley, 0.1 mile south of; schoolhouse, at northwest corner, in top stone

of foundation, aluminum tablet stamped ‘1061 COLS”’............. ;

Center Village, schoolhouse, subdivision 6, on northeast corner of foundation,
in top of corner stone, bronze tablet stamped ‘1068 COLS”’..........

DELAWARE QUADRANGLE.

DELAWARE NORTH ALONG HIGHWAY ON EAST SIDE OF RIVER TO WaTER HI,
THENCE EAST ALONG HIGHWAY TO ASHLEY.

Delaware, courthouse, on slab in front of statue, chisel mark_........... Sas

Delaware City Hall, on northwest steps of; bronze tablet stamped ‘‘870C’’...

Delaware, 7.75 miles north of; in stone on west side of entrance to Marl-
borough church, bronze tablet stamped “924 C”..................,

DELAWARE (2 MILES NORTH OF) NORTH TO TROY CHAPEL, WEST TO RADNOR
PIKE AND souTH TO Monrerr Hari, DELAwaRz.

Delaware, 5 miles north of; Troy Chapel, in stone entrance to, bronze tablet
stamped “942 OP un coeus chen DA mateo nme DA tad wy Ope waRees Be

DELAWARE ALONG HIGHWAY WEST TO Scioto RIVER, THENCE NORTH ALONG
WEST SIDE OF SAME AND EAST TO NORTON, THENCE VIA TROYTON TO
TROY SCHOOLHOUSE.

Delaware, 5.25 miles west of; in north side of west abutment to bridge on
Marysville pike, bronze tablet stamped “8710”... 00.2... 0c eee

WaARRENSBURG WEST ON BokrEs CREEK TO NEAR COUNTY LINE, THENCE NORTH
to PROSPECT.

Lybrand post-office, 1 mile north of; on culvert 100 yards west of school-
house, aluminum tablet stamped CLR Oe cic em eps Ghd. hel AH se

Mariporoucnw CuurcH west To RADNOR, THENCE NORTH TO PROSPECT,
THENCE BAST VIA WALDO TO WINDFALL CHURCH AND SOUTH TO WaTER
Hitt.

Radnor Township Hall, near top step of; bronze tablet stamped ‘937 C’”....

FEET.

899 . 229

773.554

1033 .845

1022 .453

860.472

833. 642

970.757
1062 .045

1068.721

895.584
871.491,

925.470

942.909

871.822

929.107

938.091

*This bench mark was reset) in 1908 by H. O. Cove, county surveyor, at 1.48 feet higher level,

making its elevation 833.642, as here published.
TOPOGRAPITIC SURVEY.

Prospect, in west step of city hall, aluminum tablet stamped ‘908 C”.......

Waldo, 2.5 miles northeast of; steel bridge over Olentangy River, north wing
of east abutment, bronze tablet stamped “940 C”...............4..

RICIIWOOD QUADRANGLE,

PROSPECT WEST AND NORTH TO WOODLAND, THENCE EAST AND SOUTH TO
PROSPECT.
Woodland, in stone entrance to schoolhouse, bronze tablet stamped ‘‘948 C’’.

CARDINGTON QUADRANGLE.

DELAWARE EAST ALONG BowTOWN PIKE 4 MILES, RETURNING VIA SUNBURY
PIKE.

Delaware, 4.5 miles east of; on Sunbury pike, north side of east abutment of
steel culvert bridge, bronze tablet stamped ‘897 C”.............54-

DELAWARE NORTHEAST vis LronsaRDSBURG TO ASHLEY.

Leonardsburg, on stone steps of warehouse, bronze tablet stamped ‘971 C’’..

507

FEET.
909.725

941.213

949.673

898 .020

972.506
508 PROGRESS REPORT

PUT-IN-BAY QUADRANGLE.
(Ottawa County.)

The elevations in the following list are based upon the assumption
that the elevation of Lake Erie at Put-In-Bay August 29, 1901, was
571.7 feet above mean sea level in accord with the elevation at Cleveland
by the 1907 adjustment.

The leveling was done in 1901 under the direction of Mr. Nat Tyler,
topographer, by Mr. A. F. Freundburg, levelman.

FEET.
Put-In-Bay, South Bass Island, at north corner of Hotel Victory, in founda-
tion 1.6 feet above ground, aluminum tablet stamped “648”......... 642.000
Middle Bass Island, in center of foundation on club grounds, west of pavilion;
northeast corner of square Stone.....- 6... cece eee eee tenes 589.29
North Bass Island, west of post-office, at church, at northeast corner of T
road; highest point of limestone boulder...........-.--.++++eeeeee 595.06
Sugar Island, on bottom of capstan near south dock; cross..............45: 576.27

Rattlesnake Island, 3 feet from northwest corner of stone addition to solitary
frame house, cross 2.6 feet above ground..............05- sss eeeeee 587 .26
TOPOGRAPHIC SURVEY. 509

MAUMEE BAY, OAK HARBOR AND TOLEDO QUADRANGLES.

(Lucas, Ottawa and Wood Counties.) ’

The elevations in the following list are dependent on bench mark
‘“W’?’ established by the United States Coast and Geodetic Survey in
1899 at Toledo, Ohio, from a line starting at Gibraltar, Michigan, and
running south to Cincinnati, Ohio. The bench mark is a copper bolt
placed in the west side of the Government building at Toledo, 15
feet. south of the south side of entrance, on the south face of pilaster
angle, and lettered ‘‘U. S. C. & G. 8.,’’ the elevation of which by the
1907 adjustment is 603.888 feet above mean sea level.

The descriptions were published before in the appendix to the 21st
annual report, but the elevations have been corrected mostly by addition
of 0.805 foot. A bench mark in Michigan on Toledo quadrangle is given
in another list. A connection obtained in 1907 near Monclova necessi-
tated correction to bench marks near Monclova and Holland.

The leveling was done in 1899 by Mr. Dean Halford, levelman, un-
der the direction of Mr. Chas. E. Cooke, topographer.

The standard bench marks are stamped ‘‘TOLEDO” in addition to
figures of elevation, which are mostly 1 foot low.

TOLEDO QUADRANGLE.

FEET.
T.958., R. 7 E., sec. 1, 0.6 mile north of Alexis; 0.1 mile south of Michigan-

Ohio boundry, 1200 feet north of Drouillards Hotel, in face of culvert

on west side of Toledo and Detroit pike, bronze tablet stamped ‘586

OTD OP 8 eee kets ac cst a Diecnan a enh od raved Boe oe RETEST Dae pie eer s 586.592

Sylvania, 0.25 mile east of; on Monroe St., on east center of top tier of north
abutment of culvert over north fork of Tenmile Creek, bronze tablet
stamped “TOLEDO 639” ©2000... 0. cece eee 640.016

Air Line Junction, 2 miles west of; (Twelvemile Reservation), T. 3, Sec. 8,

in southeast quarter of; 0.5 mile south of Lake Shore and Michigan

Southern Railroad, on stone pike, 0.3 mile east of crossroads, in top tier

of center slot of culvert at south side of road, bronze tablet stamped

“POLED O:624? bid ocsaaesels cist entsgnaas sadon anda ons. ah MNCS Dit ye eens 625.164
Monclova, 2 miles south of; (Twelvemile Reservation), T. 1, sec. 7, center of;

on road 0.75 mile south of Wabash Railroad, on top of pier at west end

of north abutment of bridge over branch, bronze tablet stamped ‘639

TOLEDO” (Recovered in 1907.) 1.00... 0. ec eee ene 641.011

Reset in 1908 by Joseph Hofman, Surveyor of Lucas County.
Holland, 0.2 mile south of station; in T. 2, sec. 15, (Twelvemile Reserva-

tion), on top tier at west end of north pier abutment of bridge over

Wolf Creek, bronze tablet stamped “TOLEDO 617”................ 617.782
Lime City, T. 4, sec. 14, (Twelvemile Reservation), opposite schoolhouse, in

northwest corner of foundation of church, bronze tablet stamped

“SPO edO G47 ios anesscacé qua ahs ties ah Paiste els. argh ne bre eed i Lie nvnacaese apts coiees 648.044
Perrysburg, 1 mile south of; in T. 4 E., sec. 7, (Twelvemile Reservation), in

top tier at east end of south pier abutment of bridge over Grassy Creek,

bronze tablet stamped ‘636 TOLEDO”...............0......000. 636 .620
Walbridge, 1 mile west of; north end of west pier abutment of bridge over

Cedar Creek, bronze tablet stamped “TOLEDO 619”............... 619 .496
510 PROGRESS REPORT

MAUMEE BAY QUADRANGLE.

Walbridge, 0.5 mile north of; in face of north pier abutment of bridge over
Cedar Creek, bronze tablet stamped “TOLEDO 614”...............

T.958., R.8E., sec. 26, in center of; 2.5 miles east of Ironville: 2 miles north-
west of Momeneetown, northwest corner of T. roads, in front of Sayer’s
house; in slab of culvert, bronze tablet stamped “TOLEDO 587”.....
Curtice, 1 mile south of; in west end of south pier of abutment of bridge over
Crane Creek, bronze tablet stamped “596 TOLEDO”...............

Genoa, 1 mile west of; at northwest corner of crossroads, on stone road, at
northeast corner of culvert, bronze tablet stamped “TOLEDO 626”...
Genoa, 5.75 miles west of; 2 miles east of Stony Ridge, on stone pike in south
foundation of D. F. Mann’s residence, bronze tablet stamped ‘“TO-
MET) © 1G BAS escelec cen cacti Rico Me eee ean estes dines hess SATA are eg ssaek tng
Trowbridge, 1 mile east of; T. 7 N., R. 14 E., sec. 9, 0.25 mile south of north-
west corner of; in east end of south pier abutment of highway bridge
over Turtle Creek, bronze tablet stamped “TOLEDO 582”..........
Genoa, 3 miles east of; in west end of north pier abutment of bridge over
Toussaint Creek, bronze tablet stamped “599 TOLEDO”...........

OAK HARBOR QUADRANGLE.

T.7N., R. 14 E,, sec. 13, east side of; 2 miles northeast of Limestone, 600
feet south of creek road, 0.3 mile east of Daniel Muggy’s house, in
west end of north pier abutment of bridge over Toussaint Creek,
bronze tablet stamped “TOLEDO 578” ......0... 0.0.00 cee eee

Lacarne, 1.5 miles west of; T. 6 N., R. 15 E., near northeast corner of sec. 1,
on south side of road to Oak Harbor, in top tier of culvert, bronze
tablet stamped “TOLEDO 579”... 0.0.0... ccc ee

Oak Harbor, on east end of second tier of second abutment from north end of
bridge over Portage River, bronze tablet stamped “TOLEDO 581” ...

Rocky Ridge, 0.75 mile by 0.5 mile east of; T. 7 N., R. 14 E., sec. 35; on east
side of; 0.25 mile north of road between Genoa and Oak Harbor, in

west end of south pier of bridge over branch, bronze tablet stamped
AT OLED Ox596!” wis isin sin © pis og gsetn ea a nee oe thy ade Werk Gatto toate ae seas

FEET.

615.158

587.712
597.021

626.557

634.328 -

583.209

600.097

579.125

580.210

581.944

596.707
TOPOGRAPHIC SURVEY. 511

BELLEVUE, BOWLING GREEN, ELMORE, FINDLAY, FOSTORIA, FREMONT, SAN-
DUSKY, AND VERMILION QUADRANGLES.

(Erie, Hancock, Huron, Lorain, Sandusky, Seneca and Wood Counties.)

The elevations on the following list are based upon Coast and Geo-
detie Survey bench mark ‘‘W”’ at Toledo, a copper bolt in the southwest
side of the U. S. Custom House building marked ‘‘U. 8. C. & G.S.’’ The
elevation of this by the 1907 adjustment is 603.889 feet above mean sea
level. The levels depend directly on other bench marks of the Coast and
Geodetic Survey on the precise line from Grafton, Michigan, to Cincin-
nati, Ohio, and on the new line of 1905 from Deshler to Chicago Junc-
tion, and are adjusted to accord with elevations brought from Cleveland
to North Amherst.

The leveling here listed was done in 1901. The double-rodded con-
trol line Tontogany east to Old Womans Creek and work on Fremont,
Bellevue and Sandusky quadrangles was done under the direction of
Mr. Nat Tyler, topographer, by Messrs. D. C. Witherspoon and A. C.
Freundburg, levelman.

The remainder of the work on the Bowling Green and Elmore, and
all the leveling on the Fostoria and Findlay quadrangles was done
under the direction of Mr. C. E. Cooke, topographer, by Mr. J. A. Bel-
ford, levelman, and Duncan Hannegan, topographer.

The continuation of the double-rodded line to North Amherst and
remainder of work on Vermilion quadrangle was done under the direc-
tion of Mr. C. W. Goodlove, topographer, by Mr. Dennis D. Doty, level-
man.

All standard bench marks dependent on this datum are stamped
with the letters ‘‘TOLEDO”’ in addition to the figures of elevation.

BOWLING GREEN QUADRANGLE.
FEET.

TONTOGANY SOUTHEAST ALONG RAILROAD AND HIGHWAY TO New Rocuester.

(DOUBLE RODDED LINE.)
Tontogany, Coast and Geodetic Survey bench mark “CL, ” at southeast. cor-

ner of Main and Broad Sts., west side of entrance to Waltz store,

“1894”: northwest corner of iron plate under column, being top of a

surface 78 inches square, chiseled mark...............-. 00 see eeee 669.510
Bowling Green, in southwest corner of courthouse; on top of alimestone post,

a bronze meridian tablet stamped ‘695 TOLEDO”................. 695.519
Bowling Green, 3 miles east of; northeast abutment of iron bridge over North

- Fork of Portage River, chiseled square...................0000000- 666.16

New Rochester, 0.2 mile east of; northeast corner, stone abutment, of bridge

over Portage River, chiseled cross ............. 0.06 c cece eee 661.10

Bowing GREEN NORTH ALONG ELECTRIC LINE TO RoacHTON.

T.6N., R. 10 E., sec. 25, southeast corner of; east side of electric railway, in
west abutment at southwest corner of iron bridge over ditch, aluminum
tablet stamped “666 TOLEDO”........... 00... 666.640

Bend station, at north end of switch; top of east rail.....-.... cece eee eens 665.7
512 PROGRESS REPORT

Ar Hut Prairig. (Sr? FROM COAST SURVEY BENCH MARK ON SAME BRIDGE.)
Hull Prairie, about 200 feet south of station; in southeast quarter of stone
culvert on first step below bridge seat, aluminum tablet stamped

“660 TOLEDO” (Reported in 1906 to have been destroyed by recon-
struction of culvert.)

TONTOGANY SOUTH 2 MILES. (SINGLE SPUR LINE.)

T.5N., R. 10 E., sec. 17, south side of; 2 miles south of Tontogany; in north
end of west stone abutment to small iron bridge over ditch, aluminum
tablet stamped “674 TOLEDO”

Bowing GREEN SOUTH ALONG BRANCH OF THEB. & O.R. R. via Ducat,
THENCE WEST TO WINGSTON.

T. 4.N., R. 10 E., sec. 28, east side of; 0.7 mile northeast of Wingston, in
southwest corner of stone abutment at southwest corner of bridge
over Middle Branch of Portage River, aluminum tablet stamped ‘689
TOLEDO” (stone with tablet replaced by another stone.)...........

Ducat souTH TO MUNGEN, THENCE EAST AND THENCE NORTH TO New Rocuss-
TER.

Mungen, in front of station; top of rail ...............00.....0.0.0000-5

T.4N., R. 11 E., sec. 31, north side of; 0.5 mile southeast of Mungen; in west
stone abutment at southwest corner of bridge over Middle Fork of
Portage River, aluminum tablet stamped “689 TOLEDO”’..........

T.4N., R. 12 E., sec. 30, south side of; at southeast corner of wooden bridge

over Portage River, in stone abutment, aluminum tablet stamped
“692 TOLEDO”

New Rocuester NorRTH 6.5 MILES, THENCE Bast To Lucky.

T.6N.,R.12E., sec. 19; east side of; 1 mile west by 0.5 mile north of Lucky,
in north end of west abutment at northwest corner of iron bridge over
ditch, aluminum tablet stamped “649 TOLEDO”..................

ELMORE QUADRANGLE,

New Rocuester atona NarpoLeoN AND FREMONT ROAD VIA HELENA TO
Muppy Creek. (DOUBLE RODDED LINE.)

Woodside, 0.5 mile west of; T. 5 N., R. 12 E., sec. 33, northeast corner of;
southwest corner of crossroads, in south side of west abutment of
culvert over ditch, aluminum tablet stamped “669 TOLEDO”.......

Helena, on east side of Weaver’s store, near southeast corner, north side of
road, aluminum tablet stamped “699 TOLEDO”’..................

Helena, 2 miles east of; on south end of west abutment of iron bridge over
Muddy Creek, about 1 foot south of iron bed plate, chiseled cross... . .

Lucky soutuH VIA BrapNeR To RisinG Sun.

T.5N.,R.12E., sec. 11, east side of; 1 mile east of Pemberville, in north end
of stone abutment at southeast corner of iron bridge over Portage
River, aluminum tablet stamped “644 TOLEDO”.................

Lins East via Ristine SUN To GIRTON, THENCE NORTH TO ROLLERSVILLE.

T.4N., R. 12 E., sec. 26, southeast corner of; 1 mile west of Rising Sun, at
northeast corner of crossroads, in center of stone in culvert, alaminum
tablet: stamped “714 TOLEDO”..................0 0000 c eee eee

ROLLERSVILLE NORTH TO WOODVILLE, THENCE EAST AND SOUTH TO HELENA.

Woodville, in southeast abutment, first step of bridge over Portage River,
aluminum tablet stamped “630 TOLEDO” .............--.....00.
T.5N., R. 14 E., sec. 6, southeast corner, 1.5 miles northwest of, Hessville,
at Swartzman crossing of Fremont Electric Railway, at northeast cor-
ner of south side of culvert, aluminum tablet stamped “636 TOLEDO”

HeELena soutu 5 MILES VIA MILLERSVILLE, THENCE WEST TO GIRTON.

T.4N., R. 14 E., sec. 29, west side of; 3 miles south of Millersville, 2.3 miles
north*of Kansas,’in southeast pier of iron bridge over creek, aluminum
tablet stamped “699 TOLEDO”........... 0c eee eee eee ee ees

FEET.

660.571

674.734

689.679

687.9

689.588

692.111

649 .262

669.135

699.109
665.69

643 . 957

715.042

630.616

636.794

699 .512
TOPOGRAPHIC SURVEY. 513

Risine Sun To Fostorra. (DOUBLE RODDED LINE.) FEET.
Rising Sun, 1 mile south of; at junction of county and township lines, in
southwest abutment of bridge over creek, chiseled square........... 717.57

FOSTORIA QUADRANGLE.

Longley, 0.8 mile south of; in southeast abutment of iron bridge over creek,
aluminum tablet stamped “736 TOLEDO” ....................045 737 .027

Two MILES souTH or LONGLEY EAST 7 MILES AND NORTH VIA Kansas To 2
MILES NORTH OF SAME.

Bascom, 5.3 miles north of; Plum River, in southwest abutment of iron bridge

over, aluminum tablet stamped ‘725 TOLEDO”.................. 725.910
Kansas, 1 mile south of; at southwest corner of road fork, in stone abutment,
GHISCLEM CROSSE: far Get Grdguisnn 2 cunt acl 2. wad sup Belo ueed me ORAA a wae Lae Tsu wees 730.85

Fosroria EAST TO BASCOM AND NORTH 5 MILES.
Bascom, 5 miles north of; at southwest corner of road forks, in stone culvert,
chiseledeross: cece es altace, 2 fe auncnne © pence SEREE Sects Bk Mea ee 728.87

- Bascom sours 5.2 MILES, THENCE WEST 6.2 MILES, THENCE NORTH TO FosTorIiA.
Bascom, 0.3 mile south of; south of cemetery, in southwest abutment of iron
pridge over creek, aluminum tablet stamped “766 TOLEDO”....... 767 .305

Bascom, 5.3 miles south of; 100 yards west of schoolhouse at crossroads, in
northwest abutment of stone culvert over creek, aluminum tablet

stamped "'805TOLBDO” .sc4 as cau.tuchee nate Saree ee OE tae Set de 805.389
New Riegal, 1 mile north by 2 miles west of; at crossroads, in stone step of
schoolhouse, chiseled cross .........0 000s eect cette eee eee 826.30

ONE MILE NORTH OF ALVADA SOUTH 3.7 MILES, THENCE EAST TO ADRIAN AND
NORTH ViA BURWICK TO POINT 1 MILE NORTH BY BAST oF New Riegan,

Alvada, 1 mile north of; at crossroads, in step of schoolhouss, chiseled cross.. 837.68

Alvada, 2 miles south of; in stone at northwest abutment of iron bridge over
creek, aluminum tablet stamped “815 TOLEDO” ................. 815.503

FINDLAY QUADRANGLE,

3.4 MILES West OF FosTorIA NORTHWEST 2.7 MILES, THENCE NoRTH TO T. 4 N.,
R. 12 E., suc. 30.
Bloomdale, 1.5 miles east of; T. 3 N., R. 12 E., sec. 31, southeast abutment of
iron bridge, aluminum tablet stamped 740 TOLEDO”............. 740.625

1.2 MILES EAST OF BLOOMDALE WEST VIA BLOOMDALE TO GALATEA, THENCE

NORTH VIA OIL CentER TO Muncen.
Bloomdale, 1 mile east of; “BM 740”. ......0000 0. c cece eee eee eee
Bloomdale, on Main street, at northeast corner of hardware store, square cut

MU StONE STEP: pois. jas ta, Myon careuaver sn oamany bid tae aay Saude e-< mee el eis 749.77
Oil Center, T. 3N., R. 11 E., sec. 18, south side of; in northwest abutment of

iron bridge over Rocky Ford, copper bolt stamped 709 TOLEDO” 709.229

GaALATEA west via NortH BAurimorE TO 2.5 MILES WEST OF SAME, THENCE
NORTH TO WINGSTON.

North Baltimore, 1.3 miles east of; in west side of door step to schoolhouse,
CHISG] 6d CrOSS) cise sue asear ae dec eel LAs 4 BIOS RU ee ee ees au teed 735.17

North Baltimore, 0.5 mile south of; T. 3 N., R. 10 E., sec. 35, in southeast
abutment of bridge over creek, bronze tablet stamped 726 TOLEDO” 726.640
GALATEA SOUTHERLY TO FINDLAY.
Findlay, in north front of courthouse; east of north entrance, aluminum tablet
stamped ““779°'TOLEDO" ¢ 2s ges ce ee cept ences Pranic tattle de. 780.181
SEVEN MILES WEST OF ARCADIA VIA ARCADIA TO 5 MILES SOUTH OF SAME,
THENCE WEST TO FINDLAY.

T.1N., R. 11 E., sec. 24, 5.5 miles east of Findlay, in stone abutment at
northeast corner of bridge over the Outlet, 0.5 mile east of its junction
with Blanchard River, aluminum tablet stamped ‘785 TOLIDO”... 786.356

33—T, 8S.
514 PROGRESS REPORT

FInDLAY WEST 5 MILES, THENCE NORTH AND EAST TO 1 MILE NORTH OF FINDLAY.

T.1N., R. 10 E., sec. 21, 4 miles west of Findlay; in east corner of southwest
abutment of iron bridge over small creek, aluminum tablet stamped
OFT EOE DO) e.g 9 wack 2 ectes a ye Rekcbsdee ad aie Galion scjgnd Boe #A e jache wa RES

FREMONT QUADRANGLE.

MuppY CREEK EAST ALONG HIGHWAY AND RAILROAD TO CLYDE. (DOUBLE
RODDED LINE.)

Helena, 5.5 miles east of; southwest corner of iron bridge over Muskellunge
Creek, on abutment 4 inches south of iron beam, chiseled cross.......
Fremont, in south face of jail wall, near southeast corner of building, 5 feet
above ground, aluminum tablet stamped “636 TOLEDO”..........-

T.4N.R., 16E., sec. 9, 2.5 miles west of Clyde, in northeast abutment of bridge
over Bokee Creek, at Maumee Pike aluminum tablet stamped ‘637
TOLEDO carn ng See ek oes BH LOTS REO ERN BEG EDEN Led Se EEE Re ae

FREMONT NORTH TO KINGSWAY. (DOUBLE RODDED LINE.)

T.5N., R.15E., sec. 3, 0.3 mile, west of quarter corner east side of; 1.5 mile
east of Kingsway, at crossroads; in foundation of north wall at north-
east corner of Methodist church, aluminum tablet stamped ‘588
POLE DO MS wa glatty ca nkeite ns Ugo tons 8G qe A ee ea Ma oaks eee aeeen ea

BELLEVUE QUADRANGLE.

CLYDE NORTHEAST ALONG RAILROAD AND HIGHWAY TO SANDHILL. (DOUBLE
RODDED LINE.)

T.5N., R. 17 E., sec. 34, Townsend Township, on north ridge road; at north-

east corner of foundation of schoolhouse, aluminum tablet stamped
“678 TOLEDO” ea voach ath Ses calves meson ee aise log air aes ae

T.5N., R. 24 W., sec. 2, north side of; in face of abutment wall at south-
west corner of bridge over creek, aluminum tablet stamped ‘694
TOLEDO Peed cise inate esd fae k eae go aa bch als dee Gin Bow Suds Hee BRIS

Sand Hill postoffice, 0.5 mile west of; T. 5 N., R. 24 W., sec. 2, at northwest
corner of white plastered brick church, in face of watertable, aluminum
tablet stamped ‘734 TOLEDO”........0..0.00.0 00.00 cece eee

From Point 4 MILES NORTHEAST OF CLYDE SOUTHEAST TO BELLEVUE.
(CHECKED LINE.) :

Bellevue, at south corner of Burdette hotel, in wall, aluminum tablet stamped
ENE LAL CIN) Oe eve sane ease cai isetbet ig? WeSe tok Me 8 dG Bada oS Alas edd aSusoe/ GABAA

FRoM POINT 5 MILES NORTHEAST OF CLYDE NORTH TO NEAR VICKERY AND
RETURN.

T.5N., R. 16 E., (Riley Township), sec. 24, north side of; 1 mile west of
Vickery, in southeast abutment of bridge over Bickerel creek, bronze
tablet stamped “588 TOLEDO”................0.. 00.00. c ee eee

SANDUSKY QUADRANGLE.

Sanp Hitt wast To Bertin HeIcutTs. (DOUBLE RODDED LINE.)

Prout station, T. 5 N., R. 23 W., sec. 2, Oxford township; 500 feet east of
Baltimore and Ohio tracks; in east wall at northeast corner frame
schoolhouse, sub-dist. 6, aluminum tablet stamped ‘700 TOLEDO”. .

T.5N., R. 22 W., sec. 2, near quarter corner south side of; 0.5 mile north of
Avery, at Separs Corners, on west face at northwest corner of school-
house, in foundation about 1 foot above ground, bronze tablet stamped
(651 LO MBD OP iroici pe GN wie HOSES RRR ADO RAAE eb amis Eb ube? L haw Alea

Berlin Heights, 2 miles west of; iron bridge over Old Womans Creek, on top
of southeast abutment stone of, bronze tablet stamped “608 TOLEDO”

FEET.

771.487

640.72

636.118

636 .846

588.412

678 . 122

694.200

734 .326

750.916

588 .514

700.281

650.726
607.961
TOPOGRAPHIC SURVEY.

Bertin HEIGHTS NORTHWEST TO SHINROCK. (SMALL CIRCUIT VIA OLD
Womans CrreEk.) .

Shinrock, at northwest corner of C. Hoffman’s store; aluminum tablet
stamped ‘627 TOLEDO” ............ 00...

PROUTS STATION NORTH THROUGH PERKINS TOWNSHIP TO SANDUSKY.

T.6N., R. 23 W., sec. 3, northeast quarter of southeast quarter; in watertable
at northwest corner of schoolhouse, aluminum tablet stamped ‘616
TOLEDO” wore s cd scevenr eh se Guarceas een sos pas Beh one gue Tee es

Sandusky, in south side Government building, at southeast corner; aluminum
tablet stamped “597 TOLEDO”...................... ce EEE

AVERY SOUTH ALONG HIGHWAY VIA Miran to NoRWALK TOWNSHIP.

T.4N., R. 22 W., sec. 3, in northern part of; 2 miles south of Milan, about 500
feet south of Huron-Erie county line, on top of south end of retaining
wall of filled road over creek, bronze tablet stamped ‘624 TOLEDO”’.

VERMILION QUADRANGLE.

Breriin Heicuts via ASHMONT AND VERMILION TO NORTH AMHERST.
(DOUBLE RODDED LINE.)

Berlin Heights, corner Main and Hotel Sts., at southwest corner of stone
ae an of Lippus and Fowler’s store, bronze tablet stamped ‘777

Ashmont, 700 feet east of station; 300 feet south of railroad, in southeast
corner of wagon bridge, aluminum tablet stamped ‘614 TOLEDO”. .

Vermilion, in window sill at southeast corner of Davis Brothers’ store, alumi-
num tablet stamped “595 TOLEDO” ...........-.........2...0005-

Brownhelm, at south end of north side of railroad bridge No. 141; aluminum
tablet stamped ‘640 TOLEDO”............ 0.00... cece
VERMILION SOUTH TO BIRMINGHAM. (DOUBLE RODDED LINE.)

Birmingham, on west abutment stone of bridge over Vermilion River; in
south end of third stone from top and 1 foot from east edge; aluminum
tablet stamped “716 TOLEDO”... .......... 0... ccc eee ees

Beriin HeIcHTs sOUTH TO COLLINS, THENCE EAST TO WAKEMAN, THENCE
NORTH TO BIRMINGHAM.

Collins, in west side of public school; in sill of center window; bronze tablet
stamped “899 TOLEDO” ... 02.2... 0... cece cece eee cee eee ee eee

Wakeman, at west end of bridge over Vermilion River, in second stone from
top, at south side of; aluminum tablet stamped “861 TOLEDO”....
WAKEMAN EAST ALONG HIGHWAY VIA Kipron To OBERLIN.

Kipton, brick building, (store and post-office), northwest corner of, in window
sill, bronze tablet stamped “857 TOLEDO” 1901”................

515

FEET.

627 .339

616.494

597 .424

624.403

776.588
613 .633
594.695

639 .350

715.803

899.758

861.458

857 .040
516 PROGRESS REPORT

MARION, SYCAMORE AND TIFFIN QUADRANGLES.
(Crawford, Marion, Seneca and Wyandot Counties.)

The elevations in the following list are based upon an aluminum
tablet in the courthouse at Columbus, stamped ‘‘778 COLUMBUS.”’ The
elevation of this is now accepted as 777.601 feet above mean sea level,
as obtained by precise leveling of 1905 from Chillicothe. Work on these
quadrangles is also corrected in agreement with elevations at Tiffin and
Republic obtained by the 1905 precise level line of the U. S. Coast and
Geodetic Survey from Deshler.

The leveling was done in 1903: on the Marion quadrangle under the
direction of Mr. M. Hackett, topographer, by Mr. C. W. Marvin, level-
man, and on the Sycamore and Tiffin quadrangles under the direction
of Mr. Van H. Manning, topographer, by Messrs. Marvin and R. G.
De Frees, levelmen.

The standard bench marks are stamped with the letters ‘‘COL’’ or
“COLUMBUS” in addition to the figures of elevation.

MARION QUADRANGLE,

FEET.
WALDO ALONG HIGHWAY NoRTH TO MonetTT.
T.6N., R. 16 E., sec. 5, southeast quarter of; small iron bridge over creek,
east end of south abutment, in bridge seat, bronze tablet stamped
OO a COL vate Galea res cea) 5 eo din 5 Bie Goals Zand usta nio-ontseahelicot Gosh ere 963.743
T.558., R. 16 E., sec. 29, 0.2 mile north of center; 4 miles east of Marion, 1.5
feet east of northwest corner of Baptist church, in foundation, bronze
tablet stamped “986 COL”... 0.0.0. 986.700
T.58., R. 16 E., sec. 9, west of quarter corner of north side of; Claridon
township, district No. 3, Bush school, in foundation, 1 foot south of
northwest corner, bronze tablet stamped “1000 COL”’.............. 1001 .009
Kirkpatrick, Scott township, T. 4S., R. 16 E., sec. 15, district 4, 1 foot north
of southwest corner of stone watertable, aluminum tablet stamped
PONS OOM 2. tee set sce te a dh eed aa test RBS ee WAGON aaa hi BAAR wt 1014.178

MonETT WEST ALONG HIGHWAY TO MoRRAL, THENCE SOUTHEAST ALONG
Hocxine Vatuey Raitroap To Manion. ;
Monett, crossing at station; top of west rail ............. 0.000. e eee eee 976.6

Monett, T. 48., R. 16 E., sec. 8, near quarter corner north side of; 600 feet
west of post-office; brick school, 1 foot east of northwest corner, in
stone watertable, bronze tablet stamped “979 COLUMBUS”........ 979.959

T.45., R. 15 E., sec. 9, 1.25 miles southwest of Wyandot; opposite road
running east; Antrim township, District No. 2, brick school house, 1

foot north of southeast corner, bronze tablet stamped “971 COL”.... 971.764
Morral, T.48., R. 14 E., sec. 14, southeast corner of; 1 foot east of; northwest
corner of schoolhouse, aluminum tablet stamped “913 COL”........ 913.767

T.55., R. 15 E., sec. 6, southeast quarter of; bridge over highway; 4.19 miles
south of Morral, north abutment, southeast corner of bridge seat,
bronze tablet stamped “930 COL” .......... 00 eee cee eee 931.069

Marion west atone Bie Four RatLtroaD To BRYAN, THENCE ALONG HIGH-

WAY SOUTH TO GREEN CAMP, THENCE BAST TO POINT NORTH OF WALDO,

Marion, Union Station, 200 feet north of; 15 feet east of Hocking Valley Rail-

road track, in stone abutment, bronze meridian tablet (southmark) stamped
#950 COU? ii isas caine bo taueked aw conmtabame eee Shen SMEs SPREE Hes 951.404
TOPOGRAPHIC SURVEY.

Marion courthouse, southwest corner of foundation cornerstone, aluminum
tablet stamped “985 COL” ........... 6.000 c eee eee eee
T.58., R. 14 E,, sec. 24, southeast quarter of; iron bridge over Little Scioto
River, east abutment, northwest corner chiseled square...........-
Bryan station, T. 5 8., R. 14 E., sec. 25, southeast quarter of; 650 feet south
of Big Four Railroad crossing, 1 foot east of southwest corner of brick
schoolhouse, bronze tablet stamped “914 COL”...........-....--55
Green Camp, T. 6 S., R. 14 E., sec. 12, southwest corner of; northwest corner
brick schoolhouse, bronze tablet stamped “919 COL’,..........-.-
Owens, T. 6 S., R. 15 E., sec. 17, 600 feet east of station; brick schoolhouse;
1 foot east of southwest corner, bronze tablet stamped ‘953 COL”....
T.68., R. 15 E., sec. 14, 4.5 miles northwest of Waldo; on Marion road, house
of John Mantz, 1 foot south of southeast corner of, aluminum tablet
stamped “985: COL? jacscatasee sear ated Sb a hee haleeamn diate Hers

SYCAMORE QUADRANGLE.

MoNNETT NORTH ALONG HIGHWAY viIA Broken Sworp To LYKENS.
Monnett, 3.1 miles north of; 100 feet east of crossroads, iron bridge over
creek, west abutment, northeast corner of bridge seat, square........
_ 7.38., R. 16E., sec. 16, 0.3 mile north of center of; iron bridge over Sandusky
river, north abutment, southwest corner of bridge seat.............-
T.3S., R. 16 E., sec. 3, 0.2 mile west of center of; 1.5 miles west of Bucyrus,
bridge No. 28, of Pittsburg, Ft. Wayne Railway, south end of stone
culvert, southwest corner of coping, bronze tablet stamped ‘991 COL’’
T.28., R. 16 E., sec. 34, 0.2 mile south of northeast corner of; small iron
bridge over creek, south abutment, northeast corner of bridge seat,
BQUSTO SSS waco de kwtna a bea agai Goon € Gad ies 4nd areata Ae dese Lense awe
T. 28., R. 16 E., sec. 16, near north east corner of; 1 mile north of Holmes
Center; southeast corner of foundation of frame dwelling of Frank
Stillman, bronze tablet stamped “987 COL” ..............525--05
Broken Sword, T. 2 S., R. 16 E., sec. 3, near northwest corner of; Seels
Machine Shed, 800 feet south of crossroads, on west side of road, 1 foot
ne of southeast corner of foundation, bronze tablet stamped “992
Lykens, T. 1 S., R. 16 E., sec. 16, near northeast corner of; iron bridge over
Sycamore river, southwest corner of north abutment, aluminum
dablet:stamped. “951: COD? 2 2S2ecc aus ee 6 sae ang daa ae gla y eee eee

NEVADA ALONG HIGHWAY NORTH TO LEMERT, THENCE EAST TO 1 MILE SOUTH
or Broken Sworp.

Nevada, (Pa. R. R. B. M.), 0.25 mile east of; T. 3S., R. 15 E., sec. 3, north
i quarter of; on northeast corner of wall of bridge No. 47, chisel
MSEC 2 sais pas sew 4 Pant ane Re REE BRE HES WTR AE MER EAA TO

Lemert, T. 25., R. 15 E., sec. 1, southwest quarter of; sandstone sill of front
door of schoolhouse, in face of, aluminum tablet stamped “981 COL
DOO ih nate teas ak Recta aah AG a ON eal aah te luna Aah te Son ets

NEVADA ALONG HIGHWAY SOUTH TO SLINGTOWN SCHOOLHOUSE, THENCE WEST
To TROUTS CORNERS, THENCE NORTH vIA Bette Vernon To Mc-
CUTCHENVILLE.

Nevada, 1.25 miles east of; (Pa. R. R. B. M.), northeast corner of bridge No.
45; ‘SQUATECUG 1D de a sah otaias yen tones Aone ae SoM Ee oa A Dee Sak aA

Nevada, T. 3S., R. 15 E., sec. 4, near center of northeast quarter of; in south
front of foundation of school building, aluminum tablet stamped
928 COLUMBUS”), cwessamascnnamdenaie dammn sober ded meus agalda

Nevada, 2.5 miles south of; on northwest end of stone abutment of iron
bridge over Grass Run, chiseled square................ 0.00. e evens

Nevada, 3 miles south of by 2 miles west of; at T road south, schoolhouse
district No. 4, Antrim township, in southeast corner of foundation,
bronze tablet stamped ‘890 COLUMBUS 1908” ...............05.

517

FEET.
985.991

913.92

914.892
920.371

954.146

986 .234

973.87

960.28

991.508

981.72

988 .522

993.716

952.593

928.571

981.929

940.210

929.311

913.81

891.043
518 PROGRESS REPORT

Rock Run, T. 28., R. 14 E., sec. 35, southwest quarter of; Bethel church, (5
miles west of Nevada), in foundation at east face of northeast corner
of building, bronze tablet stamped “869 COLUMBUS 1903” ........

Oak Grove, schoolhouse, 0.7 mile north of; T. 28., R. 14 E., sec. 14, north-
west quarter of; in southeast corner of foundation of Wm. Schoen-
berger’s residence, aluminum tablet stamped ‘836 COLUMBUS 1903”

Belle Vernon, T.15., R. 14 E., sec, 25, near center of; in foundation of church,

north face, northwest corner of building, bronze tablet stamped ‘839
COBUMBUS 190388 ta cache ey exci dent lata ha wets and ain ace Aan i ho oe eine

TIFFIN QUADRANGLE.

LYKENS NORTH ALONG HIGHWAY VIA REPUBLIC TO REYMOND DISTRICT SCHOOL-
HOUSE NO. 8, THENCE WEST TO OLD Fort.

Bloomville, 2 miles south of; small iron bridge over Silver Creek, south abut-
ment, northeast corner of bridge seat, square............-....00005

Bloomville, 2 feet north of southwest corner of Town Hall, aluminum tablet
Btamped:OG2 COU says suaraun se de wwe Ge daar ah sbdetlaiagd wanindi g aua suave dards

T. 1N., R. 16 E., sec. 10, near northwest corner of; Honey Creek, south
abutment, iron bridge over, northeast corner, square...............

das Town Hall, southwest corner of; aluminum tablet stamped ‘883
Cc Li?

T.2N., R. 16 E., sec. 5, south of northeast corner of; small wooden bridge
over creek, south abutment, northwest corner, square............-.
T.3 N., R. 16 E., sec. 21, southwest corner of; northeast of crossroads, brick
house of A. J. Rule, south side of; in foundation bay window, bronze
tablet stamped:"792) COD” tunities we han dalla ed Waser agadaun mae on 2
T.3.N., R. 16 E., sec. 8, near quarter corner south side of; northeast abut-
ment of iron bridge over Beaver Creek, east end, southeast corner,
SQUATE 4558-4 Ba dee Bae Ai oat AE Marketa Veit aad e aaa ae ee
T.3N., R. 15 E., sec. 1, near quarter corner south side of; 3,2 miles east of
Old Fort; bridge over Beaver Creek, east abutment, northwest corner
of bridge seat, bronze tablet stamped “681 COL’’..................
Old Fort, T. 3 N., R. 15 E., sec. 4, railroad bridge over Sandusky river east
abutment, southwest corner of bridge east; aluminum tablet stamped
MOTACOL)": 3 veaerss ce ieroae sare SA THESE ES he Tee UO ae ee teed

ZIEGLERS CORNERS NORTHEAST OF McCUTCHENVILLE ALONG HIGHWAY VIA
TirFIN AND SENECA To Oxp Fort.

Kellers Mills, on southwest stone abutment of bridge over Sandusky river,
chiseled SQUare: sais osc dedi een pineea-cns dob nas ele akyie Se agiatas

Tiffin, 5.5 miles south of; Bare schoolhouse, in west wall of stone culvert over
drain, 100 feet south of crossroads, bronze tablet stamped “803
GOLUMBUS: 1908)" \...-sccqeniee deaigeh dk alison tes tet wane baed oe eae rane c

Tiffin, courthouse building, southwest corner, west face, in sill of window,
aluminum tablet stamped ‘757 COLUMBUS 1903” (Recovered by
US Cr GiG. 8.) asad epee chen bacae ae hes iaedah gas Muang week ns

Tt. Seneca, T. 3N., R. 15 E., sec. 19, northeast quarter of; west of post-office,
at northeast corner of schoolhouse, in north face of foundation, bronze
tablet:stamped “700 COL)”. c2edeens segs seus teers sie ered ee vine:

Old Fort, N. Y. C. & St. L. R. R. crossing, top of north rail................

FEET.

870.001

836.705

839.269

924.71
933.371
894.57
884.146

814.03

792.847

715.78

681.893

675.018

761.28

803.770

758 . 242

701.191
686.0
TOPOGRAPHIC SURVEY. 519

ARLINGTON, BLUFFTON AND UPPER SANDUSKY QUADRANGLES,
(Allen, Hancock, Hardin, Putnam and Wyandot Counties.)

The elevations in the following list are obtained through leveling on
adjoining quadrangles based upon the U. 8. Coast and Geodetic Survey
precise line, Toledo to Cincinnati, and one run in 1905 by that Survey
along ‘B. & O. R. R. between Deshler and Chicago Junction.

The leveling was done in 1904 under the direction of Mr. M. Hack-
ett, topographer, by Mr. H. W. Peabody, levelman.

The standard bench marks in 1904 were all stamped with unadjusted
figures of elevation and legend ‘‘ADJ 1904,’’ but in 1905 those on the

Arlington and Upper Sandusky quadrangles were restamped ‘‘ ADJ
1903.”’ ,

BLUFFTON QUADRANGLE.

FEET.

FRoM BENCH MARK ON ERIE RarLroaD 3.5 MILES EAST OF LIMA, THENCE

NORTHEAST TO HERRING P. O., THENCE EAST ALONG THE PITTsBURG,

Fort WaYNE AND CHICAGO RAILROAD TO POINT 4 MILES EAST OF ADA.
Lafayette, 1.75 miles west of; railroad bench mark culvert No. 151, at north-

west corner of north coping, chiseled square ...............--+000- 919.63
Lafayette, 0.25 mile west of; R. R. B. M. on bridge No. 148, on northwest

corner of east bridge seat, chisel mark.................0000000000- 925.42
Lafayette, (Herring P. O.), in south face under cornerstone by entrance

recess to town hall, aluminum tablet stamped “927 ADJ 1904”...... 927 .484
Lafayette, 2.7 miles east of; R. R. B. M. on bridge No. 135, southeast corner

of south coping, chisel mark ................ 00. eee eee 951.84
Lafayette, 2.75 miles east of; on bridge No. 135, in next to top coping stone

at northeast corner of, aluminum tablet stamped ‘950 ADJ 1904”.... 950.116
Ada, at northeast corner of Union school building; in east face of watertable,

5.5 feet above ground, aluminum tablet stamped ‘964 ADJ 1904”.... 963.860

Larayetre (Herrine P. O.), ALONG HIGHWAY NORTH VIA Beaver Dam To
BLUFFTON, THENCE EAST 3 MILES ALONG N. O. Rarnroap.
Beaver Dam, T. 258., R. 8 E., sec. 32, in northeast corner of town hall; alumi-
num tablet stamped “868 ADJ 1904” ......... 0... cee eee 868 . 067
Bluffton, T. 28., R. 8 E., sec. 1, in west face of stone at northwest corner of
town hall, aluminum tablet stamped ‘840 ADJ 1904”.............. 839.971
BLUFFTON ALONG HIGHWAY NORTHWEST TO PANDORA, THENCE EAST TO Mr.
Cory.
Pandora, T. 18., R. 8 E., sec. 20, in southeast corner of Methodist church,
aluminum tablet stamped ‘'780 ADJ 1904” ............ 0.002.000 0 779 429
Pandora, 4.75 miles east of; T. 15., R. 9 E., sec. 18, southwest corner of; 4
miles west of Mt. Cory, in southwest corner of United Brethren church,
aluminum tablet stamped “803 ADJ 1904” .............0....0000. 803.208
Mt. Cory, T.158., R. 9 E., sec. 21, at southeast corner of Evangelical church,
on watertable, aluminum tablet stamped ‘821 ADJ 1904”.......... 820.903

ADA NORTH ALONG HIGHWAY TO Mr. Cory.

Orange Center, T. 28., R. 9 E., sec. 21, northeast corner of, in north face of
schoolhouse, at northeast corner of same, aluminum tablet stamped
“884 ADJ 1904” sh Debate tashyselk aeteqr ast eater vee Wise malio noe dah teh a tasanade, ecgeteh ays ee acak 883.824

JENERA WEST ALONG NORTHERN OHIO RAILROAD TOWARD BLUFFTON.
Cordelia, at road crossing, at northeast corner of north abutment of iron

bridge 100 feet south of railroad, chiseled mark.................... 846.25
Mr. Cory NORTHEAST ALONG HIGHWAY TO FINDLAY.

Rawson, T. 158., R. 9 E., sec. 13, about 50 feet east from northeast end of
station platform; northwest face of bay window of L. M. Osborn’s
block, aluminum tablet stamped “819 ADJ 1904”.................. 818.496
520 PROGRESS REPORT

FEET.
T.158., R. 10 E., sec. 7, 1.75 miles northeast of Rawson; 600 feet snulhawest e
‘road crossing, at southwest corner of arched sandstone culvert,
next to top coping stone, aluminum tablet stamped 804 ADJ 1904”. . 804.234

ARLINGTON QUADRANGLE,

From Point 4 MILES EAST OF ADA EAST ALONG PITTSBURG, FORT WAYNE
AND CHICAGO RAILROAD TO ForEsT.

Ada, 4.5 miles east of; at southeast corner of west abutment of culvert No.

116, CR. ROB. M3), chisel 1arke 3 si sca c ss gars ect riaee alone ad ddue pee ee 939.55
Ada, 5 miles east of; at road crossing, in top stone at northwest corner of east
abutment culvert No. 114, (R. R. B. M.) chisel mark............... 939.85

North Washington, in east face oF northeast corner of Presbyterian church,

T.58., R. 10 E., sec. 15, aluminum tablet stamped “949 ADJ 1903”... 948.240
Dunkirk, T. 3 8., R. ul I., sec. 18, in west face of northwest corner of station,

aluminum tablet stamped 959 ADI 1903 osx eh sora s seoncitews asks 951.593
Forest, 3 miles west of; at undergrade road crossing, T. 3 5., R. 11 E., sec. 10,

in northwest corner of west abutment, aluminum tablet stamped “994

ASTI TO OB? axe 2 2 crelned vinass 2.314 Hl ah Stechyerae Seach telah fay dius eo sl aibenyenanine die 923.029
Forest, 2 miles west of; on northwest corner of east back wall to bridge No.

98, over Blanchard river, R. R. B. M., chisel mark................. 901.14
Forest, T. 3 8., R. 12 [°., see. 8, in north face of northeast corner of city

building, alummum tablet stamped 934 ADJ 1903” .............. 933 032

Dunkirk atone T. & O. R. R. To ARLINGTON, THENCE WEST ALONG
NortHern Onto RatLRoap To JENERA.

Williamstown, T. 2 8., R. 10 E., sec. 36; in north face of northeast corner

of schoolhouse, aluminum tablet stamped 946 ADJ 1903”.......... 945.420
Arlington, T. 28., R. 10 E., Sec. 12, in northeast face of northeast corner of
Lutheran church, aluminum tablet stamped “870 ADJ 1903”........ 869.584

Arlington, 1.25 miles west of; on Northern Ohio Railroad, on southeast cor-
ner of coping stone at southeast corner of iron bridge No. 452 over

ereéle chiselomark: ee cage yong eee MEER RAN Dee ON Ses ke see Ses es 854.80
Jenera, in east face of northeast corner of M. E. Church, T. 2'8., R. 10 E.,
sec. 5, aluminum tablet stamped “850 ADJ 1903”.................. 849.89

ARLINGTON ALONG HIGHWAY NORTH 3 MILES, THENCE EAST THROUGH HoucK-

TOWN AND SOUTHEAST VIA Mr. BLancHarpD TO Forest.
T.15., R. 10 E., sec. 25, 2.25 miles north of Arlington; in southwest corner

of south abutment of smal! iron bridge, aluminum tablet stamped

9838 AD) 1908) sentra dat sivieovecdyseesuaneae Maer ee aed wate os 837.452
Houcktown, T. 158., R. 11 E., sec. 21, southeast corner of; in south face of

southeast corner of Methodist church, aluminum tablet ney

BOE AAD LOO Bsns isas- det int siacastgeesea dente cai witaed HO Beste bud Legh a Sethe ee 833.756
T.158., R. 11 E.,, sec. 36; 1 mile north of Mt. Blanchard, in southeast corner

of east abutment of iron bridge over Blanchard river, aluminum tablet

stamped, 822: MDT MOOR sas coe ces ecto stip aiaiye eel Noon dive alec it deed acer Os 821.708
Mt. Blanchard, T. 28., R. 11 E., sec. 12, in watertable in west face of south-

west corner of general store of W. 8. & C. 8. Shoemaker, aluminum

tablet stamped ‘847 ADJ 1903”... 0... cc eee nee 846 . 564
Forest, 4 miles north of; at crossroads by Hope Chapel church, in north face

of northeast corner of schoolhouse, aluminum tablet stamped ‘880

ADU 1908 ceo. len deat e oe. c GA GES Ree ORES MITA e RRS eb So Saal 879.907

UPPER SANDUSKY QUADRANGLE.

Formsr East ALoNG Pirrspure, Forr WAYNE AND CaiIcAGo RAILROAD TO
Rock Run.
T.358., R. 12 E., sec. 3, southwest corner of; 2 miles east of Forest, in next
to top coping stone at southeast corner of culvert, aluminum tablet
stamped “907 ADU 1903"? ss escaucd nes cine por oodinre ea deidhdaance 6 906.750
TOPOGRAPHIC SURVEY.

Bere 2 miles east of; northeast corner east abutment of railroad bridge
No.88, (R. Ri: B. M.), chisel mark. 20.02.0294 00cs0 3 8dGee need ees

Kirby, T. Bs ne R. 12 E., sec. 1, east side of; in east face of southeast corner
of D. E. Maxwell’s elevator, aluminum tablet stamped ‘879 ADJ

103? which Seen E Ped gh PRAT Bn cing LA Sus Boo ah paae CSRS ERE es aes
Upper Sandusky, 6 miles west of; at northeast corner of coping of railroad
culvert No. 81, (R.R.B.M.), chisel square...................00005
Upper Sandusky, 3.5 miles west of; T. 25., R. 13 E., sec. 34, south side of;
at northeast corner of east abutment of Pa. R. R. bridge No. 76, in

stone 2 feet above bridge seat, aluminum tablet stamped ‘'836 ADJ
Dr eh eae Soliysatches or edt Rare MAR race tial RBar tan in aM pe Denk len

Upper Sandusky, 10 feet east of Hocking Valley Railroad and 50 feet south
of Pennsylvania Railroad, in stone post, bronze tablet (triangulation)
stamped ‘856 ADJ TODS con Gocco eg ieted ee ce cata
Upper Sandusky, right side vestibule to main entrance at west side of Wyan-
dot County Courthouse; aluminum tablet stamped “862 ADJ 1903”...

Upper Sanpusky atone Hockina VALLEY RAILROAD NORTHWEST TO CAREY,
THENCE SOUTHWEST ALONG Bia Four Raitroap To Forgst.
Upper Sandusky, 3.5 miles north of; 50 feet west of Hocking Valley Railroad;
at northeast corner of east abutment of railroad bridge, chisel mark. .
Lovell, T. 28., R. 13 E., sec. 2, south side of; in south face of southwest cor-
ner of M. E. Church, aluminum tablet stamped “816 ADJ 1903”.....
Crawford, T.15., R. 13 E., sec. 27, southeast corner of; 450 feet east of rail-
road crossing, in southeast corner of railroad bridge, in next to top
coping stone, aluminum tablet stamped “809 ADJ 1908”. ...........
Carey, T.158., R. 13 E., see. 16, south side of; in west face of northwest cor-
ner of M. E. Church, on Main St., aluminum tablet stamped “825
ADT 1908 are 6 clan ea ak Ne aa AGAR has oak BER CATER OAL Hi Ot
T.28., R. 12 E., sec. 1, center of; 4 miles southwest of Carey; 0.5 mile south-
west of road crossing, in next to top stone, at south east corner of
culvert, aluminum tablet stamped “856 ADJ 1903”................
Wharton, T. 28., R. 12 E., sec. 22, north edge of; in west face of northwest
corner of Howards Block, 160 feet back of Big Four station, aluminum
tablet stamped “883 ADJ 1903”........... 2.0...

ZIEGLERS CORNERS SOUTHWEST TO McCuTCHENVILLD.

McCutchenville, in north face of watertable of school building, bronze tablet
stamped “800 COLUMBUS 1903” ............. 00.02.22 eee eee

521

FEET.

908 .427

878.648

865.36

835.668

855.390

861.698

807.993

824.178

855.188

882.060

800.220
522 PROGRESS REPORT

DESHLER QUADRANGLE.

(Ilaneock, Henry, Putnam and Wood Counties.)

The elevations in the following list are based upon the precise level
lines Toledo to Cincinnati, and Deshler east to Chicago Junction, of the
U.S. Coast and Geodetic Survey which traverses this areas and upon the

1903- and 1907 adjustment datum.

The leveling was done in 1906 under the direction of Mr.

Griffin, topographer, by Mr. R. E. Johnson, levelman.

W. H.

The standard bench marks are stamped with figures of elevation.

DESHLER QUADRANGLE.

OTTAWA EAST ALONG HIGHWAY TO BENTON RIDGE VILLAGE, THENCE SOUTH-
EAST TO BENCH MARK 1.7 MILES NORTHEAST OF Rawson. (THE
ERROR DISTRIBUTED IN PORTION OF THIS LINE IS EXCESSIVE.)

Ottawa, 3 miles east of; on Ottawa and Benton Ridge pike, 350 feet west of
T road north, in southwest corner of a residence yard, ip top of marble
post, aluminum tablet stamped ‘Prim. Trav. Sta. No. 4, 738”.......

Gilboa, in southwest corner of abutment of highway bridge about 600 feet
northwest of station; 200 feet north of Cincinnati, Hamilton and
Dayton Railway track, aluminum tablet stamped WAS? «1 we vas wa 34

Gilboa, in front of station; top of rail ........0 0.0.0 eee eee eee

Moffits, 900 feet south of C. H. & D. Ry. crossing, in southwest corner of
stone abutment of wood bridge over creek or ditch, being 300 feet
north of T. road west, aluminum tablet stamped MPEG nace aaneaas

Moffits, at road crossing at station; top of rail.................000 eee eee

Benton Ridge village, in stone foundation of brick public school, 8 feet south
of northwest corner, under window, aluminum tablet stamped TEST

Leresic EAST ALONG New York, Cutcaco anv Sr. Louis Raitroap To
McComp, THENCE souTH TO Brenton Ripcr. A CHECK LINE WAS
ALSO RUN TO STANDARD BENCH MARK 4 MILES WEST OF FINOLAY.
Leipsic, 100 feet northeast of Minn. St., in stone sill of Lampe building, 18
inches above sidewalk between side entrance door and door to stair-
way; aluminum tablet stamped. “767? uo es:a0giaene ene vaxeare sees
Leipsic, in front of station; top of rail 2.24.23 0: seae nea deseedessaneess
Townwood, road crossing, top of rai] ...........0. 0.00 eee eee
Shawtown, road crossing, top of rai]... 6. eee ee

Shawtown, 6 inches from west end of stone culvert 50 feet southwest of rail-
way, 20 feet south of track, 3 feet south and 3 feet above tile of culvert,
aluminum tablet stamped “742” 0.0.0... occ eee eee ee

McComb, north side of the Main street east and west, in stone sill of Smith
building, 20 feet east of street north and south, 60 feet north east of
diagonal turn in street, aluminum tablet stamped “771”............

Blanchardtown, Hancock county, in stone foundation of brick schoolhouse,
subdivision No. 7, 1 foot from southwest corner, aluminum tablet
Stamped S00? sis. asccpeei aia anced provatedh sea ene beohin rerqnoeta entie slats cact amos Mena aa

Benton Ridge station, 1 mile northeast of; cross on east end of stone abut-
ment of wood culvert at crossroads. .......0.. 00 ec eee ee ee

DESHLER NORTHWEST ALONG BALTIMORE AND OHIO RAILROAD 6 MILES, THENCE
EAST ALONG HIGHWAY AND SOUTH TO HoyrsvILLn.

Deshler, in top of base stone of Gianque Block, 4 feet from southeast corner
next to alley on Main &t., about ae feet from C. H. & D. Ry. tracks,
aluminum tablet stamped “713” Bent NE ack chen See pists cant a aa

YEET.

738 628

745.269
751.6

|
753.074
755.1

778.189

767 .006
761.9
746.7
746 .6

742 392
770.798

809.410
759.11

- 712.985
TOPOGRAPHIC SURVEY.

Deshler, 6 miles northwest of; 1 mile north of Baltimore and Ohio tracks,
200 feet south of W. A. Jaqua’s residence, in northwest corner of field
at crossroads, iron post stamped ‘Prim. Trav. Sta. No. 11, 708”......

Deshler, 3.8 miles northeast of; about 50 feet southeast of crossroads at brick
schoolhouse, 75 feet northeast of crossroads about 0.75 mile east of
C. H. & D. Ry., iron post stamped ‘Prim. Trav. Sta. No. 12, 704”
(Recovered in 1907 by W. H. Monahan and local correction made.). .

Hoytsville, 2 miles north by 1 mile west of; in southwest corner of stone abut-
ment of small iron bridge over ditch, southwest corner of bridge,
aluminum tablet stamped 700” ............0.. 00: cee cee eee ee

BENCH MARKS AT HoyTsvILLE AND BELMORE sET rrom U.S.C. & G. 8S. Pre-
CISE LEVELS.

Hoytsville, 1 mile east of; in bridge seat course of stone southwest corner
abutment of B. & O. Ry. bridge 140 feet east of road crossing, alumi-
num tablet:stamped 709") gua natusdas coy en dechs Oden od One

Belmore, near southeast corner of town hall, east face of base stone, 6 feet
north of southeast corner, 1 foot from ground, 2.5 feet south of double
door entrance, aluminum tablet stamped “740”..................0-

523

EET.

707.508

703.600

700.363

708 .856

739.616
524 PROGRESS REPORT
COLUMBUS GROVE QUADRANGLE,

(Allen and Putnam Counties.)

The elevations in the following list are based upon various bench

marks within this area on the U. S. Coast and Geodetic Survey
icvel line Toledo to Cincinnati.

precise

The leveling was done in 1905 under the direction of Myr. M. Hack-

ett, topographer, by Mr. G. M. Limmick, levelman. |

The standard bench marks are stamped ‘‘ADJ 1903’’ in addition to

the figures of elevation.

COLUMBUS GROVE QUADRANGLE. ~

CoLUMBUS GROVE ALONG HIGHWAY NORTHEAST TO PANDORA, THENCE WEST
TO BRIDGE No. 51, 3 MILES NoRTH oF CoLUMBUS GROVE.

Columbus Grove, U.S. C. & G.S. B. M. “Q”, on southwest corner of Sycamore
and High streets, in watertable of Theodore Kenneke’s building,
24 feet west of northeast corner, bronze bolt.............0 2.000005

volumbus Grove, T.18., R. 7 E., northeast corner sec. 33, corner of Sycamore
and High streets, north face of Kenneke building, in watertable, 24
feet west of northeast corner, aluminum tablet stamped “776 ADJ
LOOSE pctind salary ng} Sea eM Aau Mage wees SHON Raa AGE GA Ruled ete

Columbus Grove, 3 miles north of; U.S.C. & G.S. B. M. “Q,” on second step
below bridge seat on south abutment of railroad bridge 51, Cincinnati,
Hamilton and Dayton R. R., chiseled square...............0.-----

Columbus Grove, 3 miles north of; T. 1 8., R. 7 E., between secs. 9 and 10;
in west end of south abutment of bridge 51, aluminum tablet stamped
FAS ADDS WOO BS aah ce singe dace Meesiae emits RAS PONTE Re MCR See aaa Bile GA

From Bringer 51, 3 MILES NoRTH oF CoLUMBUS GROVE ALONG HIGHWAY WEST
To KaLIpA, THENCE souTH TO RIMER, THENCE EAST AND SOUTH TO
West Carro.

T.15., R. 6 E., center sec. 12; 7.45 miles northwest of Columbus Grove; in
brickwork of schoolhouse, district No. 3, south end of east face, alumi-
num tablet stamped “740 ADJ 1903”... 2.00.0... 00. e ee eee eee

Kalida, T. 1 8., R. 6 E., center of sec. 5, in brickwork of schoolhouse , west
end of south face, aluminum tablet stamped “731 ADJ 1903”........

Kalida, 4.1 miles south of; T.18., R. 6 E., south side of sec. 30, in brickwork
of schoolhouse district No. 3, south end of west face, aluminum tablet
stamped. “749: ADI 1908)? oe nba d tiny oe der nee tay emcee eee eee wee

Rimer, T.28.,R.6 E., center sec. 7, in brickwork of schoolhouse district No.
9, north end of east face, aluminum tablet stamped “760 ADJ 1903”. .

Vaughnsville, in foundation wall of Christian church, south end of west face,
T. 258., R. &E., sec. 10, east side of; aluminum tablet stamped ‘768
ADD 908! Breate's ts dele we ee our ae aa Led hoes Sace aaa eee Neate

T.25.,R.7 E., sec. 17, east side of; 3.5 miles south of Columbus Grove, 70
feet south of highway, in west end of south abutment of railroad cul-
vert over Sycamore Run, aluminum tablet stamped “791 ADJ 1903”.

West Cairo, U.8.C. & G.S. B. M., 125 meters west of railroad, on south side
of Main St., on northwest corner of foundation of dwelling of Chas.
Wallis, acbrass bolt,. acccesqies oeaea ake chaSeees My eee a ees eReae en

West Cairo, T. 28., R. 7 E., sec. 32, north side of; in watertable of residence
of Chas. Wallis, north end of west face, aluminum table stamped “815
NDS, NOOB Aaa Beta batt Ae Rae ona Mevaae ee iat pan ena Baus aiieus o ae ees

RIMER ALONG HIGHWAY SOUTH TO ALLENTOWN, THENCE EAST TO LIMA.

T.28.,R.6E., sec. 29, west side of; 3.17 miles south of Rimer, in watertable
of schoolhouse, district No. 3, south end of west face, aluminum tablet
stamped: "783 ADI 1903"? os ect oh bees she Hae Leg sepa pA ee Qay

FEET.

775.919

775.937
746 .442

748 .046

740.070

731.084

748 .447

759.708
768 .003
790.548
814.618

814.594

783.276
‘TOPOGRAPHIC SURVEY.

Elida, T. 3 8., R. 6 E., sec. 8, southwest corner; in watertable of Methodist
church, east end of south face, aluminum tablet stamped “797 ADJ

TWQOB eas net ave dave eecnd exe de Gales ee tes Aa Res at Same shh eee Aas 8
Allentown, T. 3 8., R. 6 E., sec. 29, northeast corner of; in south end of east
ee of brick work of schoolhouse, aluminum tablet stamped ‘823

DS: NOOB Ch Soe ait tyes in eS on hae A eas aon wR toon cake ate mahi aes tale

LIMA ALONG HIGHWAY NORTHEAST TO BEAVERDAM, THENCE WEST TO Wrst
CarRo.

T.358., R. 7 E., between secs. 17 and 18, 3 miles north of Lima, in seventh
step from top at northeast quarter of viaduct under C. H. & D. R. R.,
chiseled square, U.8.C.&G.S., B. M. “TI? eee

T.358., R. 7 E., sec. 7, southeast corner of; 3 miles north of Lima, in top of
last step of northeast retaining wall of arched stone highway passage
under railway track, aluminum tablet stamped “821 ADJ 1903”... .

T.358., R. 7 E., sec. 11, south center of: 6.15 miles northeast of Lima, 400
feet north of 5 corners, in top of north end of west retaining wall of
stone highway culvert, aluminum tablet stamped “875 ADJ 1993”...

525

FEET.

797 .126

823 .257

836.395

821.196

875.616
526 PROGRESS REPORT

CONTINENTAL, DEFIANCE, M’CLURE, NAPOLEON, OTTAWA AND SWANTON
QUADRANGLES.

(Defiance, Henry, Lucas, Paulding, Putnam and Wood Counties.)

The elevations in the following list are based upon the latest adjust-
ment. For additional elevations in this area refer to precise lines Ottawa
via Roselm and Ridgeville to Haskins, of the U. S. Geological Survey,
and Toledo to Cincinnati of the U. 8S. Coast and Geodetic Survey.

The leveling on Defiance, McClure, Napoleon and Swanton quad-
rangles, was done in 1907 under Mr. R. D. Cummin, topographer, by W.
H. Monahan, Junior topographer. That on Continental and Ottawa
quadrangles was done the same year under Mr. R. C. McKinney, topog-
rapher, by Mr. R. C. Seitz, Junior topographer. The standard bench
marks at Ottawa was set in 1906 under Mr. M. Hackett, topographer, by-
Mr. G. M. Simmick, levelman.

The standard bench marks are stamped with figures of elevation.

SWANTON QUADRANGLE.

FEET.
FRom Point 6 MILES NoRTH OF GRAND RAPIDS NORTHEAST ALONG WABASH
RAILROAD AND HIGHWAY TO BENCH MARK 2 MILES SoUTH OF MONCLOVA -
on TOLEDO QUADRANGLE. (ON ACCOUNT OF A POOR CLOSURE THIS
LINE WAS CONTINUED SOUTH TO HasKINS MAKING A GOOD CLOSURE ON
tar U.S.C. & G. C. PRECISE LINE AND A PARTIAL READJUSTMENT WAS
THEREFORE MADE OF LEVELS ON TOLEDO QUADRANGLE.)
Whitehouse, in front of station; top of rail........ 2.0.0.0 0. eee eee eee 657.4
Whitehouse, 0.11 mile northeast of; on southwest foundation of Wabash

railroad pumping station, aluminum tablet stamped “658”........ 657 .937
M’CLURE QUADRANGLE.

Granp Rapips NorTH 6 MILES TO WABASH RAILROAD.
Grand Rapids, 2.8 miles north of; stone steps of schoolhouse on southwest

corner of road crossing, aluminum tablet stamped “671”............ 671.265
Grand Rapids, 6.04 miles north of; east wing wall of concrete culvert, 300 feet

south of railroad, top of; aluminum tablet stamped “663”.......... 662.512

FRoM 3 MILES NORTH OF SHUNK SOUTHEASTERLY TO McCLURE, THENCE SOUTH
TO POINT 3 MILES SOUTH OF WESTHOPE, THENCRH EAST TO HANEY, THENCE
NORTH AND EAST TO WINGSTON. (CLOSURES WERE MADE FROM THE
LINE NORTH TO CUSTAR AND TO LEVELS ON BowLING GREEN AND
DESHLER QUADRANGLES.)
McClure, 1.51 miles north of; by 2.88 miles west of; on northeast abutment
ot bridge over Turkey Foot Creek, aluminum tablet stamped “659”.. 657.918

McClure, schoolhouse, southwest corner of foundation, aluminum tablet

a. stamped “679 sen sco cwickes einer gacnde sew MAA Re Aa Gs Sea Beas 678 .526
McClure, 2.54 miles south of; frame schoolhouse on northeast corner of cross-
roads, aluminum tablet stamped “683” ............ 000 c eee eee eee ee 683.382
McClure, 4.34 miles south of; brick schoolhouse on right side of road, south-
east corner of; aluminum tablet stamped “691”...............-44. 691.148
Westhope, 3.05 miles south of; German Lutheran church on southwest corner 3
of road crossing, aluminum tablet stamped “702”. ..............064 702.460
Custar, 2.2 miles south by 1 mile east of, on concrete culvert, south side of
crossroads, aluminum tablet stamped ‘698”..........-+.--+e0e00e 698.191

Haney, concrete culvert, at west side of crossroads, aluminum tablet sta mped
SOO Gs siats stoi spate: bu wns Bare eal aseiatadn Ria tr Oats ae Rianh se gins Be Akgedue be Muses ales 696 .070
TOPOGRAPHIC SURVEY.

NAPOLEON QUADRANGLE.

FROM BENCH MARK 2.4 MILES EAST OF RIDGEVILLE SOUTH ALONG HIGHWAY TO
POINT 5 MILES SOUTH OF FLORIDA, THENCE EAST TO POINT 5 MILES EAST
oF HoLGATE, THENCE NORTH TO POINT 10 MILES EAST OF RIDGEVILLE.

Napoleon, 1.5 miles south of by 4.0 miles west of; northwest corner founda-
tion of schoolhouse on southeast corner of crossroads, aluminum
tablet stamped 702) sac c. icee. 4 aux ein aone bbe eased ee Plas wT GER

Okolona, 1.09 miles north of; 100 feet north of crossroads, east side of south
abutment of bridge, aluminum tablet stamped ‘‘702”..............

Florida, iron bridge over Maumee river, east end of northeast stone abutment,
top of, aluminum tablet stamped “671”.............0002 000 c eee

Florida, 4.13 miles south of; in foundation of I. Tietje’s stable, 175 feet south
o oe corners and 150 feet west of road, aluminum tablet stamped

Holgate, 2.02 miles west of; stone abutment of culvert on north side of road,
at road intersection, aluminum tablet stamped “711”..............

Holgate, 400 feet west of B. & O. station; brick building north of railroad,
south end of east watertable, aluminum tablet stamped “712”.......

Holgate, 0.75 mile southeast of railroad station; 100 feet north of railroad,
in southeast corner of forks of road, primary traverse post stamped
“Prim. Trav. Sta. No. 10, 1905” “710". 0.0.00. ees

Holgate, 3.96 miles east of; German Lutheran church at northwest corner of
crossroads, in southwest foundation, aluminum tablet stamped “707”

Malinta, 2.85 miles south of; concrete bridge over small creek at west side of
crossroads, in southwest abutment of, aluminum tablet stamped ‘‘694”

Malinta, in concrete front of Levi Ritter’s store, near southeast corner of;
aluminum tablet stamped “687” ......... 0.00.0... 0c cee eee eee

Shunk, iron bridge over Turkey Foot Creek, northeast abutment, aluminum
tablet :stamiped: G68) jc. ie siesyacm uae a icdnettetaiel ward Gul doen eine cine hous

Shunk, 2.93 miles north of; southeast corner of road forks, in brick school-
house, aluminum tablet stamped “671”..........0.0...00000 00000.

DEFIANCE QUADRANGLE,

DEFIANCE SOUTHEAST ALONG HIGHWAY TO POINT 5 MILES SOUTH OF FLORIDA,
Defiance, 3.33 miles southeast of; in southwest corner of foundation George
Beckers residence, aluminum tablet stamped “726”................-
Defiance, 8.32 miles southeast of; on concrete culvert at west side of roads,
aluminum tablet stamped ‘7287 0... eee

DEFIANCE WEST ALONG HIGHWAY 4.9 MILES, THENCE NORTH TO POINT 1.5
MILES SOUTH BY 0.8 MILE WEST OF STRYKER, THENCE EAST AND SOUTH
TO POINT 9.6 MILES NORTH OF DEFIANCE.
Defiance, 1.76 miles west of; on northwest abutment of iron bridge over Tiffin
river, aluminum tablet stamped “681” ...............-...00000000.
Defiance, 4.93 miles west by 0.61 miles north of; 150 feet south of road going
east, schoolhouse on east side of road, aluminum tablet stamped “715”
Defiance, 4.8 miles north by 4.9 miles west of; northwest abutment of bridge
over creek, aluminum tablet stamped ‘683”...................04.
Defiance, 4.93 miles west by 7.24 miles north of; on west side forks of road,
schoolhouse, aluminum tablet stamped 709” ........... 0.00.00,
Defiance, 4.93 miles west of by 9.34 miles north of; southeast corner of cross-
roads, schoolhouse, near front entrance, aluminum tablet stamped
COT ha cate Sead ates saan aR ih, tates ecrelek Gri Bh Wi Gaha Tne Eh Sharan Mado ede A oe
Stryker, 2.5 miles south by 0.8 mile west of; on northwest corner of school-
house at northeast corner of crossroads, aluminum tablet stamped
SETA G Gh ods de dressed PAS Reg tangs sha MOm aN Rane. leet eget Set eon atany St daca cute 8
Defiance, 12.70 miles north of; northeast abutment of bridge o ver creek, 739
feet west of crossroads, aluminum tablet stamped “703” ............

527

FEET.

701.814
702.337

671.256

717.492
711.458

712.146

710.297
706.763
694.548
687 .495
668 .276
670.789

726.073
728 .453

681.054
715.365
683.333
709.310

712,176

1

715.630

702.797
528 PROGRESS REPORT
OTTAWA QUADRANGLE,

Atv Orrawa.
Ottawa, T. 1 N., R. 7 E., sec. 27, southeast corner, in watertable of Hotel
Du Mont, 2 feet south of side entrance, aluminum tablet’ stamped
“731 ADJ OF oa ic &sgschanl s poaabatie Secs, Sahl 2d auNled dh d dh exact spars ae hak Meee ee eas 2k
Lripsic West ALONG CiINcINNATI, HamILTon AND Dayton anp New York,
Cuicaco anp Sr. Louis Rartroaps To ConTINENTAL.
West Leipsic, in front of station; top of rail... 0.0.0.0... 000002 e eee eee
West Leipsic, 2.55 miles west of; west side of highway crossing, 400 feet north
of New York, Chicago and St. Louis Railroad, concrete catch basin,
in top of, aluminum tablet SURMIPEO ZOO! can ena Vlad kien ended aes
Miller City, 490 feet north of New York, Chicago and St. Louis Railroad, con-
crete culvert over Miller Cut Off, 3 feet from west end, in top of south
guard, aluminum tablet stamped “733” 2.0.0.0... eee
Miller City. in front of station? top oftrail: :1s2224404s een ee erage ewan
Ixieferville, 300 feet east of station; 75 feet south of railroad and 15 feet west
of highway, concrete catch basin, aluminum tablet stamped ‘72L’’.
IXieferville, in front of station; top of rail ........... 0.000002 2 eee eee
LEIpsic NORTH ALONG Detroit SourHERN Rainroap TO HAMLER, THENCE
NORTHEAST ALONG BaurimoreE AND Onto RarLtroap To HoLaaTe.
Prentiss, in northwest corner of foundation of elevator, aluminum tablet
SCAT POC “BAD Massed cclevn ean so we eeeaccadsteire. Wistaladitinaa siting eundoeantne aia rete anys
Gallup, retaining wall under south approach, west face, elevator aluminum
tablet:stamped “735”? < c.44e¢¢hah8 beau eee sae esGUS as Shee ee se
Gallup, road crossing, top of rail .... 2.0... eee eee
Hamler, crossing of Baltimore and Ohio and Detroit, Toledo and Tronton
TALTOAMS, GOP Oh Tall 133.0 2ctkene ercadonheh metas daa wha s SAM eae eu eae
Hamler, 900 feet west of Baltimore and Ohio station; west end, south coping
masonry culvert, aluminum tanlet stamped “714".................

Hamler, 2.42 miles west of; highway crossing, in west side of concrete culvert
about 30 feet south of railroad, in elliptical name plate, cross cut,
stamped (10M cara s-cae yams aale wines iy aun Dek Be Sak Le eee eS

HOLGATE SOUTHWEST ALONG To.mpo, Sr. Louis AND WESTERN RAILROAD
To Norra Crerk.

Holgate, 400 feet west of Baltimore and Ohio station; brick building north
of railroad, south end of east watertable, aluminum tablet stamped
DER sortie Ss ohn a) tne See hte ip Ree ae OTE th Geo Sv aS ted gd eae ese FA thee WEE

New Bavaria, in front of station; top of rail ............2..00000 0200000

New Bavaria, brick building 50 feet west of railroad, aluminum tablet in
stone under east window, stamped “740”. .............. 000020000

Pleasant Bend, in front of station; top of rail...........2.....00 00.200

North Creek, in front of station; top of rail......... 0000.00.02 eee ee eee

North Creek, 0.35 mile south of; small iron highway bridge 15 feet east of

railroad, west abutment, south bridge seat, aluminum tablet stamped

Wisterman, in front of station; top of rail ................. 0.00. eee eee

es foundation under east end of elevator, aluminum tablet stamped
2 ?

CONTINENTAL QUADRANGLE,

Norts Creek soutuwesr ALONG Sr. Louis anp WesTeRN RaiLRoap To
CONTINENTAL, THENCH Wust ALONG Nrw york, CuIcaco AND Sr.
Louis Raitroap To OAkwoop. :

Continental, New York, Chicago and St. Louis water tank, foundation under,
aluminum tablet SHAT Peds QO" a ica scx i nae d danke adel el oar sunipnnmiedsie sd

Continental, crossing New York, Chicago and St. Louis and C. & G. M.
railroads, LOD OF TAtlierkr apie dese i donate REREA LE TRAE

FEE1.

731.028

765.0

756.267

732.909

734.1

720.719
726 0

744.665

735.248
732.5

715.7
713.950

709 .622

712.146
735.0

739.534
743 .6
721.0

717.535
722.1

722.518
TOPOGRAPHIC SURVEY.

Continental, crossing of New York, Chicago and St. Louis and Clover Leaf
railroads, ‘top iof Tail <i02 hvao weir ga POG Mee ORG eho a RG eS

Continental, 3.0 miles west of; highway crossing; bridge 500 feet south of
railroad, in northeast bridge seat, aluminum tablet stamped ‘‘719”..

ROSELM WEST TO CROSSROADS 1 MILE WEST OF GROVERHILL, THENCE NORTHER-
LY ALONG HIGHWAY 9.5 MILES, THENCE EAST 0.5 MILE, THENCE NORTH
0.5 MILE THENCE EAST 0.5 MILE, THENCE NORTH 3.1 MILES, THENCE EAST
3.8 MILES TO JUNCTION WITH DIAGONAL ROAD, THENCE NORTHEAST TO
NEAR DEFIANCE.

Roselm, McWilliams Great Mill, east face, aluminum tablet stamped ‘'724”
(Precise level esos caiscat tases S85 ses oe be PEER EE Soa we ey REC ES BE

Groverhill, small iron bridge across main street, 1,090 feet north of railroad,
south abutment, west wing wall, aluminum tablet stamped ‘725”....

Grover Hill, in front of station; top of rail ............ 0.0002. eee

Grover Hill, 1.02 miles west of; and 1.03 miles north of; northwest corner of
: crossroads, iron post stamped ‘Prim Trav. St. No. 4, 727”..........

Melrose, 4 miles west of; 990 feet north of New York, Chicago and St. Louis
Railroad, 250 feet west of crossroads, south wing wall, east abutment
small iron bridge, face of, aluminum tablet stamped ‘‘708”..........

Paulding, 4 miles east of; on Chartal Trail, crossroads, masonry under culvert,
west end of small bridge, aluminum tablet stamped “721”..........

Junction, 1 mile west by 0.88 mile south of; north abutment, east wing wall,
small iron bridge, top of, aluminum tablet stamped ‘'704”..........

Junction, 1 mile west of by 3.0 miles north of; schoolhouse in northwest corner
of crossroads, east face of foundation, aluminum tablet stamped ‘'716”

Junction, 3 miles north and 1.5 mile east of; small iron bridge over canal,
west abutment, south coping, aluminum tablet stamped “717”......

DELPHOS QUADRANGLE,

Near Grover HiLu soutH 1 MILE AND RETURN.

Grover Hill, 1.02 miles west by 1.68 miles south of; small iron bridge, south
abutment, east wing wall, face, aluminum tablet stamped “730” .....

34—T. S.

529
FEET,
725.5

719.233

724.334

725.247
728.6

726.991

707.881
721 208
703 .687
716.440

717.141

729.860
530 PROGRESS REPORT
DAYTON, JEFFERSONVILLE, LIMA, MT, STERLING, SIDNEY, SPRINGFIELD, TROY
AND XENIA QUADRANGLES.

(Allen, Auglaize, Clark, Fayette, Greene, Madison, Miami and Montgom-
ery Counties.) .

The elevations in the following list are based upon an aluminum
tablet in the courthouse at Columbus stamped ‘‘778 COLUMBUS.”’ The
elevation of this is now accepted as 777.601 feet above mean sea level, as
obtained by precise leveling of 1905. The work on these quadrangles is
mostly controlled by the precise level line, Toledo to Cincinnati, run by
the U. 8. Coast and Geodetic Survey.

The leveling was done in 1903, under the direction of Mr. Van H.
Manning, topographer, by Messrs. H. G. Lowe, C. J. Hoover, W. C. Tup-
per and B. J. Green, levelmen, on Springfield quadrangle; by Messrs.
C.-W. Marvin and R. G. De Frees, levelmen, on Lima quadrangle; by
Mr. De Frees on Dayton quadrangle, and Mr. Green on Mt. Sterling
dauadrangle. The advance work on the. Troy, Sidney and Xenia quad-
rangles was done by Messrs. De Frees, Marvin and Green, respectively.

The standard bench marks are stamped with the letters ‘‘COLUM-
BUS” or ‘‘COL”’ in addition to the figures of elevation.

LIMA QUADRANGLE.

FEET.
LIMA WEST ALONG RAILROAD TO KmMPTon, THENCE GENERALLY SOUTH ALONG
HIGHWAY TO WAPAKONET, ATHENCE SOUTHWEST TO NEAR SOUTHWEST
CORNER OF QUADRANGLE, THENCE EAST TO SANTA FE, THENCE NORTH
TO RAILROAD AND WEST ALONG SAME TO Lima.
Lima, U. 8. Coast and Geodetic Survey bench mark “V”... 2... ......0.... 877.449

Tima courthouse, southwest corner of; aluminum tablet stamped ‘884 COL”’. 884.451
Lima, office building of Chicago and Erie Railroad, 1 foot east of northwest

COLNET; SOUSTE: sc uses sh Sas de he BS Bee Ge ee EA Coe BSE A Se eS 881.904
Lima, Western Ohio Railroad crossing over Chicago and Erie Railroad,
northwest corner stone pier, southwest corner of, chiseled square’..... 877.259

Kempton, T. 48., R. 6 E., northwest quarter of; brick schoolhouse, 500 feet

north of Chicago and Erie Railroad crossing, 3 feet north of southwest

corner of schoolhouse, aluminum tablet stamped “836 COL”........ 835.769
Hume, T. 4 &., R. 6 W., sec. 30. southeast quarter of; 2-mile Creek, railroad

bridge over, east abutment, southwest corner of back wall, bronze

tablet stamped “846 COL” ........ 00000000 845.252
Wapakoneta, sec. 29, southwest quarter of; iron bridge over Auglaize River,

north abutment, east end, southwest corner, aluminum tablet stamped

MRSS COLMS jan Lortaialseieghilaetdte xetaglinins Ry aay ae Nee ee aalkenacaeates 885.791
Wapakoneta courthouse, 20 feet south of northeast corner of; U. 8. C.& G.S.
: bench mark “Z’’, copper bolt..... 0.0.0.0... cee cee eee eee eee 898 .519
T.658., R. 5 E., sec. 1, quarter line north of center; small iron bridge over

creek, south abutment, northwest corner bridge seat, squaré........ 879.76

Washington Township, T. 6 §., R. 5 E., sec. 12, near center of; subdistrict
No. 6, schoolhouse at road running east, north side of stone door sill,
aluminum tablet stamped “908 COL” ......... 0.000.002 eee eee 908 .327
T.658., R. 6 E., sec. 20, southwest quarter of; small girder bridge Western
Ohio Railway, 1,000 feet north of highway, south abutment, north-
west corner, aluminum tablet stamped “973 COL”................. 973.535
TOPOGRAPHIC SURVEY.

T.658., R. 7 E., sec. 2, southeast quarter of; Lusk schoolhouse, at crossroads,
stone door sill, north end of; aluminum tablet stamped ‘1019 COL”..
T.58., R. 7 E, sec. 7, northeast quarter of; Wesley Chapel M. E. church,
1,000 feet south of crossroads, stone door sill, north end, aluminum
tablet: stamped “‘10S86:COL” s.c.acr es. yatag hee cud eeeca teeee end bs
T.558., R. 7 E., sec. 12, northwest quarter of; Shamon school southeast of
crossroads, stone door sill, west side of, aluminum tablet stamped
FLOOS COM? siees senna: 8 ew nieic gnitsend eaupnel eine 4 ukens Gee Gia dt elaieisiduastiel ea
T.45., R. 7 E., sec. 26, southwest quarter of; iron bridge over Auglaize River,
southeast wing wall, southwest corner of; aluminum tablet stamped

O22 CO Lge wine stecertciere pate vein et oe cca Avalecotoan hie Antaae tla banceeste ter steht ake
T.458., R. 7 E., sec. 2, southwest quarter of; small iron bridge 50 feet east of
road crossing, northeast corner of bridge seat, west abutment, alumi-

_ num tablet stamped “942 COL”. 1.0... eee es

LiMA SOUTH ALONG CINCINNATI, HaMILTON AND Datyon RaILROAD AND
HIGHWAYS VIA CRIDERSVILLE TO WEINGARTEN SCHOOL NEAR FRey-
BURG.

Cridersville, T. 4 8., R. 6 E., sec. 35, northwest quarter of; Blackburn and
Fisher hardware, brick building west of railroad, north side of Main
street, stone door sill, east end, aluminum tablet stamped “891
COLUMBUS 1903) ic cc wev cur esd Hd SEER bee BNE ORS OES Haars

Parlette schoolhouse, T. 4 8., R. 6 E., sec. 23, northeast quarter of; at road
forks, stone door sill, east door, aluminum tablet stamped ‘919
COLUMBUSA908) gare cid dea anh acing Caak Maar anes tee Hades

T.658., R. 6 E., sec. 23, near east edge of; Weingarten school, in stone door
sill, north side, aluminum tablet stamped “1016 COL”..............

DAYTON QUADRANGLE.

Dayton atone Bic Four RAILROAD NORTHEAST TO OSBORN, THENCE NORTH
ALONG HIGHWAY NoRTH TO McKernpric CHURCH, THENCE WEST TO
WALNUT GROVE (SCHOOLHOUSE) NEAR GRAYSON.

Dayton, U. 8. C. & G.S. B. M. No. A-3, corner of Main street and Fifth
street, in east face, southeast corner of post-office, in watertable,
brass: boli sere csceia gi sara-anasninis Guleleag awit eels ata shnely Me-y-uate dhs ow ante, on ok

Harshman, 2 miles east of; at bridge No. 153, 20 feet south of track in stone
wing wall, aluminum tablet stamped “790 COLUMBUS”...........

Simms, in platform southwest corner of station; nail......................

Osborn, in school building, in top of sill of foundation 5 feet west of front
door, aluminum tablet stamped “826 COLUMBUS 1903”...........

Medway, in northwest corner of, Valley pike and New Carlisle pike, at hotel
building, on east end of sill of each door, chiseled square............

New Carlisle, north side of; northeast corner of City Hall, in sill of window,
aluminum tablet stamped ‘907 COLUMBUS 1908”................

New Carlisle, 4 miles north of; 900 feet east of McKendric Church, at iron
bridge, over drain, on north side of west abutment, aluminum tablet
stamped 955 COLUMBUS 1903” .... 0.02. cece

GRAYSON ALONG HIGHWAY WEST TO GRANGE HILL, THENCE SOUTH TO Dayton.
Cowlesville, 2 miles west of; 0.25 mile south of; crossroads at Grange Hall,
east side of road, first house south of crossroads, in west face of founda-
tion of large barn, aluminum tablet stamped “902 COLUMBUS 1903”
Ginghamsburg, 1.5 miles south by 1.5 miles west of; at Anderson’s schoolhouse
Butler Township, in face of front door sill, aluminum tablet stamped
£998 COLUMBUS 19038" \ acacia ive aie eet Sacora esas bes acs
Spanker, 2 miles southeast of; Eagle Ford bridge, north of Shiloh Church, in
west end of north abutment, aluminum tablet stamped 772 COLUM-
BUS reais aates el co shee. cive dues erate anapa te aes Ep Gnd Dhibnceria a ala Ao eaao needed
Dayton, on southwest corner of first granite step of Soldier’s Monument,
City Engineer’s B. M., (city elevation—26.44) .................0...
Dayton, Miami River, Union street bridge, southeast corner of, in top of
parapet wall, aluminum tablet stamped “755 COLUMBUS 1903”....

,

531

FEET.

1019

1085

1005

921.

941.

891.

919.

1016

743

789.
799.

825.
851.
906.

955

902.

998.

771

748,
754.

464

.611

537

996

603

332

020

006

435

545
63

971
50

651

.279

064

379

752

57

565
532 PROGRESS REPORT

Av TIppEcANOE.
U.S. C. & G. 8. B. M. on Tippecanoe lock, on northeast side of south end, on
center of coping of wing wall, chiseled square...................---

Tippecanoe, in east side of school building, north of front door, in foundation,
aluminum tablet stamped ‘845 COLUMBUS 1903” ................

Picayuner Lock 2.5 MILES SOUTH OF, TIPPECANOE EAST TO WEST CHARLES-
TON, THENCE SOUTH AND WEST TO POINT 2.4 MILES soUTH TADMOR.
U.S.C. &G.S. B.M. V 2, 2.5 miles south of Tippecanoe, on Miami and Erie
Canal, on Picayune lock, on coping stone 12 feet south of king post,
6 inches east of edge of wall, chiseled square .............-...-.5..
West Charleston, in sill of foundation of school, west face, northwest corner,
aluminum tablet stamped “967 COLUMBUS 1903” ...............
Phoneton, 2.25 miles south of; 0.33 mile south of Wayne Chapel, west side of
road, in south face of southeast corner of foundation of residence of
David Orm, aluminum tablet stamped “958 COLUMBUS 1903”.....
Taylorsburg, canal bridge, southwest corner of west abutment, on coping
stone, large ‘chiseled CrosSes.i0% csben ders pauses ad geen yodes be oes

Tadmor, 2.3 miles south of; U.S. C. & G. 8. B. M. No. 4,C. H. & D. R. R.

bridge No. 8, over Poplar,Creek, west side of north abutment, square
GUE OU 4 6 atta hue BAGH aon sk heh hein hand Adousg aaa rnk adh ni Dhaetaawa dries Guay aalidy ae

OSBORN NORTHEAST ALONG Bic Four Raitroap TO ENON STATION.
Osborn, 1 mile northeast of; Mad River Township, at road crossing, north-
east corner of iron bridge over creek, top of abutment stone, chiseled

SPRINGFIELD QUADRANGLE.

ENON NORTHEAST ALONG Bia Four RaILROAD TO SPRINGFIELD.

Enon, north side of northwest corner of Erie station; Mad River Township,
in face of brick wall, bronze tablet stamped ‘875 COLUMBUS”’......

Springfield, at north end of west side of Fountain, opposite east entrance
City Hall, in top of stone base step, copper bolt (City B. M.).........

Springfield, City Hall, in face of second arched pillar from north end,
aluminum tablet stamped “979 COLUMBUS” ... Sgr reteset teees

SPRINGFIELD ALONG PIKE SOUTH VIA PITcHIN TO SELMA.

Springfield, Clifton and Summit avenue, east side of Clifton street, southeast
city limits, north end of stone culvert, chiseled cross................
Springfield, 4.5 miles south of; Springfield Township, T road east, northeast
corner of high iron truss bridge over north fork of Little Miami River,
on top of abutment wall, chiseled cross.............-.........004-
Pitchin, Green Township, northwest corner of crossroads, northeast corner of
general store of E. L. Nave, 10 feet south of north end, in face of
foundation wall, aluminum tablet stamped “1087 COLUMBUS”’.....
Pitchin, 2.75 miles south of; Green Township, southeast abutment wall of
high truss bridge over Little Miami River, cross on top of top stone...

SPRINGFIELD SOUTHWEST ALONG Lirrie Miam1 Rat~Roap To GoES, THENCE
ALONG HIGHWAY SOUTHEAST TO CEDARVILLE.

Emery Chapel station, 3.9 miles southwest of Springfield, 450 feet south of
Emery Chapel station; bridge over Mill Creek, north abutment, north-
east corner of, chiseled square........... 00.0.0 e eee eee

Hustead, 330 feet south of station; on northwest corner of stone culvert,
aluminum tablet stamped “1021” .......... 0.0.0... c eee eee eee

Yellow Springs, 0.6 mile north of; 1.2 miles south of Hennessy station, on
southwest corner of stone culvert No. 158, chiseled square...........

Yellow Springs, 200 feet west of station; on east end of stone step to front
entrance to Ridgeway’s drug store, chiseled square.................

Goes, brick schoolhouse, District No. 4, at front entrance, in face of north end
of door sill, aluminum tablet stamped “874 COLUMBUS”..........

Cedarville, 3.5 miles northwest of; at forks of road, on top of stone culvert,
chiseled: Cross: sa-2e ches ge se adv Hees Keg Se aOR FAROE AE Ben ae aS ee

FEET.

806.932
845.397

797 .227

966 . 562

958 .259

796.70

773.414

831.97

875.065
977 .395

979.276

1026.142
1028.15

1086 .612

1030.96

997 .57
1020.585
979 .74
978.77

874.419
TOPOGRAPHIC SURVEY.

SPRINGFIELD NORTHWEST ALONG TREMONT PIKE TO Eacur City, THENCE
BAST TO VILLA AND SOUTH TO SPRINGFIELD.

Eagle City, at 8. R. Hockman estate, southeast corner of foundation of white
house, aluminum tablet stamped “927 COLUMBUS”..............

Villa, 400 feet west of road north and south, in southwest corner of founda-
tion of C. R. Marshall’s house, aluminum tablet stamped “1079
COLUMBUS S255. de dG wee iene isang ke Gpatieadnn mlicnere Bae a webcast seal

STAFFORD’s CORNERS ALONG PUBLIC ROAD BAST viA NortH Hampton To
Eaaus Crry.

North Hampton, just west of center of town, in north end of west abutment
of iron bridge, aluminum tablet stamped “1080 COLUMBUS”.......

ERA QUADRANGLE.
DaRBY SOUTHEAST ALONG BALTIMORE AND OHIO SOUTHWESTERN RAILROAD
via Mt. STERLING AND BLOOMINGBURG TO WASHINGTON CoURTHOUSE.
Era, in front of station; top of west rail .........00 00.002 ee

Era station, 0.5 mile south of; south abutment of bridge No. 14, over Deer
Creek, west end of bridge seat of, chiseled square...........-...5-.

MT, STERLING QUADRANGLE.

Mt. Sterling, 2 feet north of main entrance to town hall building, in water-
table of, aluminum tablet stamped “905 COLUMBUS 1903”........

Mt. Sterling, at south end of station; top of east rail..................004.

Cook’s, east end of south abutment of concrete wall of sewer under public
road 100 feet north of station; chiseled square..................4.-

Madison Mills, 300 feet north of station; small iron bridge leading north from
station, on top of east end of north abutment of, aluminum tablet
stamped ‘914 COLUMBUS 1908” ............0 00... e eee eee

Madison Mills, north end of station; top of rail ................0 00 eea ee

Bloomingburg, on south wall at southeast corner of Bloomingburg mill,
aluminum tablet stamped “980 COLUMBUS 19038” ...............

Bloomingburg, north of station; road crossing, top of east rail.............-

Washington Courthouse, on window seat at south corner of, aluminum
tablet stamped “980 COLUMBUS 1903”..................202000-

WasHINGTON COURTHOUSE SOUTHEAST ALONG CINCINNATI, HAMILTON AND
Dayton R. R. AND HIGHWAY 7 MILES, THENCE NORTHEAST TO NEw
HoLuaND, THENCE NorTH TO Mr. SreRnine.

Washington C. H., 6.0 miles southeast of; on the Robinson road, on south
end of west abutment of small iron county bridge, aluminum tablet
stamped ‘888 COLUMBUS 1903” ...........0 50. e cece ees

Wayne and Marion Township line, on east side of road, at foot of hill, top of
township line monument ........... 0.6.0.0. e eee eee ees

New Holland, on county line between Fayette and Pickaway counties, north
side of road, forks to south, top of stone monument...............--

New Holland, south margin of road and southwest corner of cemetery and
forks to north, on Pickaway and Fayette county line, top of monument

New Holland, on foundation wall of town hall, 3 feet north of main entrance,
aluminum tablet stamped “857 COLUMBUS 1903”................

New Holland, 1.35 miles northwest of; on top of east abutment of stone cul-
vert; chiseled’ square: pai sont dean Soe daw Rad hee He teeS Ges wed

Waterloo, 0.9 mile south of; on west margin of Waterloo and New Holland

ike, 50 feet south of crossroads, on Fayette and Pickaway county
ine, top of monument .. 2... eee eee teeta

Waterloo, (Pancoastburg P. O.), on foundation wall at southeast corner of
public school building, aluminum tablet stamped ‘867 COLUMBUS
T9082 cs ecce ee Sale ain ke aye le ace Pie Be uaa Matelally ale slo a last oR eee eclaes

Waterloo, 1.6 miles north of; on cast end of south abutment of small iron
bridge, chiseled square .... 2.0... 00 e cece cece eee ete eee

Yankeetown, 150 feet north of crosspikes on west end of south abutment of
small iron bridge, chiseled square ............ 6000s cece eee eee

533

FEET.

926

1077

1079

881.
866.

905.
907.

911

913.
920.

980.
978.

979.

887.

853

860.
862.
856.

870.

869

557

451

986

64

535

41

487

175

50
921

681

75

11

760

62

72

-258

59

04
534 PROGRESS REPORT

Yankeetown, small iron bridge, west end of north abutment, aluminum
tablet stamped ‘841 COLUMBUS 1903” .................20 cee eee

Mt. Sterling, 3.35 miles south of; on top of east abutment of stone culvert,
chiseled square’ 3 ga cc an) ncclaets an eens ean eda Wed ea Mee OTe eet PRES

Mt. Sterling, 1.75 miles south of; on west margin of pike between Fayette
and Madison counties, top ‘of stone monument..................-05
Mr. STERLING WEST ALONG PUBLIC ROADS VIA Ranex To SEDALIA.

Mt. Sterling, 2.95 miles west of; on north end of east abutment of small
bridge; iGhiseled sqjtiare® jac -c.siceacne sects seed gaits gwlade lone Ryd gh phan

Chenowith, 2.0 miles east of; brick schoolhouse south side of pike at forks to
south, on north wall, aluminum tablet stamped ‘942 COLUMBUS
DOO scons hee Bint poh Goeik Be aewe Heats Hie oOo Base Babe tase al Sheree ete na sae ea

Range, 1.7 miles east of; on west wall at southwest corner of Bethel church,
aluminum tablet stamped ‘991 COLUMBUS 1903”................

Sedalia, 0.7 mile east of; just east of cemetery to south, on south end of east
abutment of iron bridge, chiseled square...............0.0 0000000

Sedalia, at southeast corner of Federal and Main streets, on top of stone,
aluminum tablet stamped ‘1071 COLUMBUS 1908”...............
SEDALIA SOUTH ALONG HIGHWAY TO WASHINGTON CoURTHOUSE.

Sedalia, 2.25 miles south of; on Madison and Fayette county line, on west
margin of pike, top of monument...............20..0.00 00 cee eee

Yatesville, 1.7 miles northwest of; Green’s schoolhouse, on south wall near
southeast corner of, aluminum tablet stamped “1035 COLUMBUS
TO08? - i. six ik San ee pena eens Ve eday skies 2408 ten Re a Rabe esas

Eber, 3.3 miles northwest of; on forks to west, north end of east abutment
of iron bridge over Paint Creek, aluminum tablet stamped 1006
COLUMBUS 1908” ccctiai aes cn peak aita woes 16a aan eatad bea gS

JEFFERSONVILLE QUADRANGLE.

SEDALIA WEST ALONG HIGHWAY VIA SouTH SoLon To SELMA.

Sedalia, 3.7 miles west of; west end of south abutment of covered wooden
bridge over Paint Creek, chiseled square.............-..002.00000-

Sedalia, 4.95 miles west of; on north end of east abutment of iron bridge,
Chiseléd Squares gic-cswidon wa wmalnnteehacs at ne Rosh eaten shar oemniis

South Solon, on north wall near northeast corner of city building, aluminum
tablet stamped “1117 COLUMBUS 1903”. .........0..0.0..0...00.

South Solon, 3.8 miles west of; on south end of small culvert at crossroads,
schoolhouse to north, chiseled square.................0.000000005

XENIA QUADRANGLE.

SELMA SOUTHWEST ALONG PANHANDLE RAILROAD TO CEDARVILLE.

Cedarville, at southwest corner of United Presbyterian church, south side,
in face.of foundation wall, 2 feet above ground, aluminum tablet
‘stamped “1055 COLUMBUS”... ... 00... oe eee

TROY QUADRANGLE.

BENCH MARK SET FROM LEVELS ON DAYTON QUADRANGLE.

Grayson station, 0.5 mile north of; Walnut Grove schoolhouse, forks of road
to east, 800 feet south of road fork west to Troy, in face of front door
sill, aluminum tablet stamped “838 COLUMBUS”.................

SIDNEY QUADRANGLE,

BENCH MARKS SET FROM LEVELS on, LIMA QUADRANGLE.

T.6%., R. 7 E., sec. 27, northwest quarter of; southwest corner of Castle
school, aluminum tablet stamped ‘1015 COL”.................2.,

FEET.

841.064
862.85
897.17

922.96

942.348
990.645
1043 .85

1071.748

1034.90
1034 .624

1005 940

1058 .32
1081.90
1117.700

112.30

1054.587

837.939.

1015.633
TOPOGRAPHIC SURVEY. 535

LONDON AND SOUTH CHARLESTON QUADRANGLES.
(Clark and Madison Counties.)

The elevations in the following list are based upon an aluminum
tablet in the courthouse at Columbus stamped ‘‘COLUMBUS 778.’”’ The
elevation of this is now accepted as 777.601 feet above mean sea level.

The leveling was done in 1904 by Frank W. Hughes, levelman, and
in 1905 by Mr. J. A. Ogle, levelman, under the direction of Mr. W. H.
Griffin, topographer.

All standard bench marks on the London quadrangle are stamped
with the legend ‘‘ADJ 1903.’’ The bench marks on both quadrangles
are stamped with figures of elevation.

SOUTH CHARLESTON QUADRANGLE.

FEET.
PITCHIN NORTHEAST ALONG HIGHWAY VIA PLATTSBURG TO NEAR SUMMER-
FORD, THENCE WESTERLY TO VILLA.

Pitchin, 3.8 miles northeast of; Pleasant Ridge schoolhouse, in northwest
corner of foundation, 1.5 feet south of corner, aluminum tablet
SCAM ped OBE sale Salers rele tae Sk hee Reames ae he a aa a an 1083 .893

Harmony, 2.3 miles south of; Fletcher M. E. Church, in top stone of founda-
tion 1 foot south of northwest corner, aluminum tablet stamped “1149” 1149 .033

Plattsburg, 3.8 miles west of; at Newlove crossroads, Newlove schoolhouse,
in stone under door, aluminum tablet stamped ‘1109”.............. 1109 .094

Plattsburg, high school, in foundation on north side 2 feet west of entrance,
aluminum tablet stamped “1155”............. 0.0.0.0. eee eee eee 1155. 237

Plattsburg, 2.8 miles east of; Wilson schoolhouse, in stone under door,
aluminum tablet stamped “1179” ..........0....00. 02 ee eee eee 1178 .831

Summerford, 1.2 miles west of; 0.2 mile north of National pike and Columbus

and Springfield Electric Railroad, 0.4 miles north of Dove Creek school,

bridge over Deer Creek, at southeast corner of parapet, aluminum

tabletiatampéd; “1088? assca.canes ogden peeing eeled waoake Rea eu 1085 .130
Brighton, 4 miles north of; 0.5 mile north of Brighton and Tradersville pike,

in Lundys Lane, 600 feet south of T roads, in northeast abutment of

bridge, third stone from top, aluminum tablet stamped ‘1161”...... 1160.973
Vienna Crossroads, 2 miles north by 0.5 mile east of; Pleasant Township

school, Sub-district No. 3, in foundation of W. Shorey’s house, north-

west corner of; aluminum tablet stamped “1236”.................. 1235.635
Vienna Crossroads, 2 miles north by 2 miles west of; in top stone of foundation

of Asbury Chapel, 2 feet west of southeast corner, aluminum tablet

stamiped “LdS22. jc. ccsuie tens cart ahead Bae as ihe eS hee ade Reed Base 1181.726
New Moorefield, public school building, 0.7 foot east of southwest corner, in
top of stone foundation, aluminum tablet stamped ‘1054”.......... 1054.175

SELMA NORTHEAST ALONG HIGHWAY NEAR PrrrsspurG, CINCINNATI, CHICAGO

anpD St. Louis Rattroap To Lonpon.
Selma, in southwest corner of south face of stone foundation of general store

at Pan Handle station; bronze tablet stamped ‘1086”” COLUMBUS. . 1086.077
South Charleston, public school building, in top of stone foundation, south-

‘ west side, aluminum tablet stamped “1132” (Reported destroyed in

OTs Se ceersarin ech see ohana eran haere apenas aa atrty idee acta ets ae RL te aang 1131.934
South Charleston, 4 miles northeast of; where Madison and Clark county line

crosses London pike, south side of county line stone, aluminum tablet

Stamped: TSO is ori tae stave mitered Mes Mean K aeecibh doin tenes sinew 1138. 402
London, 4.6 miles southwest of; 400 feet southwest of house, in top of town-

ship line stone, aluminum tablet stamped ‘'1122”.................. 1121.430
536 PROGRESS REPORT

SELMA SOUTHEAST 1 MILE TO COUNTY LINE.

Selma, 1 mile southeast of; 150 feet east of forks to north, south margin of
road, top of stone monument, chisel’'mark “CW? acca cccaave cats

LONDON QUADRANGLE,

RANGE NORTH ALONG HIGHWAY TO LONDON.

Range, 2.2 miles north of; Concord schoolhouse, in brick wall of doorway,
aluminum tablet stamped “1042 ADJ 1903” ...................05.

Newport, (Walnutrun), 3.5 miles south of London, in south end of west wall
of schoolhouse, aluminum tablet stamped “1071 ADJ 1903’’........

LonDON ALONG HIGHWAY NORTHEAST TO GILLIVAN, THENCE SOUTHEAST TO
West JEFFERSON.

Lafayette town hall, at southeast corner of brick wall, aluminum tablet
stamped “1013 ADJ 1908?" wi ¢ sock euame eis mee ee eae ewe eave Lees

Gillivan, in M. E. church, north side, in brick wall, aluminum tablet stamped
SOE PST: LOO BOS sete saptre ck kil: ieee ne ute Supach lke d Geach Soe dlaun Sewevayane

CoUNTY CORNER EAST OF Bra PLAIN WEST ALONG HIGHWAY VIA Bic PLAIN
to Lonpon.

Big Plain M. E. Church, in top stone of foundation; 1 foot south of northwest
corner, aluminum tablet stamped “985 ADJ 1903”.............5...

Big Plain, 3 miles west of; bridge over Deer Creek, 3 feet north of northeast
corner, in parapet stone, aluminum tablet stamped ‘940 ADJ 1903”’..

London, 4 miles southeast of; where Mt. Sterling pike leaves Big Plain road,
in south end of small stone culvert 450 feet west of road fork, alumi-
num tablet stamped “1009 ADJ 1903” .................0002-005-

LonDON NORTHEAST ALONG HIGHWAY NEAR PITTSBURG, CINCINNATI, CHICAGO
anp Str. Lovis Rartroap to West Jerrerson anp Bic Darsy
CREEK BRIDGE.

London, courthouse, in stone on south side of entrance steps on High street,
aluminum tablet stamped ‘1054 ADJ 1903” ...................0..

London, 3.5 miles northeast of; Deer Creek bridge on London and West
Jefferson pike, in south side of northwest parapet stone, aluminum
tablet stamped “936 ADJ 19038” 42:4: c00.0¢esa0g544ss00e3 04a 3 O88

London, 3.4 miles northeast of; road north, at Glade schoolhouse, on top
stone of doorstep at left entrance, aluminum tablet stamped ‘977
AID J MOB aciscspv sess) board ened be Recta Soke Ses deze ict The ONDA. wd dea seach wR ae

West Jefferson, 0.2 mile east of city hall, bridge over Little Darby Creek, 2
feet east of southeast corner of bridge, in parapet stone, aluminum
tablet stamped “898 ADJ 19038”... 00... eee eee eee

FEET.

1096.69

1042. 466
1071.496

1013 .482
977 .504

985.738

940.460

1009.40

1054. 238
986.712
976.975

898 .336
TOPOGRAPHIC SURVEY. 537

BLANCHESTER QUADRANGLE.

(Clinton County.)

The elevations in the following list are based upon the 1907 adjust-
ment datum, the connection with which is obtained through adjoining
work from both Columbus and Cincinnati. The primary lines from
Kings Mills and from Washington Courthouse to this quadrangle will
be published later when work on Lebanon and Sabina quadrangles is
completed. The U. 8. Coast and Geodetic Survey precise line in this
vicinity could not be recovered.

The leveling was done in 1905 by Messrs. C. W. Ogle and R. P.
Thompson, levelmen, under the direction of Mr. W. H. Griffin, topog-
rapher.

The standard bench marks are stamped with the legend ‘‘ ADJ
1903’’ in addition to their figures of elevation to the nearest foot.

BLANCHESTER QUADRANGLE.

FEET,

CLARKSVILLE EAST ALONG CINCINNATI AND Muskincum VALLEY RaILRoap

To CLINTON. .
Clarksville, northeast corner of J. E. Linn & Co. store, aluminum tablet

stamped “817 ADJ 1908” 0. seca eons enced eht es eon se neon ne aed 816.817
Clarksville, 2.5 miles east of; on northeast corner of east abutment of railroad

Culvert; Chiseledsgtlare: 2c: sa8-s4c08 425 gated § Vata eee Geena ets 856.50
Ogden, 1 mile east of; on southwest corner of west abutment C. & M. V. R. R.

bridge crossing Lytle Creek, chiseled square ...................0.. 932.69
Ogden, 2.5 miles east of; on southeast corner of east abutment of railroad

bridge; ‘chiseled ‘squares. .pei0dca.cet gee gaara dhs Gee es ree 4 964.83
Wilmington, in stone foundation, of steps to courthouse, east side of building,

aluminum tablet stamped “1026 ADJ 1903”....... ......... eee 1026 .073
Wilmington, 2.75 miles east of; on north end of east abutment of box culvert,

Chuseled Sq Ware: cov. gostiss x arch dag pete = iit Brena sReenestr'esna abe dl eraser cisndeede eR Ae 1045.74

WILMINGTON ALONG BLOOMINGTON PIKE NORTHEAST TO CLINTON.
Wilmington, 4.4 miles northeast of; in stone step of brick schoolhouse door
“Dutch schoolhouse,” aluminum tablet stamped ‘1046 ADJ 1903’’.. 1046.026

WILMINGTON ALONG WAYNESVILLE PIKE NORTHWEST TO JonAH RuN CuuRCH
NEAR HARVEYSBURG, THENCE SOUTH TO CLARKSVILLE.

Wilmington, 2.5 miles northwest of courthouse, on door sill of schoolhouse

of Union Township, chisel,mark 2.2 2.03:iecasauvoursesouesoeda wes 1019.39
Oakland, in southwest corner of foundation wall of schoolhouse, aluminum
tablet stamped ‘1008 ADJ 1903” ........ 0.0... eee eee 1008 . 207

Harveysburg, 1.5 miles east of; in southeast corner of foundation of Jonah

Run Church (Baptist), aluminum tablet stamped ‘943 ADJ 1903”... 942.888
Clarksville, 3 miles north of; in east end of 10 foot arch culvert under high-

way, aluminum tablet stamped “951 ADJ 1903” .................. 950.636

WILMINGTON SOUTHEAST ALONG HIGHWAY TONBEAR ANTIOCH, THENCE SOUTH-
west TO MARTINSVILLE, THENCE WEST TO CUBA, THENCE NORTH ALONG
B. & O. R. R. ro Wiiurineton.

Wilmington, 5.1 miles southeast of; in top of cast abutment of north wing
of highway bridge, 0.75 mile west of New Antioch, aluminun. tablet
stamped 1049: ADI 1908) oi ge inane aie aa tine tna pet pee te ale Sa 1049.:

Ww
ww
nw
538 PROGRESS REPORT

Martinsville, in stone step east door of Odd Fellows Hall, aluminum tablet
stamped ‘1086 ADJ 1908” 2.0.0... ccc ccc eee eens
Cuba, 250 feet west of station; in bridge seat east end of west abutment
B. & O. R. R. crossing of highway, aluminum tablet stamped ‘1034
ADJ 1908 ee star gs sie wes Big ook aes ok eet ce Gee gate Sekoaeas edie eo aS
Cuba, 2.5 miles northeast of: at road crossing, on north end of highway cul-

vert, on east side of B. & O. R. R. track and 8 feet southwest of old
wall, chiseled square

MARTINSVILLE ALONG HIGHWAY SOUTH 7 MILES, THENCE WEST TO BLAN-
CHESTER, THENCE NORTH TO CLARKSVILLE.

Martinsville, 4.0 miles south of; in northwest corner of brick schoolhouse
Subdistrict No. 4, Clark Township, Clinton County, in stone water-
table, aluminum tablet stamped ‘'1023 ADJ 1903”.................

Westboro, 3.2 miles east of; each end of east abutment of highway
bridge, chiseled square. ci ccccctyacereeeatdneadew regan nha aun ered

Westboro, 600 feet west of station; B. & O. R. R. bridge crossing west fork of
Todds Fork of Little Miami River, in top of concrete, south
wing wall, east abutment, aluminum tablet stamped ‘980 ADJ 1903”.

Blanchester, in southeast corner of 2 story brick building belonging to F. N.
Carnaham, on northwest corner of Main and Broadway, in stone,
aluminum tablet stamped “971 ADJ 19038” ..................5000.

Blanchester, 4.35 miles north of; in northeast corner of brick schoolhouse,
aluminum tablet stamped “976 ADJ 1903”

FEET.

1086.413

1034 .305

1045 .37

1023 .064°

998.80

980.427

970.804

976.383
TOPOGRAPHIC SURVEY.

MIAMISBURG QUADRANGLE,

(Butler, Montgomery, Preble and Warren Counties.)

539

The elevations in the following list are based upon the U. 8. Coast

and Geodetic Survey precise level line in this area.

The leveling was done in 1905 under the direction of Mr. W. H.

Griffin, topographer, by Mr. R. P. Thompson, levelman.

The standard bench marks are stamped with figures of elevation.

MIAMISBURG QUADRANGLE.

FRANKLIN SOUTHWEST ALONG HIGHWAY TO MIDDLETOWN, THENCE NORTH-
WEST TO ASTORIA, THENCE NORTH AND EAST VIA GERMANTOWN TO
MiaMIsBure.

Franklin, on the northwest corner of Sixth street, crossing Cleveland, Cincin-
nati, Chicago and St. Louis Railroad on southwest of watertable being
highest point of rounded suuare exactly in angle, U. 8. Coast and
Geodetic Survey B. M. “137 1.0... cece eens

Franklin, in northwest corner of north face of watertable of the Eagle Mill
at Sixth street near Cincinnati Northern R. R. station, aluminum
tabletistamped!'685" 5. acne. cb ice ean gey dale ut Heese ees bea gwen ae

Middletown, No. 216 South Main street, in watertable south side of entrance
to Tytus Paper-Co.’s building, aluminum tablet stamped “653”: .... .

Astoria (Jackson), in center of south face of stone door sill of Pleasant Hill
Methodist white brick church, aluminum tablet stamped “‘824”......
Germantown, 5 miles west of; Brown’s Chapel, at southeast corner of cross-
roads, in south face of door sill stone, aluminum tablet stamped ‘974’.

Germantown, in northeast corner of foundation wall of Reform church,
southwest corner of Market and Walnut streets, | aluminum tablet
stamped (reported destroyed 1907)............ 0000 e eee ee cece e eee

Miamisburg, northwest abutment of retaining wall of iron highway bridge over
Miami River at West Linden Ave., in center of third top stone, alumi-
num tablet: staniped “697? 06 .3o 5 c54 55 bo OR SS eee ad eee eee ane

Miamisburg, on west abutment of road bridge over Miami River, at C. H.
& D. R. R. station, on south face of retaining wall, 7 feet west ofangle
in 8th course of masonry below the coping, being a brass bolt, U. 8.
CxteGe 8. Bu Ms C8) 3 caches 2s Fa 664 GRADS SSE SER RET Bas SEE

MIAMISBURG NORTH ALONG HIGHWAY TO NEAR FRYTOWN, THENCE WEST VIA
LIBERTY TO COUNTY LINE ROAD, THENCE SOUTH 3.29 MILES AND EAST
TO FARMERSVILLE, THENCE SOUTHEAST TO GERMANTOWN.
I'rytown, north corner of crossroads, in southeast corner of red brick school-
louse at Lower Miami Church, aluminum tablet stamped “824” .....
Liberty, in southwest corner of south face of watertable of St. Paul’s Church,
aluminum tablet stamped “840” .... 0... 0. cece eee
New Lebanon, 1 mile south of; in southeast corner, south face red brick
schoolhouse district No. 5 at T. road north, aluminum tablet stamped
EO LE rps toa hater Se hit sek Bean NTS aia dat epi aha tte eS elt cae tian ett
Farmersville, 4 miles northwest of; in top stone, west end of “County Line”
road culvert, in northwest angle of 5 forks, aluminum tablet stamped
TOLD ether ture at GG HAAN S pecan thatch le tuck Race Aeeawe ites nese ahasab apes seeen/tes
Farmersville, 3 miles west of; 0.2 mile north of east and west road, in north-
east corner of watertable, east face of red brick house, of David
Wampler, on west “County Line’ road, aluminum tablet stamped
ES OO ics ace Saat ics ica Sousa aes tet huss cba Seka tose BV TIGAY eMac toeeed otra ee cerscie
Tarmersville, in watertable, east face of south entrance to public school,
aluminum tablet stamped “882”.......0.0 0.0.00. 000 eee eee ee

FEET.

688.

685

652.

823
973

725

708.

696.

823

839.

909

929.

889.

965

.023

572
741

772

.456

671

984

661

675

657

422

835
367
540 PROGRESS REPORT

BROOKVILLE, GREENVILLE, LORAMIE, ST. HENRY AND WEST MANCHESTER
QUADRANGLES.

(Auglaize, Darke, Mercer, Miami, Montgomery, Preble and Shelby
Counties. )

The elevations in the following list are based upon heights obtained
by the latest adjustment for bench marks on the precise level line of the
U.S. Coast and Geodetic Survey, run between Toledo and Cincinnati.

The leveling was done in 1905 under the direction of Mr. C. W.
Goodlove, topographer, by Mr. H. W. Peabody, levelman.

The standard bench marks are stamped ‘‘ ADJ 1903’’ in addition to
the figures of elevation.

BROOKVILLE QUADRANGLE.

FEET.
CoWLESVILLE WEST ALONG Bic Four RaILRoAD TO PITTSBURG.

Kessler, in south face of watertable at southeast corner of schoolhouse, alumi-
num tablet stamped “926 ADJ 1905”... 0.0... eee eee 925.686

Ludlow, 3.5 feet from west edge of pier of Dayton, Covington and Piqua '
Electric Railroad overhead bridge, in south face, on south side of
Ludlow Creek, 50 feet northeast of Big Four station; aluminum tablet
stamped “S93 ADS V90 I aceccese see ids 2 408 bon Soacpuatae bogie mise Siw we ley a dog deausnsess 892.609

Laura, T. 7 N., 4 E., sec. 11, west edge of; in south face of southwest corner
of foundation of grain elevator on north side of railroad track and east
of Main street, aluminum tablet stamped “971 ADJ 1905”.......... 971.428

Pittsburg, T. 7 N., R. 4 E., northwest corner sec. 7, in top of projecting stone
in center of north foundation of elevator, aluminum tablet stamped
POZO AUS ROO sce sich 8 cole Sel Set AN uel Sa cc gens ame Ne a ao as Soa 1028 .746

VERONA SOUTHEAST ALONG Dayton anp Union Raitway To BacuMman,

THENCE EAST ALONG HIGHWAY VIA ENGLEWOOD TO ANDERSON SCHOOL-

HOUSE NEAR VANDALIA.
West Baltimore (Verona P. O.), T. 7 N., R. 3 E., northeast corner sec. 21, in

north face of northwest corner (10 feet from corner) of Landis ware-

house, aluminum tablet stamped “1027 ADJ 1905”................ 1026.781
Arlington (South Arlington P. O.), T. 6 .N., R. 4 E., sec. 22, west center of,

in south face of southwest corner of foundation of Dunkard church,

aluminum tablet stamped “1048 ADJ 1905” .................0.0.. 1048 . 256
Swanktown, T. 6 N., R. 4 E., sec. 24. 0.75 mile northwest of Salem, in bridge

seat stone at northwest corner of small iron bridge over stream about

east crossroads known as Swanktown, aluminum tablet stamped ‘988

PDT WOOS din cn ceih pardon thes Mees shes Sr Ae Se Getn Ruel sab teeta ales ate 988 .063
Englewood, P. O., T. 5 N., R. 5 E., sec. 5, south edge of; in south side near

southeast corner of Joseph NKingsey's building, at northwest corner

of National road and Dayton and Covington Traction T.ine, in stone,

aluminum tab:et stamped “922 ADJ 1905” ..........0 0.0 ....0000. 921.895

BacHMAN ALONG HIGHWAY souTH TO T.5.N., R. 4 E., Sec. 3, THENCE BAST
vo Dayton.
T.6N., R.4 E., southwest corner sec. 29, in west face of watertable at south-
west corner of Boomershine brick schoolhouse, at northeast corner of
crossroads, 0.5 mile west by 1 mile south of Bachman, aluminum
tablet stamped “1059 ADJ 1905” ........ 0. ee eee eee 1058 .595
TOPOGRAPHIC SURVEY. F 541

FEET.
Pyrmont, T.5 N., R. 4 E., center west side of sec. 8, in west face of northwest

corner of Galvary Cha apel (U. B. Church), 2 feet above ground, alumi-

num tablet stamped ‘11053 ADJ 1905”) ... 6... eee eee 1052.594

T.5N., R.4E., sec. 31, northeast corner of; 3.5 miles south of Pyrmont, at
crossroads, set in stone vasing over ventilator window in north side,
9 feet from northeast corner of May schoolhouse, at southwest corner
of crossroads, aluminum tablet stamped “993 ADJ 1905”........... 992.929

T.5 N., R. 4 E., northwest corner sec. 35, 0.5 mile west by 1 mile north of
New Lebanon, at southeast corner of crossroads, 200 feet east of cor-
ners, in stone window casing on north side at northwest corner of Bap-
tiast church, aluminum tablet stamped “947 ADJ 1905”............ 946.521

Dayton, 6 miles west of; T. 4 N., R. 5 E., southwest corner sec. 28; 1 mile
north of Dayton pike, in south face, 10 feet from southeast corner of
bank barn belonging to Henry Muir, aluminum ee stamped “924
AD ICTOOS cose Sexd ua steaG hortea cu Gow cae aah SWS Get aEe cnet eee 923 .887

T. 4 N., R. 5 E., southeast corner sec. 25; 500 feet west of crossroads by
Buckeye schoolhouse, in north face of northeast corner of concrete
bridge over stream, 3 miles west of Dayton, 1 mile north of Eaton pike,
aluminum tablet stamped “796 ADJ 1905” ............0....0000-5 795.551

WEST MANCHESTER QUADRANGLE.

PITTSBURG SOUTH TO VERONA.

Gordon, T. 8 N., R. 3 E., northeast corner sec. 35; in north face of northwest
corner of elevator, aluminum tablet stamped ‘11049 ADJ 1905”. ..... 1049 .265

PITTSBURG WEST ALONG Big Four anp PENNSYLVANIA RaILRoaD To New
MAnISON, THENCE ALONG HIGHWAY SOUTH TO POINT 2 MILES NORTH OF
EBENEZER, THENCE EAST TO BACHMAN. :

Arcanum, T. 8 N., R. 3 E., 0.25 mile from north edge of section 9; in north
face of northeast corner of foundation of G. H. Keller’s grain elevator at
southwest corner of Big Four Railroad and D. & N. Traction, alumi-
num tablet stamped “1053 ADJ 1905” .....................0000. 1052.523

T_10N., R. 2 E., southeast corner sec. 2; 0.25 mile north of railroad track, in
south face of cornerstone at southwest corner of Timothy Reformed
Church at Beech Grove crossroads, aluminum tablet stamped “1096
Tb LOO Sata esate ceediteta epee he sae Rielle dic toes net see sts enact Seine 1095.897

Savona, T. 10 N., R. 2 E., about center of north side of sec. 9, on west side of

Cincinnati Northern R. R. and about 900 feet north of Big Four Rail-

road and Cincinnati Northern crossing, at east side of Patty & Coppock

grain elevator, in base of brick chimney, aluminum tablet stamped

“1106 ADJ 1905” Sh aad Soka 8 Sau cay soy Eat yah ee tale Acer De Reh e Avcaed eon ik 1106 .073
New Madison, T. 10 N., R. 1 E., east of center of section 13; in west face of

southwest corner of U. B. church, aluminum tablet stamped ‘1113

ADI TOT OO Bt) orice cents diy do eset etentnaet Aes wens Ried ocr cha state ceo taeena i ehatedaeaNG Pibaate 1113.141
Yankeetown, T. 10 N., R. 1 E., northeast corner sec. 35; 3 miles south of

New Madison, 5 miles west of Castine, in east face of sout hwest corner

of schoolhouse located about 900 feet south of crossroads, aluminum

tablet stamped “1192 ADJ 1905”... 2.0.0... 0.0.00. 02 eee 1192.219
Gettysburg (Ebenezer P. O.), 2 miles north of; T. 9 N., R. 1 E., northeast

corner sec. 23; in watertable of east face of northeast corner of Mc-

Fadden schoolhouse, 250 feet south of corner of T road south, alumi-

num tablet stamped “1198 ADJ 1905”. ... 0... eee eee 1197 .437
T.9N., R. 2E., northwest corner sec. 22, 1.5 miles west by 2 miles south of

West Manchester; in bridge seat at northeast corner of steel bridge

over Price Creek, 600 feet north of Dunkard church on north and south

road, aluminum tablet stamped “1102 ADJ 1905”................. 1102.719
T.7N.,R.3E., east center of sec. 30; 2. 25 miles west of Euphemia, in center

pier of south end of barn on north side of National road, and belong-

ing to Mrs. Caroline Weaver, aluminum tablet stamped “1076 ADJ

VQQD? ext cacy hep nen Rapa ne Ay hah Matos Cok aao art ee hee went 1076. 206
542 PROGRESS REPORT

FEET.
Lewisburg, T. 7 N., R. 3 E., sec. 27, at southeast corner of Old Lutheran
church, at north edge of town, in northeast face of cornerstone, alumi-
num tablet stamped “989 ADJ 1905” «00... .. cee eee eee 989 .220

T.5N., R.4E,, Sec. 31, west via Twin To Eaton, THENCE NORTHEAST TO
UpsHUR, THENCE NORTH TO POINT 2 MILES NORTH OF EBENEZER.

New Lexington (Twin P. O.), T. 6 N., R. 3 E., near southwest corner sec.
27; in east face of southeast corner of New Lexington school building,
aluminum tablet stamped ‘899 ADJ 1905” .............0 0... e eee 899.020

T.6N., R. 3 E., northeast corner sec. 31, 2.9 miles east of Eaton, 1 mile north
of Eaton pike, in bridge seat at southeast corner of bridge over Banta’s
Fork, aluminum tablet stamped “932 ADJ 1905”.................. 931.712

New Hope, (Upshur P. O.), T. 8 N., R. 1 E., south center of sec. 13: in south
foundation near center of United Rrethren church at northeast corner
of crossroads near center of village, aluminum tablet stamped ‘1154
ADT AO VG tecesk tock eS Wathen 9 Hage caliy Si Binet dne-oried ep donia un ease Meg sta 1154.289

Gettysburg, (Ebenezer P. O.), T. 9 N., R. 1 E., at north edge of village, in
west face of southwest corner of vestibule to schoolhouse, aluminum
tablet stamped “1177 ADJ 1905”... 0.6666 eee 1176. 583

EATON QUADRANGLE.

Eaton, T. 8 N., R. 2 E., southwest corner of sec. 35: at southwest corner of
North Barron and East High streets, in watertable in west face of
northwest corner of public school building, aluminum tablet stamped
PEO DO ANID I TODS g:2) sessay shina cats ie Static ANY reg. aa, uy NAR ScRa A vase Gra eas 1054.881

GREENVILLE QUADRANGLE.

SAVONA NORTHWEST ALONG Bia Four RaILtRoap TO CLARK STATION, THENCE
NORTH TO Darker, THENCE East TO NEw HARRISON, THENCE SOUTH
TO POINT 2 MILES EAST OF ARCANUM.

Clark station, (Noggle P. O.), T. 11N., R.1E., near center of west side of sec.
36, in north face of northwest corner of Noggle and Son’s elevator,
aluminum tablet stamped ‘1095 ADJ 1905”... 0.2... 0... eee 1095.160

Palestine, T. 11 N., R. 1 E., southwest corner sec. 14, at east side of Christian
church, in base of chimney, aluminum tablet stamped “1104 ADJ
OO = oan wichlercaecusin etevageeed Fe ade SASS del adh lct Hats Bcd ta See dee tna 1104, 122

Nashville, (Darke P. O.), T. 11 N., R. 1 E., northeast corner sec. 3; in founda-
tion at center of north side of Pleasant Grove United Brethrean church,
aluminum tablet stamped ‘1096 ADJ 1905" ©... 0... eee 1093 .227

Mt. Pleasant, T. 11 N., R. 2 E., northwest corner sec. 6, in west face of north-

west corner of Mt. Pleasant Lutheran church, 1000 feet south of cross-

roads, aluminum tablet stamped ‘1086 ADJ 1905”......... Sate oss 1086 . 282
Greenville, T. 12 N., R. 2 E., center sec. 35; in west face of northwest corner

of Darke County courthouse, at south corner of Broadway and Fourth

streets, aluminum tablet stamped “1050 ADJ 1905”...........4... 1050 .091
T. 10 N., R. 3 E., northwest corner sec. 32; 3 miles east of Greenville, 3.5

miles west of New Harrison, in west face of northwest corner of Zion

Church, at southeast corner of T road south, aluminum tablet stamped ;

“1049. AWDI; V9OSY” ce: tac a os arene ups eee ees aise se sated devetu neal alee piceen tie 1048 . 587
New Harrison, T. 10 N., R. 3 E., southwest corner sec. 26; in northeast corner

Pan Handle railroad bridge over Greenville Creek, in bridge seat,

aluminum tablet stamped “987 ADJ 1905” ............ 0... ee eae 986.577
T.9N., R.3 E., center north side sec. 23; at southwest corner of crossroads,

in north face of northeast corner of Oakland schoolhouse Sub-district

No. 8, aluminum tablet stamped ‘1029 ADJ 1905”................. 1029 .066
T.9N., R. 3 E., center south side sec. 35; 2 miles east by 1 mile north of

Arcanum, 800 feet north of crossroads, in bridge seat at southwest

corner of small iron bridge over Painters Creek, aluminum tablet

stamped “1028 ADJ 1905" ¢cc ccs cc ee ae hee ke tae Sa eat ce a ae 1027 .635
TOPOGRAPHIC SURVEY.

Darke PosTorricE VIA HIGHWAY AND EAsT ALONG Bia Four  Rait-
ROAD TO VERSAILLES, THENCE SOUTH ALONG HIGHWAY TO New Harrt-
SON.

T. 12 N., R. 1 E., southwest corner sec. 15; at northeast corner of T road to
north, 300 feet west of T road to south, in south face of southwest
corner of brick schoolhouse, aluminum tablet stamped ‘1077 ADJ
L905 2 toncatrra dentate log chcGeau nate tess NDS cabiealal Guna ah lcs Pree Rete ua RAE

T.13N., R.1E., southeast corner sec. 35; 3.5 miles east by 1.5 miles south of
Union City, on north side of road near T road to south, in large stone
door sill to schoolhouse, aluminum tablet stamped “11068 ADJ 1905” .

Elroy station, T. 13 N., R. 1 E., northeast corner sec. 25, south side of public
road, 300 feet north of track, in north face of northeast corner of school-
house, (Dist. No. 12) aluminum tablet stamped “1031 ADJ 1905”...

Ansonia, in south face of southwest corner of M. E. church, T. 13 N.,R.2 E.,
sec. 22, center of; in watertable in south face of southwest corner of
M. E. church, aluminum tablet stamped “1006 ADJ 1905”..........

Dawn, s. of center of section 20, 3 miles east of Ansonia, in west face at
northwest corner public building, tablet stamped ‘1021 ADJ 1905.”

T.11N.,R.3 E., east edge of section 22; 2.5 miles west of Versailles, halfway
between two road crossings, in west. face of smali stone culvert 262,
aluminum tablet stamped “1002 ADJ 1905”. .................0.0.,

Versailles, T. 11 N., R. 3 E., extreme east edge of sec. 24, at west edge of
town, at southwest corner of Big Four Railroad bridge over Indian
Creek, in back wall, aluminum tablet stamped ‘969 ADJ 1905”... ...

T.11N., R.3 E., near center sec. 36, 2.75 miles southwest of Versailles
on north and south road, in bridge seat at southwest corner of bridge
over Stillwater Creek, aluminum tablet stamped “964 ADJ 1905”....

Oakland, T. 10 N., R. 3 E., extreme southwest corner sec. 12, Dunkard
church, 2.75 miles north of Gettysburg, in south face of southwest
corner of church, aluminum tablet stamped ‘1014 ADJ 1905”.......

From PENNSYLVANIA RAILROAD WEST OF ELROY NORTH TO THOMAS SCHOOL-
HOUSE.

T.13N., R. 1 E., northeast corner sec. 22; 1.5 miles north by 3 miles east of
Union City; in stone of door sill to Thomas schoolhouse, aluminum
tablet stamped ‘1050 ADJ 1905”... 0.0... oes

ST. HENRY QUADRANGLE.

THOMAS SCHOOLHOUSE ALONG HIGHWAY NORTH, THENCE EAST VIA NORTH
Star TO YORKSHIRE, THENCE SOUTH TO VERSAILLES.

T.14N., R. 1 E., northwest corner sec. 34, 6 miles west of Rossburg (Hager-
man P. O.), in north face of northwest corner of brick schoolhouse,
District No. 2, aluminum tablet stamped ‘1022 ADJ 1905”..........

T.14N., R. 1 E., south center of sec. 10; 1.25 miles north by 0.5 mile west of
Rose Hill, at diagonal road to southeast, at south end of small stone
culvert over large ditch, aluminum tablet stamped ‘1078 ADJ 1905”.

T. 14N., R. 2 E., south side of center sec. 9; 1 mile south by 1.25 miles west
of New Weston, in west face of northwest corner of east abutment of
bridge over Wabash Creek, aluminum tablet stamped ‘1021 ADJ
PODS ogee 5 Rictons Saab Hest git ess GOIN Se LAS LL OON  Seke oer at arent ron Get

T. 14.N., R. 2 E., southeast corner sec. 11, 2.5 miles west of North Star, in
bridge seat at northeast corner of bridge over Wabash Creek, alumi-
num tablet stamped “986 ADJ 1905” 2.0.0.0... 0.0.0 e eee eee

North Star, about 130 feet north of crossroads and on east side of road, in
west face of southwest corner of Wabash Township house, aluminum

/ tablet stamped “1006 AD I LOO 5 eck paula a wee avead anche atenan LS ott

Yorkshire, T. 12 N., R. 3 E., sec. 13, center of north side of; at southwest
corner of T road south, in north face of northwest corner of small
brick store building, aluminum tablet stamped ‘988 ADJ 1905”.....

T.12N., R.3E., center of north side sec. 36, 1 mile west by 3.5 miles north of
Versailles, 0.5 mile west by 3 miles south of Yorkshire; in bridge seat
at southwest corner of bridge over Swamp Creek, aluminum tablet
stamped. “991 ADJ 1905” ».......0:s.cegcasee Seach eae ee ca teeta ewes

543

FEET.

1076. 650

1068 . 283

1031. 233

1005 .985

1022 .332

1002.171

968 659

963.536

1014 .088

1050. 246

1022.151

1077 .638

1021.291

985.970

1006 . 385

987 .208

990.972
544 PROGRESS REPORT

Ross Hint nortH To VIcTORIA, THENCE NORTHEAST ALONG CINCINNATI,
Hamitron anp Dayton RaILRoaD TO NEAR COLDWATER, THENCE EAST
To AND ALonG C. H. & D. R. R. sourHeast To CHICKASAW, THENCE
SOUTH TO YORKSHIRE.

T. 15 .N., R. 1 E., northeast corner sec. 34; 3 miles south by 1.5 miles east of
Ft. Recovery, Goulder schoolhouse, in watertable in north face of
northwest corner of schoolhouse at east end of T road north, aluminum
tablet stamped ‘1047 ADJ 19057... 00.2... oe cece eens

St. Joseph (Victoria P. O.), T.75., R. 1 E., south center sec. 15, in west face
of northwest corner of belfry tower and entrance to St. Joseph Catholic
Church, aluminum tablet stamped ‘983 ADJ 1905”................

T.75S., R. 1 E., southwest corner sec. 1, in west face of Oakland schoolhouse,
aluminum tablet stamped “961 ADJ 1905” ....................05-

T.6S., R. 2 E., center south edge of sec. 35; 1.5 miles east by 1 mile south
of Coldwater, in south face of southwest corner of brick schoolhouse,
aluminum tablet stamped ‘913 ADJ 1905” ...................05-.

T.7S., R. 3 E., north edge of section 6; 1 mile south by 3.75 miles east of
Coldwater; in bridge seat at southwest corner of bridge over Beaver
Creek, aluminum tablet stamped “886 ADJ 1905”.................

Chickasaw, T. 7 8., R. 3 E., southwest corner sec. 11; in southeast corner
of store and dwelling of H. Gast, in south face of watertable, aluminum
tablet stamped ‘947 ADJ 1905”... 62... cee es

Maria Stein, T. 7 8., R. 3 E., northwest corner sec. 26, in west face about 10
feet from northwest corner of Myers and Patty’s grain elevator, alumi-
num tablet stamped “974 ADJ 1905” «6.2... ee eee

New WESTON NORTH ALONG CINCINNATI AND NORTHERN RAILROAD TO NEAR
CoLDWATER.

New Weston, T. 14 N., R. 2 E., center south side of sec. 3; in east face of
southeast corner of H. Schilling’s store and dwelling at north side of road
about 80 feet west of C. N. R. R., aluminum tablet stamped ‘1015
ADS O05? isch gare isk Gah Fad tener Ea away HSA Go ade At dso Rowe gee

T. 14.N., R. 2 E., northeast corner sec. 33; 2 miles south by 0.5 mile west of
St. Henry; at Gelhaus schoolhouse, in north face of northwest corner,
aluminum tablet stamped “968 ADJ 1905” ..............0.....00.

St. Henry, T.758., R. 2 E., north center of sec. 22; in watertable of north face
of northeast corner of new schoolhouse, aluminum tablet stamped
“974 ADJ 1905”

T.75S., R. 2.E., west center of sec. 9, crossing 0.5 mile south of Philothea,
1.75 miles north of St. Henry, in next to top coping stone at north
corner of concrete culvert, aluminum tablet stamped ‘927 ADJ 1905”.

LORAMIE QUADRANGLE.

PoINnT 2 MILES NORTHWEST OF CHICKASAW EAST ALONG HIGHWAY TO BorKins.
Chickasaw, 2 miles north by 0.75 mile east of; in concrete bridge seat at
northwest corner of small iron bridge, aluminum tablet stamped ‘‘899
ADS W905 oscedoems aldee wae ae yar aise eagle ae heats aoe aaah Y
New Bremen, 3 miles north of; T. 65., R. 4 E., sec. 34; along traction line,
at southeast corner of crossroads, in west face of northwest corner of
brick schoolhouse, aluminum tablet stamped “902 ADJ 1905”.......
T.658., R.4E., north center of sec. 36, 1 mile south by 1.5 miles west of New
Knoxville, in north face of northeast corner of Berghorn schoolhouse,
Subdistrict No. 2, aluminum tablet stamped “918 ADJ 1905” .......
T.65S., R.5 E., southeast corner sec. 33, 5 miles west of Botkins, east side of
southeast corner of schoolhouse at northwest corner of diagonal road
to northwest, in stone under window, aluminum tablet stamped ‘944
ADI TOO. “sale hae hug acted seats ee shaaeavane eee FieStay BD BaP HOE epee: Se ae A
T.6S., R. 5 E., southwest corner sec. 36, in east face of southeast corner of
schoolhouse at northeast corner of T road to north, in stone under
window, aluminum tablet stamped ‘965 ADJ 1905”...............
Botkins, U. 8S. C. & G. 8. B. M. “B2” north side of main cross streets, 0.25
mile east of C. H. & D. R. R. in top corner of stone foundation of
schoolhouse, bronze bolt stamped “U.8. C.& G.8.7...........0006.

FEET.

1046 .485

986 .396

964.015

912.643

885.981

946.731

973.710

1014.719

967 .873

973.711

927 .343

898.712

901.558

917.561

943.731

964.303

1004.965
TOPOGRAPHIC SURVEY. 545

EAST AND WEST CINCINNATI, IIAMILTON, LEBANON AND MASON QUADRANGLES.

(Butler, Hamilton and Warren Counties.)

The elevations in the following list are based upon heneh mark ‘'T”?
established by the U. 8. Coast and Geodetic Survey, consisting of a cop-
per projection fixed in the west side of the courthouse building at Cin-
cinnati, on the north side of the south door, about two feet above pave-
ment, the elevation of which is now accepted as 546.537 feet above mean
sea level. (For additional elevations on Hast and West Cincinnati quad-
rangles, see Kentucky.)

The leveling on the Cincinnati quadrangles was done in 1898 under
the direction of Mr. C. E. Cooke, topographer, by Mr. Ralph Stewart,
levelman, but that on the Hamilton, Lebanon and Mason was done in
1903 under the direction of Mr. W. H. Griffin, topographer, by Mr. E. O.
Garvin, levelman.

WEST CINCINNATI QUADRANGLE.

FEET.
Winton Place, 400 feet southeast of station; Big Four Railroad, west end of

north abutment of plate girder railroad bridge, highest point in de-

pressed cirlce left where tablet had been.................2.0000005 497 .974
Cheviot, intersection of Walnut street and Harrison pike, aluminum tablet

stamped “CIN 915) ici ig ned gc pdeddon eG dw Hachalodudalnd Gin wae due ao ee 914.070
Cleves, township hall, foundation of northwest corner of; bronze tablet

stamped ‘CIN 499” 0.00 .acandend cee be hws MRA OED Eas OOS CHEE 498 .232
Miami, large steel bridge across Miami River, top of south end of east abut-

ment, bronze tablet stamped “CIN 522” .......... 0.0... cece eee 521.450
Barnesburg, on Blue Rock pike, 0.5 mile northwest of; south corner of

foundation of St. Paul German Evangelical Church; aluminum tablet

stamped. “!CIN 863" (sito aan gah caanlaenale ele soa Ree Bae Ae eat 862.734

EAST CINCINNATI QUADRANGLE.

Miamiville, Pennsylvania Railroad bridge across Little Miami River; east end

of north abutment, aluminum tablet stamped “CIN 570”........... 569.186
Mount Carmel, schoolhouse, coping southeast corner of foundation; alumi-

num tablet stamped “CIN 882” 2.00.0... 0... 881.375
Ninemile Creek, steel bridge 0.5 mile south of junction of three forks, west

end of north abutment, aluminum tablet stamped “CIN 588”........ 588.191

California, city waterworks, pumping station, east end of culvert nearest

river running under driveway; aluminum tablet stamped “CIN 487”.. 486.693
Madisonville, Baltimore and Ohio Southwestern Railroad crossing Central

avenue, east end of south abutment plate girder bridge, first step

from bottom, aluminum tablet stamped “CIN 588”................ 587.409
Silverton, 0.3 mile east of; south side of Montgomery pike, 150 feet west of

Madisonville road, south end of culvert, aluminum tablet stamped

BBS: CLING i iiaau, mkt ars os Aca dhia hora tes At La teh eas cy anaes gnaedutnae ta Thal teatag he 837.874

HAMILTON QUADRANGLE.

HAMILTON WEST ALONG HIGHWAY TO Sr. CHARLES.

Hamilton, U. 8. Coast and Geodetic Survey bench mark “Hamilton City,”
at courthouse, northeast corner of foundation, 15 inches east of east
pilaster of basement door and 3 inches north of wall, square cut in
stone, north half west edge of enclosed surface, in 2.5 inch square,
lettered ‘Datum, City elevation 100” ...... 0... 06 c cesses eee eee 601.631

85—T. S.
546 PROGRESS REPORT

Hamilton, west edge of; draw bridge over Great Miami River, in northwest
abutment, in top of third stone from bridge, chiseled square.........
Millville, covered bridge over Indian Creek, at southeast corner, in top of
stone, 1.9 feet above ground, chiseled square...................+.5
Selkirk (Auburn), in top stone to front entrance to brick schoolhouse No. 7,
northwest corner of stone, near brick wall, chiseled square.........
St. Charles, Reily Township, Butler County, St. Charles Joint District school,
south foundation wall, 1.8 feet west of, 2.9 feet above ground, alumi-
num tablet stamped “921 CINN” 0.0.00... 002. ccc eee ee

Sv. CHARLES ALONG HIGHWAY NORTH TO WooD, THENCE NORTHEASTERLY TO
DARRTOWN, THENCE SOUTHEAST TO OVERPECK.

Wood, 1.0 mile northwest of; on road northwest to Oxford, northwest end of
small wooden bridge, in top stone of foundation, cbiseled square.... .

Darrtown, Sub-district No. 5 schoolhouse, in north foundation wall at west
door to north entrance, aluminum tablet stamped “742 CINN”’......

Darrtown, 2.25 miles south of; private road east to east and west sec. road
passing through Seven Mile, red iron bridge, on top stone northeast
abutment, painted square ........ 0... eee ee eens

Seven Mile, St. Clair Township, center of; north edge, Seven Mile Special
District school, in north foundation wall to east entrance, 1.1 feet
from wall and 2 feet above ground, aluminum tablet stamped ‘652
CININ se sein cee eauce sad eh BP POP SRE GaeG ERAS LE Pe aoe Bree me SRS

Sr. CHARLES ALONG HIGHWAY SOUTH TO BARNESBURG, THENCE NORTHEAST
via BuruINncToN To FARMINGDALE, THENCE To JONES.

New London (Shandon post-office), schoolhouse special district No. 7, in
north wall of foundation, 1.9 feet from west wall and 2.4 feet above
ground, aluminum tablet stamped ‘603 CIN”...................0.

New Baltimore, 2.6 miles northwest of: road forks, white iron bridge, in top
of second stone from northwest end of abutment, chiseled square... .

New Baltimore, (Slater post-office), red iron bridge over Miami River, in top
of stone of northwest abutment, 3 feet above bridge floor, 3 feet north
of northwest truss, aluminum tablet stamped “543 CIN”...........

New Burlington, (Transit post-office), schoolhouse district No. 12, in south
wall under window of vestibule, in stone above cellar window, 4.5 feet
from west wall, 2.6 feet above ground, bronze tablet stamped “828
GUN scheges yews OE BRS RB eS bok gS SOHAIL Ab Lobia Seahl Bae RE

Farmingdale, sec. 34, 3 miles south of Hamilton, Mill Creek Valley road,
District No. 6 schoolhouse, in south. foundation wall, 0.4 foot from
west wall, 1 foot above ground, aluminum tablet stamped “606 CINN”’

Jones, 1.5 miles north of; 4.5 miles south of Hamilton, U. 8. Coast and
Geodetic Survey bench mark “C4” bridge No. 11 of Cincinnati, Hamil-
ton and Dayton Railway, on second step below bridge seat, in stone,
chiseled Square: ... c.cc0. oe. RGR oe PER Sek CREE EEE E ee lees geen eens

MASON QUADRANGLE,

CRESTVUE TO CRESCENTVILLE, THENCE ALONG HIGHWAY EAST TO LOVELAND,
THENCE NORTH TO HAGERMAN.
Crescentville, 1.25 miles southeast of; iron bridge over Miami and Erie Canal,
in second stone from top of northwest abutment chiseled square......
Brecon, Bethel M. E. Church, in top stone step, west door, near west end of
step, Chiséled SQUATE . 0.52. be cee ee eeu ke da eee ence ae
Loveland, Iron bridge over Little Miami River, in northwest abutment, 0.5
foot from and 1.5 feet below bridge floor, near northeast corner, of
coping stone, bronze tablet stamped ‘584 CINN”’..................
Loveland, 3.5 miles north of; bridge No. 84, southeast corner of northwest
abutment, northwest corner, chiseled square ......................
Foster, bridge No. 82, 100 feet south of road crossing at station, in northwest
abutmént, northwest corner, chiseled square......................
Hagerman, 1.3 miles south of; iron drawbrid, e 300 feet south of road cross-
ing, in stone of northwest abutment, chiseled square..............,

FEET.
595.31
627.01

803.69

921.159

728.70

741.799

678.80

651.802

603 . 232
540.67

542.407

$28 .295

606.321

638 .992

593.68
872.31

583 .953
601.27

599.713
TOPOGRAPHIC SURVEY.

HAGERMAN ALONG HIGHWAY NorTH TO Ren LION, THENCE West TO EXcELLO
Mitts.

Red Lion, 2 miles south of: at crossroads, 50 feet south of stream, in north-
east abutment of wooden bridge, chiseled square..................

Blue Ball, Sub-district schoolhouse No. 8, in east front foundation wall, 1.5
_feet from vestibule wall and 3 feet above ground, aluminum tablet
stamped “734 CINN” coocsos aoa hetodede we Ged ba tb ed wena hehe oH
Ixcello Mills, on lock of Erie and Miami Canal, west wall of tumble, north end,
GHISElEARSOUERE: Altar coaden kG Mies Sates once deh eus ween a ct Nae gage ated fasten gS

Av TRENTON.

Trenton, Butler County, Madison Township, schoolhouse district No. 9, north
end of town, in south wing of L in store, door sill, south door, south
wall of south wing, 3 feet from ground, aluminum tablet stamped
“OTSUCININ iain Sais eed BE LER PE DASE EEE SHE HE aed Gee

HAMILTON EAST ALONG HIGHWAY TO CAMP HAG®@RMAN.

Hughes, Sub-district schoolhouse No. 4, in stone foundation southeast corner,
0.6 foot from east wall and 1.6 feet above ground, in south wall, alumi-
num tablet stamped “769 CINN” 1.0.2.0... 00... ccc cee eee

HUGHES SOUTH TO SHARONVILLE.

West Chester, Union Township schoolhouse, east of town, District No. 3, in
watertable of south foundation 3.5 feet west of vestibule wall to main
entrance and 3.4 feet above ground, aluminum tablet stamped ‘701
CEININE sec pba ans te RS Gee arse 8 gone aise bw hae obns Ablapaecaninde Gombe Na ae bed gH

Sharonville, Hamilton County, Sycamore Township, public school District
No. 2, in south foundation wall, 0.6 feet west of sill to main entrance
and 2.2 feet above ground, under tower, aluminum tablet stamped
SEBO TO LININ os. coed cok act ci eGo e ea AH age BU Rd EMO Rae eNO eb Mise ares

LEBANON QUADRANGLE.

BrencH MARK AT Rep Lion anp Kinc MILLS SET FROM LEVEL LINES ON Mason
QUADRANGLE.

Kings Mills, on top of stone, of southwest abutment of iron bridge over Little
Miami River, 3 feet from end of bridge truss, and 0.3 feet below bridge
floor, aluminum tablet stamped “618 CINN”’.................2....

Red Lion, .M. E. Church, northwest corner, in north foundation wall, 5 feet

from corner, 1 foot above ground, aluminum tablet stamped ‘962
CIN IN? aches A hee oe ele oe bade SUE AG doe e ney oak oes

547

FEET,

$43.72

734.078

638.23

672.718

769 .096

700.095

591.200

618.502

962.433
548 PROGRESS REPORT

FLUSHING, ST. CLAIRSVILLE, UHRICHSVILLE AND WHEELING QUADRANGLES.
(Belmont, Guernsey, Harrison and Jefferson Counties. )

Elevations based upon the 1907 adjustment of precise leveling at
Wheeling and an adjustment made by the Geological Survey in 1909 of
the Baltimore and Ohio precise level line between Wheeling and Urichs-
ville.

Leveling on St. Clairsville and Uhrichsville quadrangles in 1901 by
J. Il. Wetzel, and on Flushing, St. Clairsville, Uhrichsville and Wheel-
ing quadrangles in 1902 by B. J. Green.

The standard hench marks are stamped to show cooperation with
the state.

UHRICHSVILLE QUADRANGLE.

FET.
AT STATION FIFTEEN POST-OFFICE.
Station Fifteen post-office, Pittsburg, Cincinnati, Chicago and St. Louis R. R.,
stone bridge No. 86, northeast wing wall, on northeast coping of,
aluminum tablet stamped “868 STEUBENVILLE” ..............- 868 .376
TENNET?’s TUNNEL NORTH TO TIPPECANOE AND 0.8 MILE EAST OF.
Tippecanoe, on southwest corner of Daviess and Spencer streets, north
foundation wall of dwelling on, bronze tablet stamped ‘‘882 STEU-
BEN VIELE! a..45ia0ea ges eeriges Migdhad dete pea ee eee ee ened 882.233
TIPPECANOE ALONG ROAD BAST VIA MINKVILLE TO BARRUTT’S BRIDGE.

Tippecanoe, 0.8 mile east of, covered bridge over Brushy Fork, on south wing
wall, of east abutment, chiseled square................0 eee eee eee 870.12

WHEELING QUADRANGLE.

Wurcuine, W. Va., ALONG CLEVELAND, LorAIN AND Wueprine R, R. To
BRIDGEPORT.

Martins Ferry, on east side of west pier of Martins Ferry, Wheeling street
car bridge, 6 feet north of southeast corner of pier and 1.5 feet off

ground, marked: “Bs U.S. O.M™” json odenu be eae Bea se ye oeenasss 651.341
Bridgeport, south side of approach to Wheeling and Bridgeport bridge, on
coping of, bronze tablet stamped “662 STEUBENVILLE”.......... 661.576

Bellaire, corner Belmont and Thirty-second streets, on top step under tran-
som of city building (on Belmont street); aluminum tablet stamped
“667 STEUBENVILLE” 2664s ates ies doe eames ek be ead eee 667.751

ST, CLAIRSVILLE QUADRANGLE,

UNIONVALE SOUTHEAST TO DILLONVALE.

Adena, 1,800 feet southeast of, iron bridge No. 199a, on top stone of north-

west abutment, aluminum tablet stamped “860 STEUBENVILLE”.. 859.690.
Dillonvale, 3,300 feet north of, iron wagon bridge at intersection of roads, on

southeast wing wall of; aluminum tablet stamped ‘737 STEUBEN-

VEE sehen chin dee ea ten VAs arene ane Aa eh and et a ate tsetse aya 736.805

BRIDGEPORT ALONG CLEVELAND, LORAIN AND WHEELING RAILROAD TO
Bannock.
Corrected to accord with Baltimore and Ohio Precise level line.
Wheeling Creek, east side of, on north end of west abutment of bridge 217,
chiseled square: s...saicwieioewensnc twa qed gain Meany emule eater eins 656.16
Wheeling Creek, at west end of station, on south end of bridge No. 214, west
abutment; chiseled square ....-..... 0.6.0 c cece cece ee eee eee 678.13
TOPOGRAPHIC SURVEY. 549

TEET.

Wheeling Creek, 1.0 mile west of, on south end of west abutment of bridge

No. 213, chiseled square ..... 006.0 ccc cece nent eben eee deen ene 687.91
Wheeling Creek, 1.5 miles west of, on north end of cast abutment of bridge

212; chiseled square-sies i.e ace AYER E Reg oe PE ee PRE he ee Rae ews 702.25
Blaine post-office, Pasco station, east approach to stone bridge over Wheeling

creek on National Road, on south wall of, chiseled square (recovered

Dy Bases (Oh sascece Sane 515 ining donctun aves turopatehln Sana tabasl nah ees babe cain ean 726.59
Blaine, 1.0 mile west of, bridge No. 208, on south end of west abutment,

tablet stamped “742 STRUBENVILLE” (recovered by B. & O.)..... 741.639
Blaine, 2.2 miles west of, 660 feet east of Barton Tunnel. bridge No. 203,

south side of west abutment, chiseled square...................2-. 771.33
Barton, east end of, bridge No. 200, on south end of west abutment, chiseled

SQUNTCH 255 oe aoe ea ites Ae Sage tanace nar See aoe Ne STE Sa eben NE 791.95
Maynard, 1.0 mile east of, wooden covered county bridge over Wheeling

Creek, on north side of east abutment, on coping aluminum tablet

stamped “842 STEUBENVILLE” (recovered by B. & O. R.R.) ... 841.567
Maynard, 2.9 iniles west of, bridge No. 185, just east of Fairpoint tunnel, on

north end of west abutment, chiseled square.................-..-- 888 . 24
Fairpoint, 0.5 mile east of, bridge No. 182, on north end of west abutment,

chiseled square: 226,26... 45 abe see cod Gatun: dai he bed DRED edn E wed oa 900 . 44
Fairpoint, 0.8 mile west of, bridge No. 176, on nortb end of west abutment,

aluminum tablet stamped “920 STEUBENVILLE” (recovered by

BG Oot a chi sce Sea aia & Bee. Gee ek eccre SuE See BONE awed Lede MEAG ose 920.248
Bannock, just west of, bridge No. 170, on north end of west abutment,

chiseled squares). cna ruie ve aah iste sal ewe hey aede wei may Sealed 985.33

Sr. CLAIRSVILLE JUNCTION ALONG BauTiMorE AND Onto Raitway VIA Sr.
CLAIRSVILLE AND Nerrs TO BELLAIRE.

St. Clairsville, on east. end of main entrance to courthouse, bronze tablet
stamped “1284 STEUBENVILLE”................0........005.. 1283 ..880

North Neff’s, county bridge over Little McMahon’s Creek, on south end of

west abutment, bronze tablet stamped “733 STEUBENVILLE”.... 732.178
St. Clairsville Junction, just west of station, south end of east abutment of

bridge No. 38, chiseled square..........00.0..00 000 cee eee eee 721.98
Neff’s Siding, 2.1 miles east of, on center of west abutment of bridge No. 39,

chiseled square. cosas diecast oa a daue fsihias eRe oN deeb spe dtarink beri Bas 710.79
Nerr’s SIDING WEST ALONG BALTIMORE AND OHIO RaILRoAD To Barnes-

VILLE.
Neff’s Siding, 1.0 mile west of, stone arch bridge, on south side, on coping of

center of, chiseled square............... 0.000. c eee eee eee 749.28
Glencoe, just east of station, on northwest corner of west abutment of bridge

No: 34;. chiseled squware® oe. 3.055507 400 oe pee n se eae bok one bee cries 831.77
Warnock, just east of station, north end of west abutment of bridge No. 30,

bronze tablet stamped “942 STEUBENVILLE” .................. 941.347

_ Warnock, 1.8 miles west of, on north end of east abutment of bridge No.

28, near center, chiseled square ................ pales welche cade ria 994.62
FRom A Point 3 MILES SOUTHEAST OF BELMONT, NOTRHEAST ALONG PUBLIC

ROAD VIA GALLowAys Knos To BaLTIMoRE AND OHIO BripcE No.

31, aT MarBLETOWN. .
Galloway Knob, triangulation station, 5 miles east. of Belmont, in top of

marble monument, bronze triangulation tablet stamped............ 1397 .143

KEY STATION NORTHEAST ALONG PUBLIC ROADS TO ANVIL POST-OFFICE
(SINGLE SPUR LINE).
Marbletown, 0.12 mile north of Baltimore and Ohio Railway, iron road
bridge, on top of stone of northwest abutment, chiseled square....... 912.23
550 PROGRESS REPORT

FLUSHING QUADRANGLE,

Bannock West ALONG CLEVELAND, LoRAIN AND WHEELING RAILROAD TO
PIgpDMONT.
(Corrected to accord with adjustment of B. & O. precise level.)
Laferty, 0.5 mile west of, bridge No. 162, on north end of west abutment,
bronze tablet stamped ‘11032 STEUBENVILLE”
Tlushing, south side of Main street, Dr. Barricklow’s dwelling, in north
foundation wall of; aluminum tablet stamped 1319 STEUBEN-
VILLE” sis eens fan SRP cad cake Anes Maree aeons Metis nica ven dna alate

Piedmont, just east of railroad crossing at station, on bridge seat at northwest
corner of county bridge, bronze tablet stamped ‘889 STHUBEN-
TTA? da fs Peden pe eb eee dainoa hs ca aone Sah ach caine A rire GER One Ee nee A ae

At BreLMont.

IEET.

1031

1319.

889

Belmont, on water tank, on south side of the Belmont National Bank. build- :

ing, aluminum tablet stamped ‘'1188 STEUBENVILLE”..........

Farrview East To HeNDRYSBURG, THENCE SOUTH TO BaRNESVILLE.
Vairview, on south side of Main street, horse block in front of U. P. church,
aluminum tablet stamped “1937 STEUBENVILLE”..............
Fairview, 2.3 miles south of, in crooked bridge, 1.0 mile west of Hendrysburg,
near west end of bridge, on top of coping of south side, chiseled square.
Hendrysburg, 1.4 miles south of, at forks of National Road and pike to Barnes-
ville, at south end of small bridge, on top of stone across abutment,
CHISGlEd BQWATOS vo x doen g catia cie doa beonedbqune eannhs duunb ale que be Send Beart

PIEDMONT NORTHEAST ALONG COUNTY ROADS VIA Ester AND ELK Run to
Brusuy Fork roap NEAR MINDESVILLE.

Piedmont, 4.8 miles northeast of, 0.25 mile south of Estep, north end of
Beatty Currother’s barn, to right, on wing wall, at center of, alumi-
num tablet stamped “1264 STEUBENVILLE”

Iitk Run to BARRETT’S BRIDGE.

Cassville, porch in front of post-office and store building to north of road, on
stone at southwest corner, chiseled square... ......00..000.000 000005

CADIZ SOUTH ALONG ROAD TO I'LUSHING,
Cadiz, 1. 3 miles south of, 400 feet south of barn west of road, on bridge We
95, chiseled Square . sca a) nes aeees +R ebes @ heed Pe Dee RL EAwRY EEE S

1187

1237.:

1098.

892

380

800

457

097
ae

.00
TOPOGRAPHIC SURVEY. 551

ANTRIM, CALDWELL, CAMBRIDGE, CUNESVILLE, COSHOCTON, CUMBERLAND,
M’CONNELSVILLE, NEW COMERSTOWN, PHILO AND SUMMERFIELD QUAD-
RANGLES.

(Coshocton, Guernsey, Monroe, Morgan, Muskingum, Noble, Tuscarawas
and Washington Counties. )

The elevations in the following lst are based upon the precise line
of the U. 8. Geological Survey from Columbus to Uhrichsville and the
Baltimore and Ohio previse line passing through Wheeling, West Vir-
ginia, and Massillon, Ohio; also upon adjoining primary work. <A re-
adjustment was made of the Baltimore and Ohio precise line between
the points mentioned above and also of the precise line of the U. &.
Geological Survey between Zanesville and Dennison, this readjustment
lowered the elevation of Uhrichsville 0.246 fuot from the 1907 adjust-
ment. : 5

Leveling dene in 1908 by the following levelmen: C. H. Semper,
fi. C. Bibhee, H. W. Peabody, F. H. West and H. B. Hoel, and was di-
vided up as follows: I. ©. Bibbee, Antrim, Caldwell, Cambridge, Cones-
ville, MeConnelsville, Philo and Summerfield quadrangles ; C. II. Semper,
Conesville, Coshocton, Cumberland and New Comerstown quadrangles ;
IT. B. Hoel, Caldwell. Cambridge, MeConnelsville and Philo quadrangles ;
Ul. W. Peabody, Cumberland and Philo quadrangles, and F. II. West,
Antrim quadrangle.

Also leveling in 1902 on Antrim quadrangle by B. J. Green.

ANTRIM QUADRANGLE,
FEET.
Pornt 1.5 MILES SOUTH OF ODELL, NORTH TO BERNICE.

Clio, 1.39 miles north of, 0.3 mile south of Y roads, in foundation of west side
of wagon shed owned by J. U. Marple, aluminum tablet stamped “986” 986.002

Clio, 3.13 miles north of, on rock at southeast corner of T road, chiseled

square, painted 1110.0)" veccei as ciagersdeagers oh bew ene peau 1109.97
Odell, 0.43 mile south of, in stone door step at schoolhouse, aluminum tablet

Stamped “982? 0 is pia bide eee ees Ei ate HGR aan de dgha salen Raaeisee 981.674
Odell, in second stone step of store owned by E. B. Kenedy, chiseled square,

marked 0914-45 ..9 Sie eaconaiwalhh ae a ones eaobd BAe ace EN GRE BEARER 991.04
Odell, 2.34 miles north of, at T road east, in north end west side of brick

schoolhouse, aluminum tablet stamped “1132” ................... 1131.686
Odell, 4.57 miles north of, 3 feet from well owned bv Mr. T. N. Moore, on rock,

on east side of road, chiseled square, marked ‘'1038.7”’.............. 1039.37

Odell, 6 miles north of, 15 feet from center of public road, in south side of
foundation to west end of spring house owned by Albert White,
aluminum tablet stamped “1092” .........0 0.0.0 1093. 140
552 PROGRESS REPORT

Lore City norts, ro WASHINGTON, THENCE EAST TO FarRvIEW.

Washington, 0.56 mile south of, in south edge of east wing wall, north abut-
ment for steel framed bridge over creek, aluminum tablet stamped

OO ck a REM at noha ya itch A aes Odette senindted Actiies FAA coale Rlard BOnAss Hamre AONE

Washington, at southwest corner of junction of crossroads, on top of sandstone
stepping block projecting 2.5 feet from ground, chiseled square,
marked! “OOO” ci chime este Se Us wae Hg as EOE NEE SNS EOE HACE
Turn east here along National Pike.

Elizabethtown, 0.1 mile west of, at T road north, at northeast corner of
junction, on large stone at apex of angle between roads chiseled square
marked “SOO8j5' yicas Wass pu Wu dade PARSE Bees each» asnte nua bey

Middlebourne, 2.15 miles west of, 300 yards west of T road south, 250 yards
north and west of house of F. G. Foraker, in springing stone for south
retaining wall of crooked bridge, top stone to north of wall at west
end, aluminum tablet stamped “831”..........0. 00.0. e cece ee eee

Middlebourne, east end of town, at southwest corner of ‘T road south, in

FEET.

925.919

1099.52

908.25

830.969

north face of square sandstone block at northwest corner of founda- -

tion to Middletown Methodist-Episcopal Church, aluminum tablet
SHATI PC?! S82 ye ice aac page Ge ROS MBAS EoD EP POME HES RoR REY Rag OH DR
Middlebourne, 3.3 miles east of, in stone foundation for barn at northeast
corner, south of pike, aluminum tablet stamped “1187”............
Fairview, 0.85 mile west of, 30 yards east of Y road, in center top stone of
north retaining wal! for culvert over creek, 6 inches from either side,
formed by north and east edges of stone chiseled square, marked
LO QS 2. Fr seg sents i seescncsto sateen doce S.dbte,OtieAGAC Ion daly Reeeesensaphie Sat hsheas eee ds oA eR ha

Ciio EAST TO LONDONDERRY.
Bradys, in north edge of stone support for northeast corner of porch to store,
about 1 foot above ground, chiseled square, marked ‘799.4”........
Bradys, 1.68 miles east of, 0.25 mile east of crossroads, 25 yards east of T.
road, 60 yards w est of T road north, in top of stone north end east
abutment for steel framed bridge over creek, aluminum tablet stamped
i eat otaldtynd oud &, akira hordetten ol gare a raha 8 sub elicecunt Aas Ree Redahe Sates 8 hee neh Bate
Winterset, 1.8 miles west of, at T road south, directly opposite T road, on
stone to north of road at edge of ditch, chiseled square, marked
PR DOLE tedbale ett eed gl aataials dh he fate Nile aus fn cs abe ie acetone hho ee a
Winterset, at northwest corner of crossroads, diagonally opposite general
store, in building block 10 feet off east and north road,'10 yards off
north and south road, aluminum tablet stamped 825”.............
Winterset, 1.07 miles east of, 20 yards west of T road north, 3 inches and 8
inches from either side of angle formed by south and east edges of top
stone nearest bridge, south wing wall, east abutment to wooden
bridge over creek, chiseled square, marked 828.96"...............
Antrim, west end of town, in north end of east bottom step to United Presby-
terian Church, aluminum tablet stamped ‘10017. .................
Antrim, 2.67 miles east of, 20 yards east of Y road to northeast, diagonally
opposite house of J. H. Yarnell, on top stone south wing wall of west
abutment to bridge over creek, chiseled square, marked ‘'999.1".....
Londonderry, at northwest corner of Londonderry-Fairview and London-
derry-Freeport roads, on large flat slab, chiseled square, marked
“VIGSS Sage ease Pet ER Got kO ORTH ORO EE AR SHORES PSE Suda 8
Londonderry, 2 miles south of, in bridge across Skull Fork Creek on London-
derry-Fairview road, aluminum tablet stamped “895”. .............

ODELL NORTHEAST TO ’RepPorT.

Odell, on stone step to store, chiseled square, marked “991.3”..............

Milnersville, west. end of town, midway between T roads north and south,
at schoolhouse and blacksmith shop. in second stone south end east
abutment for bridge over Clear Fork Creek, aluminum tablet stamped
PEL ai eS: xin! ial UR ait at cee Ei 6 ceil htm Sok ahs nt Aa a alee tutte alr Roane

Milnersville, 2.6 miles east of, between T roads north and soutb, 500 yards
northwest of schoolhouse, in second stone north end east abutment
for bridge over creek, aluminum tablet stamped “1000”............

882.028

1186 .045

1027 .98

799 .07

802.687
837.95
824.924
828.50
1000. 823
998.58

1168.22

895.726

991.01

830.696

999 .342
TOPOGRAPHIC SURVEY.

Milnersville, 5.12 miles east of, at southeast corner of crossroads, on large
flat slab over east end of drain, chiseled square, marked ‘'1152”......
Milnersville, 6.15 miles east of, in stone lift for east door in north face of
Pleasant Hill M. E. church, aluminum tablet stamped ‘'1236”.......
Freeport, 4 miles west of, at crossroads, on large stone at south end of wooden
sluice, chiseled square, marked “1002.9” ................0.00 0000s
Freeport, 2 miles west of, at southwest corner of T road west, on large stone,
chiseled square, marked 885.0”. ........... 0.000002 c cee eee ee
Freeport, 1.5 miles west of, at T road north, in north end west abutment of
bridge, set horizontally in stone about 2 feet above creek, aluminum
tablet stamped “889? ooo cie vie ca Seis cise wae dae Sa ee aA

PIEDMONT NORTHWEST ALONG CLEVELAND, Lorain AND WuHeEsLine RaIL-
ROAD TO TENNETT’S TUNNEL.
(Corrected to accord with adjusted B. & O. R. R. precise levels.)
T'reeport, on south side of Main street, on door sill to entrance to Bank of
Freeport, aluminum tablet stamped “1004 STEUBENVILLE”......
Tennett’s Tunnel, at north end of, at northwest corner of bridge No 134, on
top stone, chiseled square...........0. 006.0 c ccc cee

FREEPORT SOUTH SOUTHEAST TO FarRviIErW.

Freeport, 7.9 miles south of, iron bridge over Skull Fork Creek, on London-
derry-Fairview road, on east end of south wing wall of east abutment,
aluminum tunlet stamped “895 STEUBENVILLE” ...............

SUMMERFIELD QUADRANGLE.

KLONDYKE VIA QUAKER City AND SUMMERFIELD TO LewisvILun.
Lore City, 0.88 mile west of, on east abutment north side of iron bridge,
chiseled square, painted “815.527 2.0.00... eee
Lore City, 0.55 mile east of, in north abutment of arched bridge, aluminum
tabletstamped S23) scuse cl vesteeets sense ed eNGi ERA RN anes
Lore City, 1.63 miles east of, 35 feet north of railroad , at crossing, on south
abutment west side of bridge, chiseled square, marked “824.05”... ..
Gibson station, 1.12 miles east of, about 500 feet northeast of Catholic church,
in east abutment north side of railroad bridge, aluminum tablet
stamped “838252 os.4ucsce ae Se Ren ees named hea heSh RS KE
Salesville station, 0.08 mile west of, in north end of concrete culvert under
railroad, aluminum tablet stamped 852”)...........00..2....00005
Quaker City station, 5 feet east of northeast corner of, in top of property
stone, aluminum tablet stamped “874. .......0 0000-000 e cece ee
South from this point.
Quaker Cit+, 0.82 mile south of, on rock on south side of road, chiseled square,
painted “1064.89” pct cgackewda tay Peedi oq ade Da a Re eee
Batesville, 2.5 miles north of, on large rock on north side of road, chiseled
aquare; pated: “OS7:97" x05 ce apes ceclcmnque rae oo a sile ne cete ern e
Batesville, in southeast corner of foundation of high school building, 1 foot
above ground, aluminum tablet stamped “931”..................-
Batesville, 2.58 miles southeast of, on east abutment, south side of iron bridge
over Beaver Creek, 3000 feet east of Jacob Wisecarver’s residence,
aluminum tablet stamped ‘'8427 2.0.0.0... eee
Summerfield, 6.36 miles north of, in south abutment, cast side of covered
bridge painted white over North Fork of Wills Creek, 700 feet north-
west of John Bates’ residence, aluminum tablet stamped “834”......
Summerfield, 2.91 miles north of, in northwest corner of foundation to resi-
dence of Mrs. L. Moore, 260 feet north of T road, aluminum tablet
Stamped S86) ss.a ie Gates Gee ed Dee hee O Rea tAd dike
Summerfield, in west abutment east side in 9th tier of stone from top of
wagon bridge over railroad on Cross street, aluminum tablet stamped
OV TBD eos ete ac hp Skeets sg d AORIR Gree E OEE BMS ERR EAE Me AES cs aS ip

553

FEET.

1151.

1235

1002.

884.

888 .

1004.

876.

895

874.

1064.
1087.

930.

841.

833

885.

40

449

22
32

125

436

726

544

207

352

79

821

961

804

682

695
554 PROGRESS REPORT

Summerfield, 1.05 miles east of, on rock south side of ‘railroad, chiseled
square, amir ke 1002.0)” a. aucee gate ht dexeae see 28 Paes wind eng wees He

Kthel station, 100 feet east of, on west abutment south side of iron bridge at
railroad crossing, chiseled square, painted “917.227... ..........005

Ethel station, 0.64 mile east of, 55 feet west of railroad, 700 feet east of resi-
dence of John _Quinlin, in brown stone ledge, aluminum taolet stamped
OOD een Bi al ecnih le ae wk Od Ded soe weet gal oe whe ink wy ge ee une ew G mee a

Harlan station, in front of station, top of T rail used as post, marked “872.48”

Brister, 0.29 mile west of, 25 feet south of railroad at crossing, in north abut-
ment of east side of covered bridge, aluminum tablet stamped ‘‘894’’. .

Hamilton, in front of station; top of rail.............. 00. eee eee eee is

SUMMERFIELD WEST VIA SARAHSVILLE TO CALDWELL.

Whigville, 60 feet south of railroad, in northwest corner of foundation of
Methodist Episcopal church, 18 inches above ground, aluminum tablet
stamped 1158)" a sen wae et acptavs Lele ew cewanes Seow eae eens eeee es

I'redericksdale schoolhouse, in southeast corner of foundation, 60 feet north
of railroad, 700 feet east of station, aluminum tablet stamped “893’’. .

Fredericksdale, in front of station, top of rail .........0......... 0. see eee

Sarahsville (old station), 100 feet west of, 35 feet east of railroad, in west
abutment north side of iron bridge, aluminum tablet stamped ‘856°. .

Duvall station, 530 feet west of, in southeast corner of foundation to Duvall
schoolhouse, aluminum tablet stamped S20" 0 cass eeedaveawens
Mr. ISPHRAIM STATION NoRTH To Lore Crry.

Mt. Ephraim, Methodist Episcopal church, in southwest corner of foundation,
18 inches above ground, aluminum tablet stamped “1147”..........

Mt. Ephraim, 2 miles north of, on north abutment east side of covered bridge
at T road, chiseled square, painted “S69.87" 00.00.0000... 002200005

Mt. Ephraim, 2.66 miles north of, on north abutment east side of small
wooden bridge, chiseled square, painted “854.77” ...........2.2..-5

Mt. Ephraim, 3.78 miles north of, in west abutment north side of covered
bridge on T road, sign post reads “Mt. Ephraim 4 miles, Senecaville
3 miles,” aluminum tablet staurped “8357 0... ....0....0202..5.00.

Mt. ISphraim, 4.8 miles north of, on south abutment west side in front of
schoolhouse at T road north, chiseled square, painted “S845.8”.......

Senecaville, in north abutment east side of iron wagon bridge over Wills
Creek, aluminum tablet stamped “813”......0.......00..00000005

Senecaville, in front of station, top of rail ..........0. 06. ccc cee eee

Lore City, 0.55 mile east of, in north abutment of concrete arched bridge,
aluminum tablet stamped aa sp Sods es grat ele diy Pe ROE Shon tt, rectal doa a

CUMBERLAND QUADRANGLE,

CAMBRIDGE souTH TO BretLm VALLEY.
Cambridge courthouse, south side of, in top of stone steps one foot from
building, aluminum tablet stamped BSG” acccceas Qe heen Geran Katies
Cambridge, 3.5 miles south of, in foundation of railroad water tank at scale
house, aluminum tablet stamped ''803™ occ 2 ine ae tomen uso acon wdgtae a deed fe
Byesville, in southeast corner front face of Burt Block, 100 feet west of rail-
road, aluminum tablet stamped “8137 .........00..0.. 00000... e eee
Derwent, 0.8 mile south of, crossing of B. & O. with. & M.R.R...........
Pleasant City, in northeast corner of Pennsylvania Railroad station, alumi-
num tablet stamped “809” 1.2... cere es
Pleasant City, in front of station, top of rail................ 00.00.20 eee
Ava, 0.59 mile north of, west of track, in top of concrete culvert, aluminum
tablet-stamped: S097" oonccsnicaace nbad pag age eee Be us wECERS

FREELAND SOUTHEAST ALONG Outo River AND WESTERN RaILRoAD TO BELLE
VALLEY.

Spratt station, 0.3 mile east of, in south face of southwest corner of Spratt’s
milk house, 50 feet north of highway, aluminum tablet stamped ‘941-
TER i cht Sth, i pgp eM ROR S Ed? Gash roe mabe aed ca awe widem ec

FEET.

1051

917.

890.

872

893.
969.

1157.

894.
882.

S56.

$20.2:

885.

802

813.
802.

808.
804.

808.

:91

18

897

39

833

680

302

414

565

448
TOPOGRAPHIC SURVEY.

Cumberland, 0.5 mile west of, 90 feet south of railroad, on northwest corner
of northwest wing wall of road bridge, chiseled mark.............-- 837
Cumberland, in top foundation stone of flying buttress, center of south side
of First Presbyterian Church, aluminum tablet stamped “862-1908”... 862
Hiramsburg, 70 feet north of station, in south face of southeast corner of
G. A. McClure’s dwelling, 1.9 feet above ground, aluminum tablet
stamped ““967=1908? science otek rgd aise Gone as Cake ee Wks Sepele wack deat 966
Belle Valley, 1,500 feet south of station, in bridge seat at southeast corner of
Pennsylvania Railroad bridge over Duck Creek, aluminum tablet

stampede'739=1908" oo csgae .ceawhuea Meta ees Ree EERE TEL Aad eee 738.

Run along Pennsylvania Railroad to Caldwell.

New ConcorD souTH VIA CLAYSVILLE TO SpRAT.
New Concord, 60 feet north of station, in concrete street crossing about 3

inches above ground, iron post stamped “843”...............-.055 843.

New Concord, 2.75 miles southeast of, 1,000 feet north of J. Keck’s residence,
in west abutment south side of covered bridge over Crooked Creek,

aluminum tablet stamped “831” ©. ....00.. 0... eee 831.

New Concord, 4.6 miles southeast of, 15 feet east of public road at the resi-
dence of Harley Watson, on concrete walk, chiseled square, painted
OUTS AT le oh soe. Nituy weed decahuan ee Bitaiy eWeek Oba aa ties HA Bake ach ndnscde acd ad BARE 1128
Claysville, 0.87 mile west of, 150 feet south of public road, in northwest cor-
ner of foundation of residence of E. FE. and J. J. Kelley, aluminum
tablet:stamped “1022)* ocd v2.2 abla alen seieea ars doawacery Ha nan Gh aE we 1021

Rix Mills, 0.5 mile south of, 150 feet east of T road, in southeast corner of
foundation to residence of B. W. St. Clair, aluminum tablet stamped

PUT es sity (ese R GS nde he oat Aires area tac? catia nae aad hated A Aaa ed Sve daa 1113.

Spratt, 2.34 miles north of, 700 feet south of H. Tonis’ residence, in concrete
step at entrance of Rich Hill high school, aluminum tablet stamped
TOSS sc-634-5.2 ae Be ome eRe ence GET a MEET eR RAP eels 10S7
Renrock west To Row.tanp.

tenrock post-office, 250 feet south of T road, 15 feet cast of public road, in
northwest corner of foundation to Silas Thorlas’ residence, aluminum

tablet stamped: "798" che guscs cs oko gies DOeM EEE EOS Ae ESS 793.

Renrock, 1.24 miles west of, 100 feet south of Dickerson’s residence, 7 feet
from center of road, on large rock on west side of road, chiseled square,
marked °909.9)) 00k ccc aed orice cpa Reed Pee RE aoe eA EOS 909

Knight, “Grove Church,” 150 feet south of, at southeast corner of crossroads,

on rock at end of culvert, chiseled square, painted “1014.51”........ 1014.

Knight, 0.5 mile west of; 10 feet from center of road, 0.05 mile east of T road,

in root of oak tree, spike, painted “1064.16”. ..................... 1064.

Knight, “Grove Church,” 1.22 miles west of, 75 feet south of public road
leading from Knight to Lisleburg, in northeast corner of foundation

to residence of J. C. Wilson, aluminum tablet stamped ‘1091”....... 1091.

Lisleburg or “Young Hickory,” 580 feet west of church, 50 feet east of
Marietta and Cumberland Road, on stone in center of T road, chiseled

square, painted 1070.68”) ........ 0.20. e eee Peden diboaleo tls 1070.

KXLonDYKe.
Klondyke, 0.13 mile west of, on south side of railroad, on top of concrete

culvert, chiseled square, painted ‘804.5” (B. & O. bench mark)...... 804.

Klondyke, 0.1 mile east of, on west abutment ‘south side of iron bridge;
aluminum tablet stamped ‘808” .. 0.0.0... 000 o cece 807

CALDWELL QUADRANGLE.

CALDWELL WEST TO RENROCK.
Caldwell, at northwest corner of Noble County courthouse, 1 foot above

ground in face of base stone; aluminum tablet stamped “746”....... 745.

CHECKED SPUR LINE.
Caldwell, on south side of Mill’s Block, 5 feet east of entrance of post-office,

in top of base rock, aluminum tablet stamped ‘747”............... 746.

555

FEET.

43

039

484

546

41

471

117

910

436

93

53

515

71

40

688
556 PROGRESS REPORT

Caldwell, 1.15 miles south and 1.45 miles west of, 60 feet west of T road
south. on large flat rock, chiseled square; painted ‘1007.41”.........
Sharon, in northeast corner of east side of foundation of residence of A. J.
Lowe, aluminum tablet stamped “942” ......000 0002... 000.0 e eee
Sharon, 2.95 miles west of; in northeast corner of east side of foundation of
residence of James Caldwell; aluminum tablet stamped “1015”......
Renrock, 1.58 miles east of; on rock ledge on north side of road, chiseled
square;marked “1044.98” scus cg eee e dees ea whe ee ages MOET RRS

SoutH OLIVE souTawest via Moscow Mitts AND BEVERLY TO Lowe...

South Olive, at corner of North street and Center avenue, in top of property
stone at southwest corner of Wm. Kirkbrid’s, bronze tablet stamped
PEDO STA 1 bine age Ae arn rancenceoe ayes Ae rcs a sneer ea LS lm ti Me SS
South Olive, 1.43 miles west of; south of road, on sandstone ledge, chiseled
squares painted “G50” ons cci sae alae ea Seana DHE CMe RY Ce sew eae
South Olive, 2.65 miles west of; in north abutment west side of new concrete
iron bridge on T road south; aluminum tablet stamped ‘-—”.........
Ixeith, 1 mile east of; 500 feet north of bridge over Keith’s Forks of Olive Green
Creek, at junction of Lowell and Caldwell roads, in face of brown stone
ledge on north side of T road west, aluminum tablet stamped ‘Prim.
Trav, Stas NO9, 190s case ss cas Beech ewes abe Fa SRE Se eRe e BE BS
Keith, on stone in front of store owned by P. C. Keith and Son, chiseled
square; painted, “TAGIGI sc s enews ey Seb eet oe ened oe tins wa ncnne Guns
Keith, 2.09 miles west of, in south abutment west te of covered bridge over
Little Olive Green Creek on T road; aluminum tablet stamped ‘'713’’.
Keith, 5.11 miles west of; 50 feet north of public road, in southwest corner
of foundation of D. P. Olipant’s residence; aluminum tablet stamped
MOTD rea ogre anal LU We dn aie tule ited te Gh as Cee ao hae ces Oh a ea alee ob eS nal
Kseith, 6.72 miles west of; south of public road, 100 feet west of T road east,
4 feet west of barn owned by J. Beebe, on large flat rock, chiseled
Squares markéd 4732.6" occ ccencapes sdauyded aa Ane wey Fe Saco Pad w
Keith, 8.38 miles west of; on large rock at south side of public road, chiseled
square, marked “S04.3"" sc ccneg a4 ney acn renee Sagudkeewe cae eane ee
Beverly, 3.66 miles north of, 0.31 mile north of Y, road, 0.17 mile south of
crossroads, in brown stone ledge on east side of road, aluminum tablet
StAMPET, (Sse sil ss ssn sl ae oro nc exueeWe Sig oak aay eoee RATA Leese
Beverly, 2.61 miles north of; at T road south, on rock in front of residence of
P.S. Taylor, chiseled square, marked “926.69”....................
Beverly, in top of west wall at north end of government canal lock at foot of
Fifth street, aluminum tablet stamped “Prim. Trav. Sta. No. 7, 631’.
Waterford crossroads, at northeast corner of C. E. Vaughn’s store, chiseled
square, unrarieed. GAS.2”, « 9 sgseescesvevow ince geis ca ein oa ta cone bee
Equity station, 1.47 miles north of; 8 feet east of south rail of railroad, in
brown stone ledge, aluminum tablet stamped “654”. .............05
Clifton, in frontof station, top of rail, marked “637.7”..............0.00005
Clifton station, 0.6 mile south of; on Riverview Farm, in concrete culvert
under railroad, aluminum tablet stamped “627”..................
Lowell, government lock; chiseled square ............0. 0002000 c eee eee
Lowell, in top of east wall at north end of canal lock No. 3; aluminum tablet
stamped “Prim. Trav. Sta. No. 3, 617” 0.0.00... eee

K\niru soutu To LowEiu

Keith, 2.22 miles south of; south of road, on rock, chiseled square, painted
POOL. © tach vkebd crane aime ialia Ua asieh eisce ayia Wed mca yi acne Wan eM agin Bn ge G8 Te
Keith, 3.27 miles south of; 660 feet south of T road east, on pura stone
in center of public road, chiseled square, painted “1050.4...
Keith, 5.5 miles south of; 40 feet west of public road, in southeast corner of
foundation of barn owned by John Steigle; aluminum tablet stamped
MOOG! i cxccs ea tale AMARA EY ae AGA UMAR Meinae hha ne DeLA a sAaa Me Abend

FEET.
1007.41

941.682
1015.178

1045.00

693.500
955.09

834.236

799 . 364
746.75
713.323

7283 .939

732.81

804.48

842.180
926.96
631.004
643.53

654.600
638.0

626.863
616.62

616.651

869.40

1050.48

926 .069
TOPOGRAPHIC SURVEY.

Lowell, 4 mules north of; 30 feet east of ford over big run at-crossroads, in
large flat rock on west side of road, aluminum tablet stamped ‘‘641” .

Lowell, 2.5 miles north of (along river), at T road, on north abutment west
side of covered bridge; chiseled square, painted “615.8”............
WATERFORD VIA BALTIMORE AND OHIO RartLroap ‘ro Roxpury.
Waterford, 3 miles north of; 280 feet south of Hayward station, 200 feet east,
of railroad, in top step to entrance of If. B. Vincent’s residence; alumi-
num tablet‘stamped “G45” .o.5 haces peat aban wh ven dunt aadls awe one
Beckett station, in northwest corner of concrete retaining wall around station
platform; aluminum tablet stamped “647”. .........0....2.-0240055
Luke Chute, in soutHeast corner of top of government lock, aluminum tablet
Stamped G42 ests ccs saaicesn dy eausmin beh aed dasubemiadscdaig tieoh whet dabeia tea wh eats

CLOUD POST-OFFICE.

Meigs, 3.29 miles northeast of; in west side south end of foundation of J. Q.
Little’s residence; aluminum tablet stamped ‘749”................

Cloud post-office, east of road opposite MacKlem and Dunkle’s store, paint
mark around nail head in root of buckeye tree, marked “770.749”...

M’CONNELSVILLE QUADRANGLE.

GAGLEPORT SOUTH TO CALVARY.
Eagleport, 2.7 miles west of, at T road west, on rock, chiseled square; painted
TSO LG ON wicca Drs vehoib es Ree cal seSace Oe Phx, ie, Bots MOS se del Nrd torsade Sacre am ae tae Re breee
Eagleport, 1.79 miles southwest of; 150 yards southwest of residence of
Jacob Bush, in north abutment east side of wooden bridge; aluminum
tablet stamped "755" ws ssc essay boc Sauls Rees ch te bok nee Reba Os
Triadelphia, in northwest corner west side of foundation of Christian church;
aluminum tablet stamped 982” ............... 0.0 cece eee eee ee
Triadelphia, 2.95 miles south of; at crossroads, in southeast corner east side
of foundation of residence of James Parkhill; aluminum tablet stamped
OA ed snaie ala ene ane A sdnian Bldilon's ete Sideihe er Bie aR a Gitar Racer ine Gepee SAN ame ave
Morganville, in east side of foundation of residence of Andrew Scott; alumi-
num ‘tablet:stamped “888.4145 e63 ass peewee reine sure ee qa
Ringgold, 0.5 mile east of; on large rock at crossroads, chiseled square;
/ painted, “SOLAI” sa csecinsud tus Gig kaw Hey wl esnaet aes goes aees Pe
Ringgold, 0.31 mile east of; in west abutment south side of bridge over small
stream; aluminum tablet stamped “871” ................4.-.2005.
Ringgold, 2.78 miles south of; at T road east, on rock, chiseled square;
painted’ “LOG QM ciara ca ees alas teal te ese giclee Gaeta wetidl Sanne linseed anaes
Schilling, 0.91 mile south of; in northwest side of foundation to residence of
M. H. Fitch; aluminum tablet stamped “1058”....................
Mountville, 40 feet north of T road, at schoolhouse, on large rock, chiseled
square; painted “1012.87” .......-. 6. . eee cece eee
Mountville, in south wall of foundation of residence of John McLain, alumi-
num tablet stamped “1026” .........0... 0.0000.
Mountville, 0.84 mile south of; at T road east, on stone step at gate leading
to residence of O. Lovell, chiseled square; painted “977.39”..........
Mountville, 1.78 miles south of; 30 feet south of crossroads east and west, on
large rock, chiseled square; painted “979.15”...................0..

Durant sOUTHEAST VIA McCoNNELLSVILLE AND STocKPORT TO CHESTER-
HILL,
(This line closes one foot low at Chesterhill.)
Eagleport, 1.58 miles southeast of; in west abutment of small culvert under
railroad: aluminum tablet stamped “690” ...................0005.
Shawnee Junction, 0.12 mile north of; in south abutment east side of small
trestle; aluminum tablet stamped “686”.......................0..
Malta, northeast corner of intersection of Bell and Water streets, in concrete
retaining wall; aluminum tablet stamped “666” ...................

557

FEET.

640.994

645.360
646.881

642.629

748 339

769.92

750.96

755.174

981.609

843.772
883.475
891.69
870.808
1063 .03
1058 .367
1013.21
1026 .709
977.75

979.52

690.102
686.370

666.041
558 PROGRESS REPORT

McConnelsville, in southeast corner of veranda of Morgan County courthouse,
iron post stamped “Prim. Trav. Sta. No. 12, 701” ............-0055
McConnelsville, on porch of Morgan County courthouse, chiseled square;
marked 203760 gale succsbitaee was wen Yew BEN LHS ay ERAS MES ES OY
Malta, 3.01 miles south of; on west side of B. & O. R. R., 300 feet south of
railroad crossing, in coping stone of small culvert, aluminum tablet
BEAM DCO OO4? ny. gis -aacco adm teh iotedpeteQnttaig Sati wean eich wie hanes h wUie ot Lak
Uooksburg station, 0.38 mile south of; 60 feet east of railroad, in coping
stone of stone arch culvert under county road crossing; aluminum
tablet:stamped: “O01? visi d cniwee pain a Pale oe gplneinenie pa eee eee oe
Stockport, 700 feet west of railroad, in west abutment north side of county
bridge over Muskingum river, aluminum tablet stamped ‘663”......
Stockport, 1.1 miles west of; on coping stone of small culvert, chiseled square;
PAE GS2e wun suet s batcsere eds ee sled Mant dun Ls tesa cassis anten hacen BIEN ys
Stockport, 2.27 miles west of; in west abutment north side of wooden bridge;
aluminum tablet stamped “873” ......00..0. 0.000 e cece eee
Stockport, 3.41 miles west of; on east abutment south side of iron bridge;
chiseled square; painted “794? 202.022 sceauseeni tea@sgeseeenees
Todds, 11 feet from center of road at intersection of Y road, on large flat
stone, chiseled square; painted “988” .............-... 00. cece eee
Chester Hill, 1.28 miles east of; on coping stone east abutment north side of
covered bridge over Wolfe Creek, chiseled cross; painted ‘724.8”.....

SrockroRT SOUTHEAST TO RoxBuRY.

Roxbury ferry over Muskingum River, 450 feet north of, at triangle at junc-
tion of North River road and road south across river, iron post stamped
“Prim. "Trav: Stas NO. 6, 650.8" p222)2gnaes be bet eee gengees ood

Roxbury, 0.24 mile north of; in south end of small concrete culvert on east
side of railroad; aluminum tablet stamped “654”..................

McConnELSVILLE NORTHEAST TO ROWLAND.

McConnelsville, 0.85 mile northeast of; on rock on east side of road, chiseled
square;:-marked, "744.25" tock des che mgd su age eea me bea Buses dy Sas

McConnelsville, 2.93 miles northeast of; in south abutment west side of iron
bridge over Four Mile Creek, aluminum tablet stamped “‘844”.......

McConnelsville, 4.08 miles northeast of; west of road, 40 feet south of small
walnut tree, on rock, chisel mark; marked ‘996.24”................

McConnelsville, 4.78 miles northeast of; on south abutment east side of
covered bridge over Meigs Creek, chiseled mark; marked ‘703.97’... .

McConnelsville, 6.26 miles northeast of; in east side north corner of founda-
tion of residence owned by Chas. H. Whitney; aluminum tablet
stamped. “767... 2s;462 eda e screed erases lie hain eee sae Lae ets

Meigs, 0.91 mile east of; on west abutment south side of iron bridge, chiseled
square; marked “679.3207? 1.00.0... eee eee eee eee eee ee eee

Meigs, 1.1 miles east of; at T road south, on large rock in front of residence
of John King, chiseled square; marked “727.545”.................. ‘

Meigs, 1.92 miles north of; on large rock at crossroads, chiseled square;
marked "692.6242" i: nak oe oes age eels ik-n4 eee oe Ae spa Guat outed

Meigs, 3.29 miles northeast of; in west side south end of foundation of J. Q.
Little’s residence; aluminum tablet stamped ‘'749”...............,.

PHILO QUADRANGLE.

SoutH ZANESVILLE SOUTHRPAST VIA PHILO To DURANT,

Buckeye, in front of station; top of rail, marked ‘713.2”........00....0...

Buckeye station, 0.25 mile south of; in wing east side of county bridge, 50
feet east of B. & O. railroad; aluminum tablet stamped “688”... 2...

Frazier (was Brush Creek) station, in northeast corner of A. M. Shylock’s
field, 24 feet north of south rail B. & O. railroad, 31 feet from center
of north and south road; iron post stamped “Prim. Trav. Sta. No.
COLTON?” wc cisentd dal ta Oa mene BOA om AEA Semcun Alas ep UR Baa Rene,

FEET.
700.940

703.44

664.218

650.755
662.601
763.24
872.589
793 .83
988 .07
724.69

655.317

653.714

743.46
842.713
995.44

703.17

766.250
678.51
726.73
691.80

748 .339

713.3

688 .137
TOPOGRAPHIC SURVEY.

Government Lock at Philo, chiseled square, marked “688.5” ..........-..
Philo station, 0.22 mile north of: 20 feet east of B. & O. Railroad, in county

bridge retaining wall over Muskingum river: aluminum tablet
SUA POC GO cael cancel accobegud ates atch wal dsalaala aac baie ear ema der ee

Philo, in front. of station, top of rail; marked “701.00... 0.0.0

Philo. 1.78 miles south of; 30 feet from B. &O. Railroad in stone arch bridge
on west side; aluminum tablet stamped “OS5"...........0...-0-.--5
Meriam, 0.82 mile south of; in coping west side of cement culvert; aluminum
tablet:stamped “G90? is necrs cannes averse eensd gute ees ee amen:

Durant, 300 feet west. of railroad, 25 feet from public road; iron post stamped
: Prim. Travics tas NOW67,(00 6:4? 253 £8. 5 eta cnet coe End acuesecoae bee

ZANESVILLE SOUTHEAST viIA O. R. & W. RaitRoap To FREELAND

Zanesville, on northeast corner of curb approach to Fifth street bridge;
chiselamark: saicesmas oda ese Se Ade Soh Headend bate aaa ye Mee BE

Mill Run station, 1 mile east of Zanesville, on northwest corner of stone
bridge over Mill Run; chisel mark............... 0.00.00 e cece eee

Deffenbaugh, 1,200 feet east of; 200 feet north of railroad, in southwest cor-
ner wing wall, 2 feet below bridge floor of small dirt road bridge;
aluminum tablet stamped “805” ........... 0. eee eee

Carlwick station, 700 feet west of; in bridge seat at southeast corner of bridge
over Boggs Creek at road fork; aluminum tablet stamped “740”......

Chandlersville, in west face of stone stile block at southeast corner of T road
to south by I. O. O. F. building, aluminum tablet stamped ‘734,
TO QB I. cee Coir k, ie el ate Ss ina Ae 2 Faille eel ele abn ONE eco nce on te ayuda &

Freeland, 152.2 feet southwest of station, in George Thorla’s field, in top of
12x 12” rock post, chiseled “Prim. Trav. Sta. No. 69, 766”.........

RoWLAND NORTH TO FREELAND.

Rowland post-office, 0.5 mile north of; at T road west, in northeast corner
of Walton Blackledge’s field; iron post stamped “Prim. Trav. Sta.
ING; 682.788" lsdoe cacetn eaetherveetiid sie olds mented Riek Ulehnona Au awake ee

Rowland, 2.17 miles north of; east of road, T road east, on large rock,
chiseled square; marked “756.64” ............. 00. e cece eee ee eee

Rowland, 3.81 miles north of; 80 yards east of private road leading to Oak-
land church, on south abutment west side of bridge over creek; alumi-
num tablet stamped “7577 0.0.00... 0000 cccce cece cece cece cee ees

Rowland, 5.77 miles north of; at T road west, on rock, chiseled square;
painted “1047220 ss sing ang inde ee oguiesbsrwsmemtan ese ee naewoe s

Rowland, 6.72 miles north of; east of road, on large rock, chiseled square;
Baie Lise 6! fon 6a wae: ene eue ee ei oie ads

Rowland, 7.26 miles north of; in third stone step at south door east side of
Highhill Presbyterian Church; aluminum tablet stamped “1198”. .

High Hill, in front of N. J. Bell’s store, on large rock, chiseled square; a
CAIRO Rn onnsn ce aly tn hatin Nae we, er esa hati

ZANESVILLE NORTH FIVE MILES.
Zanesville, 3 miles north of; just west of Zanesville and Gilbert road, between
B. & O. R. R. and 6. & M. V. R. R., in southeast corner of field of
ies Marguerite Clark, in stone post, aluminum tablet stamped “Prim.
Trav. Sta. No. 62, MONE vccaauars Sipaiatecline MATa Westen ch Mem Aen

Zanesville, 3.6 miles north of; in ground on west side o: track opposite mile-
post “T-13,” top of rail set vertically; marked ‘“B. M. 723”........

Zanesville, 4.6 miles north of; in ground on west side of track opposite mile-
post “T-12,” top of rail set vertically; marked “B, M, 721” ........

559

FEET.
687 .897

693 .933
7OL.O

684.943
690 .033

676.419

707.55

723.55

804.835

739 .598

733 464

765 .986

737 .300

755.80

755.946
1046.37
1156.92
1197 .276

1188 .97

705.210

722.98
560 PROGRESS REPORT

CONESVILLE QUADRANGLE.

From porn’ 5.6 MILes NorTH or ZANESVILLE NORTH FIVE MILES,
Zanesville, 5.6 miles north of; in ground west of track opposite milepost
‘T-11,” top of rail set vertically; marked “B. M.724”..............
Gilbert station, 300 fect south of; in top of north abutment of railroad bridge,
aluminum tablet stamped “7107.00.00... 0000 c ee ccc cece ee
Gilbert, in front of station; top of rail .....0.0..00000 00000 cece cee
Gilbert, 1.6 miles north of; west of track opposite mile post ‘““T-9” top of rail
set vertically in ground; marked “B. M. 736”.............-...0.200%
Ellis, 0.5 mile north of; west of track opposite milepost “T-8,” top of rail set
vertically in ground; marked “B. M.723”.....000.00... 0000222000
Ellis, 1.5 miles north of; west of track opposite milepost ‘“T-7,” top of rail
set vertically; marked “Be Mz 716209 e044) 234 occa a egos. beeen
Ellis, 1.6 miles north of; 100 feet south of flag station, 80 feet west of track,
west of road, in top of culvert masonry; aluminum tablet stamped
STNG ead ok tae BS Gab © cess aes ale Onasne ecm dian Ack ihn aah oN tam
Ellis, 2.5 miles north of; west of track opposite milepost ‘“‘T-6,” top of rail set
vertically in ground; marked “B. M. 719” ...........-...-2+00005+

TRINWAT NORTHEAST VIA CONESVILLE TO CosHOCTON.
Adams Mills, in canal lock, in top of south end at east side of gate wall; alu-
minum tablet stamped “736”. ........ 0... cee
Adams Mills, 2.5 miles east of; 60 feet west of milepost ‘‘P-130,” 10 feet
a of Pennsylvania railroad, in culvert; aluminum tablet stamped
Conesville, in front of station; top of rail............. 0.00.02. cece eee eee
Conesville, 1,170 feet north of station, west of track, in front foundation
stone of water tank, aluminum tablet stamped ‘745”..............
Franklin, in front of station; top of rail ............. 000020. c eee eee
Franklin, 1.6 mile approximate, north of Franklin Center, at railroad cross-
ing, in top of bridge seat north end abutment west side of highway
bridge; aluminum tablet stamped “769” ...........0...0..00 000 eee

SONOR4 NORTH TO CONESVILLE.
Sonora, Baltimore and Ohio Railroad station, 40 feet northeast of iron post
stamped: “S097. bance gd casi 5 Resbinacqlodd atone Ok HW ae, emer an wee ARR SE hee
Sonora, : 1.34 miles west of, on concrete bridge, chiseled square, marked
BODE ia ac see ERA Be ot Aa a Ge WG Bre BUEIRS AUR Mey gs Su eR
Sonora, 1.52 miles west of; in field at northeast corner of T road, top of iron
post; painted “848.2” ............. reat oe 8 died kee are id ae ete a
Sonora, 2.52 miles northwest of; 600 feet north of C. Reichel’s residence, in
penagent abutment of stone arch bridge; aluminum tablet stamped
East Greenwood, center of T road east; in top of section corner stone; alumi-
num tablet stamped “982” 5 « asncgh.0os gre MQ di snag mea aa sees «
Adamsville, 1.54 miles south of; in east abutment of concrete bridge over
Simms Creek, aluminum tablet stamped “849”...............00065
Opposite T road west, on northwest corer of barn, chiseled square; marked
BOAO civ c a ie wack win koHd, RAAT SOD Cae. TEe SDSS OT SES OS OSG
Adamsville, 0.91 mile south of; at northeast corner of T road east, on stone,
chiseled square; painted 1005.6” .........----- 0: eee eee ee eee
Adamsville, in northeast corner of street crossing in front of hotel, on large
stone, chiseled square; marked “1019.8”.........-...5--+00000-00-
Adamsville, 1.57 miles north of; in center of T road west, on rock, chiseled
squares marked “989:2"" se.eesveee ee oes CRS Peale Ketee bee
Adamsville, 2.31 miles north of; 60 feet west of public road, 500 feet north of
T road east, in southeast corner of barn owned by F. Hanks; alumi-
nium tablet stamped 1082?" 223 eessacagtaduiesaesiiee tee gece als od

FEET.

723.66

709 .899
715.1

735.53
723.15

716.35

716.403

718.65

735.765
747 .970
745.6
744.981
755.0

769.193

808 . 637
805.35

848.16

876.800
981.837
849.091
894.57
1005.51
1019.19

982.09

1031.512
TOPOGRAPHIC SURVEY.

Adamsville, 3.61 miles north of; at Y road east, in center of road 4 feet from
west fence, chiseled square; painted “1006.0”..................2..
Ferncliff, 0.25 mile south of; in southeast corner of foundation of J. W.
Vensel’s house; aluminum tablet stamped “1081”..................

Wills Creek, 3.07 miles south of; on south abutment west side of bridge over
Wolfe Creek chiseled square; marked “742.1”.....................

Wills Creek, 2.36 miles south of; 150 feet north of T road, in south abutment
_ west side of small wooden bridge; aluminum tablet stamped ‘751...
Wills Creek, 2 miles south of; on north abutment east side of iron bridge,
chiseled square; marked “744.97 .... 0.00... c ccc eee

Wills Creek, 0.9 mile south of; 50 feet west of large covered bridge at T road
east, on large rock, chiseled square; marked ‘‘738.6”................

Wills Creek, 50 feet west of T road, in north abutment of west side of new
iron bridge; aluminum tablet stamped ‘747”............... eae ins

Wills Creek, 0.88 mile west of; north of road, 350 feet west of Robinson church
on large stone, paint spot; painted “858.9".................2..00..
Conesville, 6.5 mile north of; tool house and waiting room of W. & L. E.R. R.
station, on southwest corner of platform, bolt head; painted ‘744.4’. .
Conesville, 1170 feet north of station, west side of front foundation of Pennsyl-
vania railroad water tank, aluminum tablet stamped “745”

PoINT THREE MILES SOUTHWEST OF PLAINFIELD VIA MARQUAND TO POINT
TWO MILES SOUTH OF WILLS CREEK.

Plainfield, 3.92 miles southwest of; 50 feet east of T road north; in west
abutment north side of small wooden bridge; aluminum tablet stamped
PETA oie Fe ail hc yi Bp elie eal Ladi Ye Deena eshte, wedierdee Bere Eond 2 RMR Hed
Marquand Mill, 0.55 mile north of; at T road north, on top step of church,
chiseled square; marked “791.9” ....... 0.0.0... cece eee eee
Marquand Mill, in south pier west side of iron bridge over Wills Creek; alumi-
num tablet stamped ‘749’. .

Marquand Mill, 1.09 miles west of; north of road, on large rock, chiseled
square; marked “806.0”

MarQUAND SOUTHEAST VIA OTSEGO TO BLOOMFIELD.

Marquand Mill, 2.09 miles east of; on east abutment south side of small
wooden bridge, chiseled square; marked ‘805.6”................0...
Otsego, schoolhouse, at southeast corner, iron post stamped “Prim. Trav.
Sta INOs50, 8002 se u's alee wiki wan aaceiantacs identi ees alsa eee ca ee
Otsego, 1.05 miles south of; on stone on east abutment of small culvert,
chiseled square; painted ‘'793.6”................020 002200 cece
Otsego, 3.35 miles south of; in south abutment west side of small wooden
bridge; aluminum tablet stamped “815”

CAMBRIDGE QUADRANGLE,

Point 2 MILES SOUTHEAST OF Wrst LAFAYETTE SOUTH TO POINT 2 MILES
SOUTHWEST OF PLAINFIELD,
West Lafayette, 2.44 miles southeast of; at Y road, 150 feet southeast of
brick schoolhouse, on large flat stone, chiseled square; painted “813.3”
West Lafayette, 3.43 miles south of; in north abutment east side of iron
bridge; aluminum tablet stamped “815”................00...000..
Plainfield, 0.87 mile north of; on south abutment west side of iron bridge,
. chiseled square; painted “765.3” ................000 00000020200
Plainfield, 0.5 mile southwest of, at southeast corner of T road, on large rock,
chiseled square; painted “801.1” ..................0.0... 0.0.2,
Plainfield, 1.93 miles southwest of; in north abutment east side of iron bridge;
; aluminum tablet stamped “751” 1.0.0.0.
Brrps Run west To Orsgco.
Birds Run, 2.52 miles west of; on large rock 100 feet west of T road south,
* chiseled square; painted “798.13” :

36—T. S.

561

FEET.

1005.
1081.
741.
750.
744.
738.

747

749.
791.
748 .

805.

805.
809.
793.

si4.

90

223

67

+.981

466
87
523

98

3.33
4.079
34
16

332

.89
ou
a
lo.

PROGRESS REPORT

. FERT.

Linton Mills, in east abutment north end of iron bridge over Wills Creek; 175

aluminum tablet stamped “764”. 00.00... 06.00. cece cece 764.170
Linton Mills, 2.15 miles west of; on stone drain crossing at T road north;

PRINCE “SOO BOF ic einen aalac he. raieg arahs aie ackedeaeteth tae eee Seas Seale 809.03
Linton Mills, 3.78 miles west of; in south abutment east side of wooden bridge 75

over Coal Run; aluminum tablet stamped “759”.............--205° 758.475
Linton Mills, 5.08 miles west of; at T road south on stone step at Buker

schoolhouse, chiseled square; painted ‘803.31”...............5255° 803.01
BLOOMFIELD soutH TO New Concorp.
Bloomfield, 0.98 mile north of; on south abutment east side of small irqn

bridge at foot of large hill, chiseled square; marked “845.8".......--- 845.68
Bloomfield, at T road east, in southwest corner of foundation of Geyer and

Sandles store; aluminum tablet stamped “1117” ................--5 1116.801
Bloomfield, 0.79 mile south of; on north abutment east side of small wooden

bridge at foot of hill, chiseled square; marked ‘952.4”.............. 952.29
Bloomfield, 2.2 miles south of; 1000 feet east of schoolhouse, in east abut-

ment north side of small bridge; aluminum tablet stamped “885".... 884.733
New Concord station, 50 feet north of; iron post stamped “843”. ........... 843 . 248
CAMBRIDGE VIA CRAIG, CLIO AND East Satem To KIMBOLTON.
Cambridge courthouse, in top step front entrance about 1 foot from building;

aluminum tablet stamped ‘886” ....... 0... cee eee 885.833
Cambridge, 2.32 miles east of; 100 feet west of T road south, north of road, on

stone culvert, chiseled square; marked ‘‘801.6”.................... 801.43
Cambridge, 3.04 miles east of; in mile post at northeast corner of crossroads

post marked “Cumberland 177 miles, Wheeling 47,” aluminum tablet

stamped: "799". paniseagnawe ee teed mans a aGe Peres Ge caw setae yes 798 .812
Craig, 0.3 mile west of; on large flat rock in middle of National pike at T

road north; chiseled square; marked “974.87. ....0.0..0.0.0......0..-. 974.60

(Go north from this point.)
Craig, 2.2 miles north of; by about 0.3 mile west of, in stone step of school-

house “Independence,” aluminum tablet stamped “1145”.......... 1144. 592
Midway triangulation station, about 6 miles northeast of Cambridge and

1.5 miles southeast of village of Midway, 200 feet west of north and

south road, 300 feet northwest of schoolhouse, on a prominent bald

hill; bronze tablet stamped 1172”. .....0 0.00.00... ..00.00.000.. 1171.810
Clio, 3 feet from store, at southwest corner of crossroads, on stone, chiseled
square; marked “808. 9" ..cace acs cep eee ooops pee ome alenss 803.60

Kimbolton, 3.17 miles cast of; north of road at Y road south, 500 feet west
of residence of Howard Millegan, in brownstone ledge; aluminum

tablet stamped “S06” 2. sdy nes de eeu diosno a dy hk oe ban pee aunts eooe 865.380
East Salem, 500 feet east of; south of public road, 18 inches from fence, on

rock, chiseled square; marked ‘1056.56".........0.0.....00 00200 1056 .37
Kimbolton, 6) feet north of station, in property stone at corner of barn;

aluminum. tablet. stamped “787 wa. ccca seed eee nee eee eees nae 787.164

1.5 MILES SOUTHEAST OF BERNICE.

Odell, 8.74 miles north of; in south abutment west side of iron bridge over
Dunlap Creek: aluminum tablet stamped “S247 ......00........... 824.721

Odell, 6 niles north of, 15 fect from center of publie road, in south side of
foundation to west end of spring house owned by Albert White;
aluminum tablet stamped “1902.7. ..0..0 0.0.0.0 cece eee 1093 .140

CAMPRIDGE BAST FOR 5 MiLts. ;
Cambridge, 1.94 miles east of; on cast abutment south side in coping stone

stone of nridge over Leatherwood Creek, chiseled square; painted

ALD ek ardent hia han vate ae Ae tea ine Cenk eh ee aa 804.31
Guernsey, in front of station, top of rail; marked “804.77 ..0........0...... 804.6
Guernsey’ station, 0.59 mile east of; on east abutment north side of bridge

over Leatherwood Creek, c.uiseled square: painted ‘803.87........... 803.69
TOPOGRAPIIIC SURVEY. 563

COSHOCTON QUADRANGLE,

: FER.

CosHocrTon g£ast TO West LarayErtry.
Coshocton, in front of station; top of rail....... 0.006. 777.0
Coshocton, in southeast corner of courthouse; aluminum tablet stamped

“Prim. Trav, Stee NOa Bla CGl” oso negates ace wlan ya ntias aa nanarican 776.868
Coshocton, 3.2 miles east of; 900 feet west of milepost ‘‘P-119,”’ in front face

of concrete foundation of semaphore pole; aluminum tablet stamped

OT a ariiils weds gate cae a ese A NE he ile eis eB rae i bc ete Yan a 767 .632
Coshocton, 4 miles east of; at crossing of Wheeling and Take Erie railroad

and Pennsylvania railroad; top of: Tails pve esa. ii conden Cal eA tree 769.5
564 PROGRESS REPORT

PRECISE LEVELING.

CAMBRIDGE, CUMBERLAND, EAST COLUMBUS, NEW COMERSTOWN, PHILO,
TUORNVILLE, THURSTON, UHRICHSVILLE AND ZANESVILLE QUADRAN-
GLES.

(Fairfield, Franklin, Guernsey, Muskingum, Perry and Tuscarawas
Counties. )

The following are the results of a line of precise leveling from Val-
ley Crossing, near Columbus, to Uhrichsville and Station Fifteen post-
office. The line extends from a bench mark on the precise line—Chilli-
cothe to Columbus—and cheeks at Uhrichsville upon bench mark 48 on
the Baltimore and Ohio precise line—Warwick to Wheeling—a connec-
tion also having been made to levels of the Muskingum River Survey of
the Army Engineers at Zanesville. The introduction of these lines into
the precise level net in the 1907 adjustment has resulted in increasing
the unadjusted elevations by this line with respect to Chillicothe, +.001
at Columbus, -+.002 at Zanesville, and —.005 at Uhrichsville, all in addi-
tion to the constant correction of —.181 foot to the 1903 adjustment at
Chillicothe. In preparing this list, however, the correction found thus
for bench mark 48 at Uhrichsville has not been accepted because pri-
mary leveling of 1908 and previous show that greater weight should have
been given the Baltimore and Ohio precise levels between this point and
Wheeling than had been, and as an easement the error of 0.878 feet
placed in that line has been reduced to 0.632 by accepting the Baltimore
and Ohio line unadjusted from Massillon, based upon the 1907 adjust-
ment value there. The corrections then given to the original elevations
by this list are as above stated, except that between Zanesville and
Uhrichsville the corrections vary between —0.179 and —.432 foot, an
adjustment of 0.253 foot.

The method and limit of error used on this line are those adopted
by the Coast and Geodetic Survey elsewhere deseribed, but yard rods
were substituted for metric and the computations made in feet.

Leveling done in 1906 by Mr. W. H. Monahan.

The work was done in cooperation with the state and the bench
marks ave stamped with the state name.

PHILO QUADRANGLE.
FEET,

ZANESVILLE ALONG BALTIMORE AND OuIo RAILROAD TO SUNDALE.
Zanesville, 3.94 miles northeast of; in east side of concrete culvert; aluminum

tablet stamped 7782 as cis aw eee ages red eee dal hale Dae wot ae cde 778.516
Sonora, 40 feet northeast of Baltimore and Ohio station; iron post stamped
* SSSR a shat na ron taalen ams fNe eu ec WA ay leh ies gt eM avs tc cco RAT rs dk SNA a 808.637
Sonora, in front of station; top of rail........0.... 0... ee eee 808.0
TOPOGRAPHIC SURVEY.

Sonora, 1.99 miles northeast of; in concrete culvert under railroad at south
side of railroad; aluminum tablet stamped ‘778”..................

Sonora, 4.13 miles northeast of; in southwest corner of stone foundation of
watering tank; aluminum tablet stamped ‘770”..................-
Sonora, 0.12 mile southwest of Sundale, 30 feet north of track; iron post
SEAM PEA 880 ve conlas Sarg ale a cena dates adnan coms ee auvela Man auvadea nad
Sundale, in front of station; top of sail... 22.2. eee

CUMBERLAND QUADRANGLE,

SUNDALE ALONG BALTIMORE AND OnIO RAILROAD TO CAMBRIDGE.

New Concord, 60 feet north of station; iron post stamped “843” ............

New Concord, in front of station; top of rail............0.....0....00000-

New Concord, 2.7 miles northeast of; 50 feet south of track, in fence corner;
IPON<POSt Stamped 4 Slo! ex da. escapees a dene deseo arse nacre dewlsroh Bee

Cassells, 60 feet north of railroad; in northeast corner of top of stone abut-
ment to highway bridge; aluminum tablet stamped ‘804”...........

Cassells, in front of station; top of rail.... 0.0.0.0... eee eee

Cassells, 1.83 miles northeast of; in concrete culvert south of track; aluminum
tablet. stamped “8047 2.0... cece tenes

CAMBRIDGE QUADRANGLE,

CAMBRIDGE NORTHEAST ALONG PENNSYLVANIA RAILROAD TO NEAR GUERNSEY.
Cambridge, in top of south side stone steps to courthouse, J foot from build-

ing; aluminum tablet stamped ‘886”....................00200005
Cambridge, in front of Baltimore and Ohio station; top of rail..............
Cambridge, in front of Chicago, and Milwaukee station; top of rail..........
Cambridge, 2.83 miles north of; in top of stone abutment at northwest cor-

ner of railroad bridge; aluminum tablet stamped ‘804”.............
Cambridge, 6.33 miles north of; 20 feet west of track, 10 feet north of high-

way; iron post stamped “783”. .........0. 0.0 ccc eee
Dore dee 9.03 miles north of, 15 feet west of railroad; iron post stamped

Cambridge, 10.99 miles north of; in stone at northwest corner of 8. W.
Luscock’s barn; aluminum tablet stamped “787”..................
Kimbolton, in front of station; top of rail..........0......... 000.
Kimbolton, 4.93 miles north of; 30 feet west of railroad, in top of southeast
corner of stone abutment to highway bridge over creek; aluminum
tablet stampede 772? aici: ae bow sllaw aahwinatn ik aeatnwecnawihe nde ibe
Birds Run, in front of station; top of rail.......0.0.0.0. 0.00020.
Guernsey, in front of station; top of rail..................... 0000000000
Guernsey, in front of station, 30 feet west of track, 1 foot from railroad
property line; iron post stamped “780”... 0.0.0... 6. eee
Guernsey, 3.26 miles north of; 25 feet west of railroad, 10 feet from highway;
iron. post:-stamped. “8287 oe cas ines Seen uis-as ta iumnebiapsdtsseeas

NEW COMERSTOWN QUADRANGLE,

Near Guernsey NORTHEAST ALONG PrennsyLvantA Ratnroap ‘to Porr
WASHINGTON.

Guernsey, 6.69 miles north of; Pennsylvania lines and Cleveland and Marietta
railroad: crossing: top of ‘rail. 0 ec.cic-voc ap bes wh bee ek yee cede

New Comerstown, front step of Mountain hotel, northwest.corner, 1 foot from
sidewalk; aluminum tablet stamped “805”,.................5005

565
FEET.
778.596
770.162

886.055
886.1

843 . 243
844.9

814.885

804.115
806.3

804.423

885.833
803 .0
804.5

804.475
783". 742
787.161
787 .164
787 .2

770.786
774.3
783.8

780.594:

828.391

803.0

805.177
566 ; PROGRESS REPORT

New Comerstown, 3.69 miles east of; 40 feet north of track; iron post stamped
OA as scat ale Gece ee ne tte Guleheulie ike sche Sahai pe aa a oe das cea es akg

New Conierstown, iu front of station: cop of rail........ 2... eee eee

New Comerstown, 5.42 miles east of; on stone foundation of Pennsylvania
railroad company’s water tank; chiseled square (railroad bench mark
B16 User etter tite eee eae eer ate hate eee ae

New Comerstown, 6.18 miles east of; 30 feet south of railroad, 20 feet west
of highway; iron post stamped OTP ys tg otee Nay va upd art te aiden nolan toe a

Port Washington, in front of station; top of rail...................054- Seti

UHRICHSVILLE QUADRANGLE.

Port WASHINGTON EAST ALONG PENNSYLVANIA RAILROAD TO UHRICHS-
VILLE.

Port Washington, 3.88 miles east of; 414 feet north of railroad, in top of south-
east corner of stone abutment for locks of canal; aluminum tablet
Stamped “S84? cose sc tniae meee ae ee MERGE Aha Ae Bay Baas

Lock No. 17, in front of station; top of rail............ 02.2... 0 eee eee eee

Pnageni vee 35 feet north of railroad, in front of station; iron post stamped
cc
SBM ean ee ae a ee arene et oe nein ei -

Gnadenhutten, in front of station; top of rail...................0 02.20
Tuscarawas, in front of station; top of rail.....................-.22--45-
Tuscarawas, 0.24 mile east of; in top of northwest corner of abutment to
bridge over highway; aluminum tablet stamped ‘844”..............
Uhrichsville, 0.86 mile north of, in southwest corner of abutment at south
end of overhead railroad bridge; small bolt (Baltimore and Ohio rail-
road bench mark No. 48)....00.000.000 0000 c ccc tect eee ences

USBRICHSVILLE EAST ALONG PENNSYLVANIA RaILRoaD TO STATION FIFTEEN
POST-OFFICE.
Uhrichsville, in front of Pennsylvania station; top of rail..................
Uhrichsville, 0.52 mile east of, 3 feet south of railroad track, 2 feet from
ground, in stone foundation of overhead highway bridge; aluminum
* tablet stamped. “B61 co. su iaisd saline dina ecko a eee eudad atone e Ad
Dennison, i in front of station; top of rail...... Ga saan ca ha Sets a cede 2 eet hf
Dennison, 0.46 mile east of; stone abutment of bridge over creek ‘Pennsyl-
vania railroad bench mark 856.14)............ 0... e cece eee
Dennison. 3.49 miles east of; in northeast coping of northwest wing wall of
stone arch bridge No 86; alum‘num tablet stamped “868 STBNVL”..

FEET.
804.718
802.9
817.874

817.856
820.2

834.859
831.1

834.549
836.3
844.3

844.738

862.029

856.8
861.251
861.8
858.761

868.376
TOPOGRAPHIC SURVEY.

PRIMARY LEVELING.

FRAZEYSBURG, NEW LEXINGTON AND ZANESVILLE QUADRANGLES.

(Athens, Coshccton, Licking, Muskingum and Perry Counties.)

567

Elevations based upon 1907 adjustment. Additional elevations on

Zanesville quadrangle are given under precise leveling. ,

Leveling in 1907 on each quadrangle by W. H. Monahan and E. C.
Bibbee, in 1908 on Frazeysburg quadrangle by C. H. Semper, and in
1908 on New Lexington and Zanesville quadrangles by T. A. Green.

The standard bench marks are stamped to show the cooperation

with the state.
FRAZEYSBURG QUADRANGLE.

TRINWAY SOUTH FIVE MILES.
Trinway, crossing of, Pennsylvania and Cincinnati and Muskingum Valley
Hailroads* top Ol Tall: once tt bgus5 peu belt. se VS ed a Taks Sobmedle Ww haya Leeman
Trinway, at southwest corner of Pennsylvania station, in top of stone curb
around cellar window; aluminum tablet stamped “731”.............
Dresden, 1 mile north of; in front of mile post “T-1,” top of rail set vertically
in ground east of track; marked “B. M. 735” Ee as Sth Oca
Dresden, 30 feet east of Cincinnati and Muskingum Valley Railroad, near
northwest: corner of public school grounds; iron post stamped ‘Prim.
Trav, Sta No: 545740) 54 sok pase cts Aopen e eee PREAET SEBO t AA Se
Dresden, in front of station; top of rail.......0..0 0.0. eee
Ellis, 5.5 miles north of; opposite mile post ‘‘T-3,” west of track, top of rail
set vertically in ground; marked “B, M745" c..0 csc. ces ovenees
Ellis, 4.5 miles north of; west of track, opposite mile post “T-4,” top of rail
set vertically in ground: marked “B. M. 752”... 02.00.00 cece cece ee
Ellis, 3.5 miles north of; west of track, opposite mile post “T-5,”’ top of rail
set vertically in ground; marked ‘B. M. 724”. .....0...0......00055

HANOVER BAST ALONG Pennsyvanta Ratroap To Trrnway.

Hanover, 2.4 miles east of; in stone abutment on north side of rock drive
under railroad used as a culvert: aluminum tablet stamped “813”... .

Black Run, 530 feet south of; in north abutment west side of small iron bridge
over Black Run; aluminum tablet stamped “766”. .................

Frazeysburg, 0.5 mile north of; Pittsburg, Cincinnati, Chicago and St. Louis
Ry. station, in second step of cael doorstep of city building; aluminum
tabletistamped 757" ea. widng Moana nism g bw Malaga gue shaem he) wed

Frazeysburg, 3 miles east of; 60 feet south of south track, in base rock
of overhead road bridge over Pittsburg, Cincinnati, Chicago and St.
Louis Ry.; aluminum tablet stamped ‘768... ........0....0...-----

TRINWAY NORTH ALONG CLEVELAND, AKRON AND CoLumBUS RatLWway TO
CooPERDALE, THENCE WESTERLY ALONG HIGHWAYS AND SOUTH TO
Brack Run.

Trinway, 0.5 mile north of; 50 feet north of wagon road, in north abutment
east of Cleveland, Akron and Columbus. railway bridge over canal;
aluminum tablet stamped MOB ih meade eA eee Oh bed amended artes

Wakatomika. station, 0.13 mile northwest of; in east abutment north side of
covered bridge; aluminum tablet stamped “756”. .................

Cooperdale, 0.2 mile north of; in south abutment west side of railroad bridge;
aluminum tablet stamped LOTTE 5g inp ules wee Rego haieaoe BUG As ETE ee

FEET.

730.
731.
735.
740.
739.

745.2

$13

766.

J
wu
“I

TOS,

737

260

129

237

458

286

».O14

361
568 PROGRESS REPORT

FEET.

West Carlisle, 123 feet north of northwest corner of Presbyterian church, in

southwest corner of lot of H. M. Robinson; iron post stamped “Prim.

DranS tain INiOy 60's cc shales wateicil pavtsetlnlacnce peelatcut. we wearer tcent atey AED 1057 .260
West Carlisle, 800 feet west of; in foundation west side, 5 feet from southwest

corner; aluminum tablet stamped “1040”... sayereyess dhse ag wees 1039 .813
West Carlisle, 3.4 miles west of; in south abutment on west side of iron bridge

over Winding Fork; aluminum tablet stamped. ““822" , ci.¢ssscee04 es 882.103
Perryton, 3 miles north of; on north and east side of Wright chisel ivi, 30

feet from wagon road, in foundation; aluminum tablet stamped “801” 801.442
Perryton, in north side; northeast corner of foundation of schoolhouse; alumi-

num tablet:stamped “800” .2.42. 00 ei ote mia aee tes ee Raw Ree 800.246
DILLON NORTHWEST ALONG BALTIMORE AND OHIO RAILROAD TO ToBoso.
Dillon, 3.6 miles west of; in northeast abutment of railroad bridge over creek;

aluminum tablet stamped 726” ........0.. 0.0 eee eee 726 . 287
Nashport, in front of station; top of rail at road crossing.......-......---- 758 .2
Nashport, 0.01 mile west of; south of track, in south abutment of concrete

culvert; aluminum tablet stamped ‘758... .........-.0 500 e eee 757 .453
Toboso, in southeast corner of station platform; aluminum tablet stamped

CPS (Dc Beste te ks cvs Sicanod ts Mae Rene Cha race Soe ey Boer a eee debe ah th Sate NI ence 780.020
Toboso, in front of station; top of rail... 2.6... eee eee 778.7
NAsHPORT SOUTHWEST TO COTTAGEHILL. :
Cottagehill, 0.2 mile south of; in south abutment east side of small bridge;

aluminum tablet stamped ‘8777. .......... 00.00. c cece cee ees 876 .920

ZANESVILLE QUADRANGLE.

ZANESVILLE NORTHWEST ALONG BALTIMORE AND Ouro Raitroap To DrLLon.
Dillon, in front of station; top of rail at road crossing.........-...-....4.- 722.2
Dillon, 443 feet northeast of station, in southeast corner stone foundation of

iron bridge over ‘Licking River;” aluminum tablet stamped “713”... 712.488
Mr. Perry NORTH ALONG HIGHWAY TO COTTAGEHILL.
Coaldale, 3 miles south of; in southside, 5th row of brick, 12 feet from east

end of M. E.. Church; aluminum tablet stamped “939”.............. 938 .324
Coaldale, 1.2 miles north of; in north abutment east side of small bridge;

aluminum tablet stamped ‘969”......00..00. 000.0. e eee eee eee 969.091
Mr. PERRY sOUTH ALONG HIGHWAY TO REHOBOTH. :
Mt. Perry, in south abutment west side of covered bridge; alumininum tablet

Sbamiped: “BOQ” x. cssica hues six Gana 5 fh odie Oia ee Soke thategals eleawlea se) aayah bon avantat 801.499
Sego, in north abutment west side of bridge at crossroads; aluminum tablet

Stamped, B82 4 fo a. awa LAcale haere AEE OP Aad Hem ee ey CA REA 831.809
Sego, 0.86 mile south of; on north wing east side of abutment of iron bridge,

chisélamarksanarked “843? oa aaa don an cbt oe Gade dubamsesn oot Oyen eat gue pres $43.12
Sego, 2.8 miles south of, on stone in southeast corner of barn vard of Win.

Hull, chisel nuurk.; marked, “1062”. c.ese4sentese baa Wiens ayes dees 1062.11
Mt. Perry, 6.09 miles south of, in south side of west end of Wesleyan Chapel

Church, aluminum tablet stamped “L031? 0.0 eee 1030 .725
Wesleyan Chapel Church, 1.8 miles south of, south of road, on stone, chiseled

a Marked. “LOC 23, ct anhec iad PoQarkereuasa Goeemimachs te eekege 1067 .57
Rehoboth, 2.24 miles west of, in foundation eae side of schoolhouse, alumi-

num tablet stamped CONTR ea) ca sale a abs eae peace 1016 .488
Rehoboth, 2.09 miles west of, on stone at top of hill, chisel mark, marked

“1108” Ane ALARA DAB Evak dhe Des es UOAETRe ceeds BEN eV eMaKeas Sess 1108 .24
At ZANESVILLE.
Zanesville, in front of Cincinnati and Muskingum Valley Railroad station,

GORD OL GE Ud hg cays nr a ces aae eect ee ne Reon ena ws Sebstad pater 702.9
Zanesville, 0.6[mile’ north! of, 6 fect’north of milepost “T-16”, 7 fect west of

railroad, top of rail! set vertically in BEOUM 3.5.6.2 lye suo. ton 6 bud cdma cen Bae TOL.17
TOPOGRAPHIC SURVEY.

SourH ZANESVILLE SOUTH TO CROOKSVILLE.
South Zanesville, 0.36 mile southwest of, in stone on east side of railroad,
aluminum tablet stamped “709” 2.0... 0.0... e cece eee eee
South Zanesville, in front of station, top of High rail...................00%
South Zanesville, 2.3 miles southwest of, east of Cincinnati and Muskingum
Valley Railroad, point on sandstone rock, marked ‘‘711”............
South Zanesville, 3.3 miles southwest of, 495 feet south of private road cross-
ing, in southeast corner of west stone abutment of iron railroad bridge
over Johnson Creek, aluminum tablet stamped ‘‘726-1908”..........
South Zanesville, 6.46 miles southwest of, at Iron Post, 125 feet south of
Cincinnati and Muskingum Valley Railroad, 300 feet north of Rans-
bottom Brothers’ pottery factory, in west end of concrete abutment
of bridge for railroad siding leading to factory, aluminum tablet
stamped: "73 2=1008 ecco. Sesh ee Seah oaame eee sae eee ae kd 4
Roseville, in front of station, top of rail, marked “743”. ................0..
Roseville, 2.1 miles southwest of, 390 feet south of milepost ‘‘T-29,” 30 feet
west of railroad, in north end of sandstone culvert over running
stream, aluminum tablet stamped ‘‘743-1908”....................
Crooksville, 60 feet south of Cincinnati and Muskingum Valley station, 3
feet west of tracks, 4 feet east of foot bridge, on west end of north
abutment of iron railroad bridge over creek, chiseled square, marked
PLD De bape hes A Rh geen i eso Sel ese PR uae eee seet Ran daca Bion beta it IS en

NEW LEXINGTON QUADRANGLE,

REHOBOTH SOUTH ALONG ToLEDO AND OuIo CENTRAL RAamMROAD, ZANES-
VILLE AND MarinTra RAILROAD AND KANAWHA AND MICHIGAN RAIL-
ROAD TO GLOUSTER.
Reltoboth, 1150 feet south of, in south abutment east side of covered bridge,
aluminum tablet stamped “895”.........0.... 00002 e cece eee ee
New Lexington courthouse, 0.3 mile north of, 40 feet south of Cincinnati
and Muskingum Valley Railroad, at northwest corner of scales, top
( SORDOIG RE ad! x3 es Rigg os 2 oer ee yas ple Dank en Can ayia lan ua digest
New Lexington, school yard, stone post marked “U. 8. C. 1904 & G.8.”....
New Lexington, in foundation 5 feet from northeast corner on north side of
courthouse, aluminum tablet stamped ‘‘Prim. Trav. Sta. No. 1-958”. .
New Lexington, 1.4 miles south of, on stone on east side of railroad at first
tunnel south of Lexington, chisel mark ....................0.-. oe
Moxahala, in front of station, at north end of platform, top of east rail......
Moxahala station, 860 feet south of, abutment east side of iron bridge, alumi-
num: tabletistamped "829". vacdu wad ures ae eat charg Sake ra cee Gone
Rendville, 0.3 mile south of Kanawha and Michigan station, in south abut-
ment east side of railroad bridge, aluminum tablet stamped ‘'752”....
Corning, in foundation of Kanawha and Michigan station on west side at
sixth guard post from north end. aluminum tablet stamped “728”... .
Corning, 2.4 miles south of, 100 feet north of road crossing, in south abutment
east side of iron bridge, aluminum tablet stamped “7117............
Bur Oak, 0.5 mile north of, of east abutment north side of county bridge
at road crossing, chiseled square.... 0.0.0... eee ee
Bur Oak, in front of station, top of rail.... 00.0... 000. ee eee
Palos, in foundation of turn table of Marietta, Columbus and Cleveland
Railroad, aluminum tablet stamped “6997... ....0..0.000 0000...
Glouster, 1 block west of Main street, south of livery stable formerly owned
by Carpenter and Morgan, in northeast corner of county bridge over
Sunday Creek, aluminum tablet stamped ‘682” (sect in 1907)........
Trimble station, in northeast corner of curbing of station platform, chiseled
square, painted “679.8” cscesesccudy rsa thea ed ude hed bRawe ee ES
JuNcrION Crry SOUTHEAST AND souTH TO Briston.
Junction City, 3.65 miles southeast of, 50 feet west of road crossing, in south-
east abutment of wagon bridge over stream, aluminum tablet stamped
SFE fae dee Fei ai teebuiew de ak BRN Rn a SE ec a ant EARGE trek dept eg oR ce sth ee

569

FEET.

709
728

711

725

731

742.

742.

752.

894

866
942

958 .

930.
827.

828

.576
8

.02

.840

.913

873

28

3836

24
405

174

457
464
234

406

282

33

402
570 PROGRESS REPORT

Bristol, in front of station at road crossing, top of rail...............0.0555

CROOKSVILLE souTH TO. CORNING, THENCE west TO Drxin.

Crooksville, 60 feet south of Cincinnati and Muskingum Valley station, on
west end of north abutment of iron railroad bridge, chiseled square,
WARK. SOOO! sian tt Scher, OG Rae dR BUSA aces RAD fae dade sale SAE Se ae S

Tropic station, 260 feet south of, west of railroad, in west end of south abut-
ment of iron railroad bridge, aluminum tablet stamped ‘‘767-1908”’. .

Misco, in front of station, top of rail, marked ‘‘780”................ scsi

Misco, 2.04 miles south of, 125 feet west of railroad, at southwest corner of
wagon bridge over creek, in sandstone outcrop of west side of creek,
aluminum tablet stamped ‘813-1908. ...........0 6.020500 e eee

Sayre, in front of station, top of rail, marked “850”...............-..2--5

Sayre, 2.48 miles south of, west of railroad, 15 feet north of road crossing,
2 feet north of cattle guard, in limestone rock, aluminum tablet
stamped “915=1908)) cos s 25 tou been ee Ohne Ewe Hew eae RAR

Rendville, 0.3 mile north of, in southeast corner of south abutment of IXana-
awha and Michigan iron bridge, aluminum tablet stamped “752” (old
beneh mark of U.S: G: 8: 1907)... coon ser eee tere ad breads eee esas

Corning, in foundation of Kanawha and Michigan station, in east side 50
feet south of station, aluminum tablet stamped ‘728’ (U. 8. G. 8.
benchmark 1907) os 344canacm casas 24 he eG ee Lad OP DA RAE ee

Turn southwest along Zanesville and Western Railroad.

Corning, 2.15 miles west of, north of tracks, 50 feet east of east end of tunnel,
point on sandstone rock, marked ‘'869”......0...0..00.000 000006:
Congo, 75 feet northeast of station, 50 feet east of railroad, 5 feet south of
of entrance to butcher shop in west foundation wall of Sunday Creek
Company’s store No. 108, aluminum tablet stamped “833-1908”... .
Congo, in front of station, top of rail, marked ‘'830"...................0..
Drakes, in front of station, top of rail.........0 00.
Buckingham, in front of station, top of rail.............0....0.-....000.0..
Hemlock, 45 feet south of post-office, 100 feet south of railroad, east of road,
at northeast corner of highway bridge over creek in sandstone abut-
ment, aluminum tablet stamped ‘'765-1908"................... spe

Turn due west to Shawnee.

Shawnee, 100 feet north of Zanesville and Western station, in north west
abutment of highway bridge over creek, aluminum tablet stamped
SUS GOS sate soe Gu wisi Ge with ee hua arenas wane ea sees seca wists RA

Shawnee, in front of Baltimore and Ohio station, top of rail, marked “794". .

McCuneville, at northwest edge of public school. 2 feet in front of cast end,
iron post stamped “Prim. Trav. Station. No. 2" 778-1907..........
McCuneville, 1.18 miles northwest of; 115 feet north of railroad crossing,
on east corner of south stone abutment of iron highway bridge, cross,
WAP K Od ROA sa cay e Gik tana i tecge a tare eens mista an ae ery ies wees

Old bench mark on west corner of same abutment, marked “B. M. 804.9"... .

Dixie, at southwest corner on south side of Upson Coal Company’s store,
aluminum tablet stamped “861 (U.S. GS. 1907)" ee

CROOKSVILLE Wiust vIA New Lexineron tu JUNCTION CIty.

Cincinnati and Muskingum Valley and Zanesville and Western railroads
crossing at mile post “T-30,"' marked “755”... 000002.

Crooksville, 1.2 miles southwest of, at mile post ‘T-31" and section post
“8-9,” on southeast corner of cast abutinent of sandstone culvert,
chiseled square, marked “7027 0 eee

MeLuney, 30 feet south of tracks, LOO feet north of front entrance to store
kept by Baughman and Blackburn, 25 feet west of house occupied by
Mr. Blackburn, on land owned by Chas. Myers, iron post stamped
“Prim. “Cis Blas No. C3805" g2ce3 crs mew dee eee ane a ES oS

752.

767.
779.

812
849.

914.
7ol

728

869

833.
830.
740.
747.

TO4.

803.

794 .:
T710.

804.
SOL.

S87.

860.8:

171

344

679

64

234

06

512
TOPOGRAPHIC SURVEY.

McLuney, in front of station, top of rail, marked ‘‘808”..................
McLuney, 2.61 miles west of, at Goston flag station, 5 feet east of mile post
“T-35,” top of rail section driven in ground, marked “921”..........
McLuney, 2.93 miles west of, 0.3 miles west of Goston Siding, north of rail-
road, in center of sandstone culvert No. 38, aluminum tablet stamped
POTASH 1908) a iasstacnsadleal na cadiaeme deme seh a @uheAt ws act nae eihcsa he Ala de see
McLuney, 4.61 miles west of: at milepost ‘‘T-37,’’ on north end of east steel
beam of railroad bridge No. 40, cross, marked ‘'875”................
New Lexington Union station, on northwest corner of platform, chiseled
square, marked “861.27 0.0.2... 0 0. eee ene eee eee
New Lexington Union station, 1.42 miles west of; 20 feet east of railroad
crossing, in south abutment west end of small rock culvert, aluminum
tablet stamped: “(848 ) sins iktew ies paca ld, Sen guna Hiesd vce b aval qpendun asa

571

FEET.
807.8

920.55

911.310
874.88

861.22

848 .020
572 PROGRESS REPORT

EATON AND WEST MANCHESTER QUADRANGLES.

(Hamilton and Preble Counties.)

The elevations in the following list are based upon the Coast and
Geodetic Survey precise level line, Cincinnati to Toledo, 1907 adjustment.

Leveling done in 1908 by H.°B. Hoel.

EATON QUADRANGLE.

Eaton sourH viA CamMpEN TO SEvEN MILE.

Eaton, at southwest corner of N. Barron and E. High streets, in west face
of water table at northwest corner of school building; aluminum
tablet stamped “1055 ADJ 19057... 0... ccc eee

Eaton, 2.6 miles south of; in south abutment west side of stone arch railroad
bridge over road east and west, aluminum tablet stamped ‘‘984”....

Eaton, 6.1 miles south of; in west end of south abutment of iron railroad
bridge over Seven Mile Creek, aluminum tablet stamped “903”......

Camden, 70 yards east of railroad station, in north side of west abutment of
county iron bridge over Seven Mile Creek, aluminum tablet stamped
PAA elit dat ties Grek pet ba ddunt See cyst see edge emer eee be eye sikiveien Speeee. Wadeg Reda oth Re

Camden, 3 miles south of; i east side of south abutment of iron railroad
bridge over Seven Mile Creek, aluminum tablet stamped “‘790”......

Somerville, in front of station, top of rail, marked “762.0”.................

Somerville, 1.28 miles south of; in east side of south abutment of wooden
railroad trestle over Seven Mile Creek, aluminum tablet stamped “736”

Collinsville, in front of station, top of rail, marked 699.4”................

Collinsville, 0.9 mile south of; in east side of north abutment of iron railroad
bridge over Seven Mile Creek, aluminum tablet stamped “‘691”......

Seven Mile, in front of station, top of rail, marked ‘'643.4”............. eee
eae via OxFrorD anD Mornine Sun TO POINT 5.5 MILES WEST OF
ATON.
Collinsville, 2.35 miles west of; south of road, 30 feet from lane leading to
residence of J. Harris, on large rock, chiseled square, marked ‘‘862.01”
Collinsville, 2.74 miles west of; in northwest corner north side of foundation
of residence of Cornelius Irwin, 1 foot above ground, aluminum tablet
BGA PCC NOLO” a fei n4. 2 ekicciaeled adh anh cut oth oe en Oe ence actin h eek ae
Darrtown, 0.75 mile north of and 2.09 miles west of, on rock at T road
north, chiseled Square. ge scc2:. gaisladinneune cats wdaewn wea ee pede Ga
Oxford, 1.82 miles east of; in northwest corner north side of foundation to

residence of C. Hoffman, 1.4 fect above ground, aluminum tablet®

Stamped, BOO" saessam Gaetaentned Wis ear k eg ead SN Ray cd ie ew dae
Oxford, in water table in southwest corner west side of foundation to City
Hall, aluminum tablet stamped “953”. ......00 00000000...
Oxford, 3 miles north of; on large rock at T road east, chiseled square,
dared 920/09) naan secnie ae digs. 28h arose hea deat Ricca ue geen a ly SA aenneeeaeeea
Oxford, 3.6 miles north of; in west side south end of foundation wall to resi-
dence of Chas. P. Pfister, aluminum tablet stamped “991”..........
Morning Sun, 1 mile south of; in northeast corner east side of foundation to
‘ brick residence of E. E. Elliott, aluminum tablet stamped 1025”... ...
Morning Sun, on stone walk in front of United Presbyterian Church, chiseled
square, marked “909: 9) hiecs tak Sewers deta edadwn dae yonena sag auT AS
Morning Sun, 2.1 miles north of; in northwest corner west side of foundation
to Ramsey Schoolhouse District No. 2, at crossroads, aluminum tablet
stamped.""1038" s.¢-05.¢e2@sr pq ane er ao wyhn ge eae on PH LAE EAA RAS EY

FEET.

1054.881
983.910

903.171

841.022

789 .976
761.8

735.651
699.1

690.381
643.0

861.71

815.566

888.80

808 £256
952.264
929 .56
990.915
1024 686

999 . 74.

1038 .078
TOPOGRAPHIC SURVEY.

Morning Sun, 5.15 miles north of; on large rock at crossroads, chiseled square,
marked; "1086.9" «2 2a5 557 nei caiatien pogmen Dail Galatia we Sek wm dunebee and sues
Morning Sun, 5.65 miles north of; at crossroads east and west, in east side of

north abutment of small concrete bridge, aluminum tablet stamped
SA OO Sten. Gaptis RE aNeaa a eee he Sainte Rea teen ca wlodidngss.< Sh eye ain

Morning Sun, 9.25 miles north of; in west side of south abutment of wooden
bridge over stream, aluminum tablet stamped “1119”..............

Point 2.1 MILES NORTH OF MORNING SUN EAST, VIA CAMDEN TO POINT 3
MILES WEST OF FARMERSVILLE.

Camden, 2 miles west of; in southeast corner east side of foundation to Lowe
Church, 100 yards west of crossroads and north of road, aluminum
tabletstamped “LOUD cic cs es accean ceed ePa daw Suv econ shu eae seed us OO

Camden, 3.25 miles east of; in south side of east abutment to wooden bridge
over Aukerman Creek, aluminum tablet stamped “914”............

Gratis, in northeast corner east side of foundation to general store of E. H.
Carr at southwest corner of Franklin and Main streets, aluminum
tablet stamped ‘'876-1908" 2.0.0... eee

Gratis, 5 miles north and 1.5 miles east of; on stone culvert opposite Dunkard
Church at T road north, chiseled square, marked ‘'803.27”..........

Farmersville, 4 miles west of; at southeast corner of concrete floor of small
iron bridge at crossroads, chiseled square, marked ‘‘875.9”..........

WEST MANCHESTER QUADRANGLE,

2.7 MILES SOUTHWEST oF New Hops.

New Hope, 1.5 miles west and 1.2 miles south of; in east abutment of small
stone bridge, aluminum tablet stamped “1204”....................

573

FELT,

1086.

1093.

1118.

1010.

914.

74

046
908

763

166

-305
574 PROGRESS REPORT

BRINKHAVEN, CANAL DOVER, CARROLLTON COSHOCTON, MILLERSBURG, NEW
COMERSTOWN AND UHRICHSVILLE QUADRANGLES.

(Carroll, Columbiana, Coshocton, Holmes, Tuscarawas and Stark
Counties. )

The following elevations were determined by primary leveling and
accord with the 1907 adjustment. E

The leveling was done as follows: In Carrollton quadrangle in 1900
by R. G. De Frees, and in 1909 by 8. R. Archer and C. 'B. Mincks; in
Canal Dover quadrangle in 1901 by J. B. Maguire and J. H. Wetzel, and
in 1909 by 3. R. Archer and C. LB. Mineks; in Urichsville quadrangle in
1901 hy J. IT. Wetzel, in 1902 by B. J. Green, and in 1909 by C. B.
Mincks; in New Comerstown quadrangle in 1908 by C. H. Semper, and
in 1909 by S. R. Archer and C. LB. Mincks; in Coshocton quadrangle in
1908 by C. H. Semper, and in 1909 by S. R. Archer; and in Brinkhaven
and Millersburg quadrangles by S. R. Archer.

CANAL DOVER QUADRANGLE.

FEET.
SHERODSVILLE NORTHWEST ALONG WHEELING AND LakE Eriz RaILRoapD
: to Zoar.

Sherodsville, 1,200 feet north of station, in northeast corner of bridge No.

LGG=A POM! WOME gain et petcoy inwoee ReGen eek a Richeaiea GU ayy ERMC HOE endl dein 915.74
Sherodsville, 2.4 miles north of; in southeast corner of bridge No. 165-A;

iron: bolts marked. “QO5) cis sin db %s ccs Kod waa ped GH Aue ob Soh ER Ean aS Ge 906.29
Sherodsville, 5.0 miles north of; in southeast corner of bridge No. 162-A;

in On Olt x. eves ede saya au Heese 5 pAREE eel wey ae ee wares ee 897 .39
New Cumberland, at road crossing; top of rail................ 0000-000 eee 895.3
New Cumberland, 1,700 feet east of station, on road leading from station to

town, on northwest bridge seat of covered wagon bridge; copper tablet

stamped 893 STEUBENVILLE”.......... 0.0... eee ee eee 893.761
New Cumberland, 2.2 miles north of; northeast corner of bridge No. 159-A;

IWONCDOl: aad haawlha ga Me ou aae ask eaio aan twa ee on watt Ree See 889.19
Summerdale station, at road crossing; top of rail.............. 0002. sae 884.4
Summerdale, 0.5 mile north of; in southeast corner of bridge No. 157-C, :

TOM IDOL creel aS8 tie sy Deh Se sesste Uy sieeue dense chee yaeh he delioet Sue Ms arose ae eee nsec Gee dopa 884.53
Valley Junction, 0.3 mile west of; in southeast corner of bridge No. 156-A;

BOI DOGG; ca yeah ae anaes se cea gud heeded ood e Saeed area Be AA neat PEACE 886.58
Valley Junction, 2.2 miles north of; in northwest corner of bridge No. 154-A;

irom bolt:marked“S91") oc cencnsae see Rive ewes Ge bke ee ca aa dadeus 892.45
Zoar, at mill, road crossing; top of rail; marked “897” ..................4. 898 .6
Zoar, in front of station; top of rail... 0... eee 892.4

Zoar, 600 feet north of station, on coping stone of southeast abutment of iron
bridge No. 153-D over mill race, aluminum tablet stamped “893
STEUBENVILLE” (ESEEN Seas cng Hane Fe tad FR ROIS GEMS a ph cde BSS 898 .21

From PoINT 4 MILES SOUTH OF NAVARRE SOUTHEAST ALONG WHEELING
AND LAKE ERte RaAILtRoAD TO ZoaR.

Bolivar, 2.0 miles north of; on west end of north abutment of bridge No. 148-A
on Wheeling and Lake Erie Railroad over canal.................-. 923.15
TOPOGRAPHIC SURVEY.

Bolivar, 0.5 mile north of; in northeast corner of south abutment of Wheeling
and Lake Erie Railroad bridge No. 149-C over Ohio Canal, bronze
tablet stamped “936” ........... 0.00. c eee eee ay ree rey

Bolivar, in front of station, top of rail..........000 0000.

ZoaR SOUTHEAST TO ZOAR STATION, THENCE SOUTHWEST ALONG PENNSYL-
VANIA RAILROAD TO POINT 1.3 MILES SOUTHWEST OF CANAL DoveER.

Zoar Mill, in front of; at road crossing, top of rail............0.....000 0008

Zoar ee 20 feet east of railroad at road crossing; iron post stamped

Zoar station, 4.0 miles west of; 20 feet south of railroad, at road crossing;
iron post stamped “8807.0... eee eens

Canal Dover, at southwest corner of city hall; iron post stamped “898”... ...

Canal Dover, 0.4 mile west of; crossroads at Sugar Creek bridge, 50 feet
northwest of bridge; iron post stamped ‘‘874”..................00.

CanaL Dover sourHEAST TO New PHILADELPHIA.

Canal Dover, 1.0 mile east of; telephone pole marked ‘‘72-1,”’ section rail
between tracks, B. & O. bench mark No. 38 (Precise line value 892.905
not accepted, dependence being placed on copper bolt at New Phila-
Ce PWIA) cas fae tahstaeteduh >) ABIs hear tc es Gis. Sxl eon Gente he Syectih tone sh ah

ZOAR STATION NORTHEAST ALONG PENNSYLVANIA RAILROAD TO WAYNES-
BURG.

Mineral City, in front of C. & P. station, top of rail..............20........

Mineral City, C. & P. and B. & O. R. R. crossing, northwest corner of tracks,
50 feet northwest of center crossing; iron post stamped “953”’........

Mineral City, 3.0 miles northeast of; private road crossing to house on west
side of railroad, 50 feet west ot public road, in top of stone of retain-
ing wall on west side or track at crossing; chiseled square............

Magnolia station, 100 feet west of; on north railroad right-of-way line, west
side of public road, 30 feet northwest of crossing, at foot of telegraph
pole; iron post stamped “972”................0.0. 002

Magnolia, in front of station; top of rail............. 0... e eee eee

575

FELT.

935.318
947.7

899.0
889 .694

880.420
898.120

874.201

892.671

950.0
953.175

963 .89

971.796
973.6

Milepost ‘Ry. 13,’’ center of steel post (Pennsylvania railroad bench mark). . 1,000.0

Waynesburg, at north edge of town, opposite C. & P. R. R. station in south-
west corner of St. Pauls Reformed Church lawn, 3 feet from north-
west corner of dwelling house and 3 feet from sidewalk; iron post
stamped “Q93) eo. vg es elk ite ean thease OS peadlos Meets a

Waynesburg, street crossing, at station; top of rail......................

Waynesburg, center of town; in southwest corner of crossroads; on top of
steel post; paint mark: o.5 csecvde necked oie dee eae dele ca en

MINERAL CITY NORTH ALONG BALTIMORE AND OHIO RAILROAD TO POINT 3
MILES SOUTH OF CANTON.

Mineral City, 150 feet northwest of Baltimore and Ohio station, at street
crossing; top of tailis gaia iiever es ge io lees ds ees eh oma eee

Sandyville, in front of station; top of rail....... 0.06.6. ee ee

Sandyville, 160 feet north of station; 30 feet west of tracks, under northeast
corner of water tank, iron post stamped “939” ...............00.00,

East Sparta, 100 feet southwest of station, 40 feet south of lumber shed,
north side of private road west to house, in fence corner; iron post
stamped. “959” ven ota sdawior ewe pbhh geaningn paaae poueaas tet O22 8

East Sparta station, 2.3 miles north of; at northeast corner of road crossing,
on east railroad right-of-way line, 30 feet north of public road, 30 feet
east of railroad, 35 feet northwest of the northwest corner or highway
bridge over Nimischillen Creek; iron post stamped “965”............

North Industry station, 0.7 mile southeast of; 660 feet west of railroad cross-
ing northwest corner of bridge abutment of steel highway bridge over
over Nimischillen Creek; iron post stamped ‘981”..................

North Industry, in front of station; top ofrail....................0...000.

993.644

1,002.50

952.7
938 .5

939 .037

958 .985
576 PROGRESS REPORT

2699) = «

FEET.

North Industry, at northeast corner of concrete platform curbing around

station, 200 feet south of road crossing, in top of; chiseled square..... 1,000.91

UHRICIISVILLE QUADRANGLE,

TENNETT’S TUNNEL NORTH TO TIPPECANOE AND EAST OF.
Tippecanoe, on southwest corner of Daviess and Spencer streets, north founda-

tion wall of dwelling on; bronze tablet stamped ‘882 STEUBEN-

VDT FEG egg lauetde Red ayn Be Pe ane Boe tet A act ned Reet HE Rigs batecnn pees 881.736
Tippecanoe, 0.8 mile east of; covered bridge over Brushy Fork, on south wing

wall of east abutment; chiseled square.........-.0. 000000 e eee eee 869.62
Joycl NORTH ALONG Prnnsytvanta RartRoaD TO NEAR CaNaL Dover.

(Part of adjusted line—New Comerstown to Canal Dover—the closure

error of which was excessive.)
Joyce, 1.1 miles north of; 25 feet west and 10 feet south of road crossing; __

iron post.stamped “873" ccc. cs ca cen dew awada re saa needa mene oe 872.644

CARROLLTON QUADRANGLE,

WAYNESBURG NORTHEAST ALONG PENNSYLVANIA RaitRoaD TO BayYaRrD,

THENCE EAST TO POINT 2 MILES EAST OF East ROCHESTER.
Waynesburg station, 0.6 mile northeast of; road crossing, steel highway

bridge over Sandy Creek, in south abutment of east wing of, in top

stone; chiseled Square... sce. csccteiaiags weyers Oe tei GseaGesa acess 973.05
Malvern, 0.3 mile west of C. & P. station, 150 feet north of road crossing,

west side of public road, at fence corner; iron post stamped ‘992”.... 992.474
Malvern, in front of C. & P. station; top of rail... 2.2... eee eee 998.4
Oneida, C. & P. and W. & L. E. R. R. crossing; top of rail...............4.. 1,013.7
Oneida, 75 feet northeast ot C. & P. station, steel highway bridge over Sandy

Creek, west wing of south abutment; chiseled square............... 1,013.56
Oneida, 0.6 mile northeast of railroad station, southeast corner of road cross-

ing, 30 feet south of railroad; iron post stamped ‘'1040”............. 1,040 .050
Minerva, Cleveland and Pittsburg and Lake Erie, Alliance and Western rail-

TOA, CLOSSING; TOP OF VAM. ipccnn avaa coat Gas oa aod Ge eee me wears 1,052.0
Minerva, Wheeling and Lake Erie and Cleveland and Pittsburg railroad

Crogsine “top Ob Tall, <2 c.ceda menace aeG ies meted aepla s hale wig CMRaiinnnnced ok 052.1
Minerva, 100 feet east of C. & P. station, east side of street, 40 feet north of

railroad, at foot of telephone anchor pole, street crossing, iron post

Stamped 1053" vsix ea: ead 4's Hae $8.6 Ge Gos way BE ivs aves ack lGus AE Roe eee 1052.708
Bayard, 0.4 mile southwest of; 50 feet north of center ot road forks at school-

house, east end of stone culvert, in top; chiseled square.............. 1071.20
Bayard, 0.4 mile southwest and 0.5 mile east of; T road south at, southwest

corner of road forks, inside of fence corner; iron post stamped “1079” 1079 .455
Bayard, 1.0 mile southeast of; C. & P. R. R. railroad crossing, in base of

warning post at northeast corner of crossing; spike................. 1094. 04
East Rochester, in front of C. & P. station; top of rail...........00....0005 1092.0
Fast Rochester station, 1.7 miles east, of; at southwest corner of road cross-

ing, west side of public road, 50 feet south of railroad, 20 feet south of

P. R. R. right-of-way line, at fence line, iron post stamped ‘1095’... . 1094.603
SHERODSVILLE NORTH AND EAST ALONG WHEELING AND Lake ERIE RatLRoaD

AND HIGHWAY TO CARROLLTON TRIANGULATION STATION.
Atwood, 1.2 miles south of; 40 feet south and 10 feet east of road crossing,

near telephone pole; iron post stamped ‘945”..............22200.. 945.231
Dellroy, 200 feet east of station, 15 teet north of railroad; iron post stamped

SSO DO  eatseuscre rath ig headeis SRE AOR SG Be Acad. OE RUN eMac SAA eoeNCE aA Pag Qt 2 925.781
Scotts station, 1.6 miles north of; 15 feet west of railroad, at railroad culvert

30-C; iron post stamped “953” 220... cece eee 952
Scotts station, 1.8 miles north of; in culvert 30-B, aluminum tablet stamped

“Prim, Prave L90G 900 acs icak ee aesh ecu Mn pene cag eae ae NOR Bae a 954,963
TOPOGRAPHIC SURVEY.

Deckman Duty brick plant, 0.8 mile north of; overhead railroad crossing, in
stone abutment, cut mark; painted..................0. 0.00 eee eee
Carrollton, courthouse, in front steps of south side; between pillars and walls
of building; aluminum tablet unstamped............-..0-++ 0-205
Carrollton, 2.6 miles east of; T road northeast to Washington Hall school-
house, on southeast abutment of iron bridge; chiseled square........
Carrollton, 3.7 miles east of; on farm. formerly owned by Mr. Campbell, now
owned by George Ray; in marble slab at triangulation station; bronze
tablet-stamnped 1372) disc very aca dein energie a nie ten omiee ae S

ONEIDA SOUTH ALONG WHEELING AND Lake ErrE RAILROAD TO CARROLLTON.

Oneida, 1.1 miles south of; 75 feet north of road crossing, east wing of south
abutment of bridge No. 17-A, top of; chiseled square................

Oneida, 2.3 miles southeast of; northeast corner of road crossing, at fence cor-

ner; iron post stamped “1023”.........25 50sec ee cece eee eens
Hibbetts, 2.2 miles southeast of; 40 feet northwest of the northwest corner
ner of ‘‘Stemples Crossing,’ at fence corner ot right-of-way line and
north fence line. of public road; iron post stamped “1051”...........
Carrollton, in front of Wheeling and Lake Erie station; top of rail..........
Carrollton, courthouse, front entrance of; south side of steps, in top of stone
base of marble columns, about 10 feet above pavement; aluminum
tabletistamiped 11 BO! sae ccc oegisey'n Rand Gee dtar passed © ere eS CS AOR

MINERVA ALONG HIGHWAY: SOUTHEAST TO SPECHT, THENCE SOUTHWEST TO
STEMPLES CROSSING ON WHEELING AND LAKE Erte Rariroap.
Minerva, in front of L. E. A. & W. station; top of rail.....................
Minerva, 4.3 miles southeast of; 30 feet east of track, at road crossing, north
side of public highway; iron post stamped “1049”. ...............--
Watheys station, road crossing at; iron highway bridge, west side of railroad,
in top of stone of south wing of east abutment; chiseled square.......
Watheys station, 0.5 mile southeast of; ‘Old Specht -post-office” 0.1 mile
south of; at road crossing, north railroad right of way line, west side
of public highway, 40 feet north of tracks; iron post stamped ‘1049’. .
Specht, 2.2 miles southwest of; 0.25 mile west of Eckley, 3.2 miles east of
Stemples Crossing, crossroads at, northwest corner of, in side of fence
line near maple tree 6 inches in diameter; iron post stamped ‘‘1199’’.. .
Stemples Crossing, 2.3 miles east of; T road southeast, at 6 feet above level
of road, north side ot road at forks, in top of stone; chiseled square... .
Stemples Crossing, 1.1 miles east of; in northwest corner of crossroads, in
top or stone culvert; chiseled square......... 0.6.0.0
Hibbetts, 2.2 miles southwest of; 3.6 miles northwest of Carrollton, north-
west corner of “‘Stemples Crossing,” at fence corner on west railroad
right-of-way line, 40 feet northwest of crossing; iron post stamped
PEI) ses tale ok shee ata al ana atihteanyy 2 RE dan Gisba aie Gis idnce Abeausun § Vis ake ees
WAYNESBURG SOUTHEAST ALONG HIGHWAY TO DELLROY.
Waynesburg, 2.1 miles southeast of; east side of road, in top stone of culvert
ats Chiscledssquares os se canst. cg neta maaumtees waaaniar keen Pantha ego tet
Waynesburg, 2.5 miles southeast of; in southeast corner of crossroads, at
fence corner; iron post stamped ‘‘1161”............. 0.0.0. c cee eee
Waynesburg, 3.5 miles southeast by 0.1 mile south of; at five points, in center
of south crossroads, in top of stone; chiseled square..........-....--
Waynesburg, 3.5 miles southeast by 1.2 miles south of; T road east at, in
__. top of stone at southeast corner of; chiseled square.................
Waynesburg, 3.5 miles southeast by 2.1 miles south of; T road west at,
house east side of road at forks, in southwest corner of yard, inside
of fence corner; iron post stamped “1193”... ........ 0... cc eee eee
Dellroy, 0.2 miles north of W. & L. E. station, iron highway bridge, in top
stone approach to north abutment, west wing of; chiseled square. ...
Dellroy, 200 feet east of Wheeling and Lake Erie Railroad station, 15 feet
north of tracks, inside of fence corner at northeast corner of crossing,
Iron: postistamped 926" jecuns edad sa mpiow ouating arenas woh sean Ue eens

37—T. 8.

577
FEET.
1052.06
1130 .397

1064.82

1376 .478

1018.67

1023 .672

1051 .526
1131.8

1130 .397

1046.0
1049 .413

1050.35

1049 .603

1198 .773
1144.69
1231.12

1051 .526

1160.83
1161.333
1221.40

1204.90

1193 .790

926.02

925,781
578 PROGRESS REPORT °
COSHOCTON QUADRANGLE,

CHILI NORTH ALONG HIGHWAY TO CHARM.

Chili, 0.1 mile north of; 150 feet south of crossroads, in top of east wing of
north abutment of steel highway bridge over White Eyes Creek,
Chiseled SQUATE! 2c. ierg cea saie Riera aseh Gvdane fools sub mache wa acct bosud Sk we

Chili, 2.1 miles northwest of; 0.2 mile east and 0.3 mile south of section corner
between secs. 14, 17, 13, 18, Crawford Township, southwest corner
at T road west; iron post stamped 857”... 20.0... cece eee eee

New Bedford, 0.3 mile southwest of; southwest corner at T road southwest;
in top of stone, chiseled square....... 0.0... c eee eee

New Bedford, south part of town, at road forks, in west end of stone culvert,
on top; chiseled Squares ici esin cau re caannae ae b4a ad ements bape ol

New Bedford, general store at 400 feet east of crossroads, north side of Main
street, in southeast corner of stone foundation; aluminum tablet
stamped 1155” ts enaie ote a ede Sela n eand haved ah saaimw eerie’ ie leie

New Bedford, 0.1 mile north of; in southwest corner at T road west, county
line between Holmes and Coshocton counties, in top of stone step;
chiseled ‘square: cue Gs 228 sien ae cies oath Be ahah Ship Gil bod mueonebs Bele ue

New Bedford, 2.8 miles north of; northwest corner at T réad west; iron post
Stamped “L194 yi. cr cay kei ke ddowae aca ed Mapa manaek Ramen eS

Charm, 1.5 miles southwest of; four corners at, northeast corner of north
road forks to northeast, in top of stone; chiseled square.............

CosHOCTON NORTHWEST ALONG PENNSYLVANIA RAILROAD TO Warsaw.

Coshocton, in southeast corner ot courthouse; aluminum tablet stamped
“Prim: Trays Stas NOs DIAC ss ve miss 68s basi nie Sa dad Sow due waged, wus fend»
Roscoe, in center of crossroads at; in top of foundation of well, chiseled square
Coshocton, 3.7 miles northwest of; 116 feet north of railroad, in east wing of
north abutment of swing bridge at road crossing; aluminum tablet
stamped “V716" <0 acde anata as dened seam Y dunks Ode oy oe ead we ESS
Warsaw Junction, 2.4 miles east of; in top of south end of south wing of con-
crete dam in Walhonding River, aluminum tablet stamped “787”... .
Warsaw Junction, 1.4 miles east of; in top of west abutment, north wing,
railroad bridge over highway; chiseled square.....................

WARSAW NORTH ALONG CLEVELAND, AKRON AND CoLuMBUS RAILROAD TO
KILLBUCK.

Warsaw Junction, 3.0 miles northeast of; 60 feet west of railroad, at road
crossing, in northeast corner of yard of W. H. Darling’s residence;
at foot of telephone pole; iron post stamped ‘'794”.................

Warsaw Junction, 4.0 miles northeast of; in south abutment, west wing, of
railroad bridge over Killbuck River, in top stone; chiseled square. ...

Metham, in front of station; top of rail................0.......00.00000,

Metham, 0.1 mile north of station, northeast corner of road forks, 40 feet
east of railroad, at railroad crossing; iron post stamped “793”........

Metham station, 1.7 miles north of; north abutment, east wing, railroad
bridge No. 121 over Killbuck River; chiseled square................

Blissfield, 175 feet west of station, south side of Main street, 40 feet northeast
or crossing, in northwest corner of yard; iron post stamped “Prim.
Trav. StasNo: 17,1907, 796" pseasccescee wattage abana gees alesse

Blissfield, 1.1 miles northeast of; in north wing of west abutment of railroad
bridge No. 120 over Killbuck River, in top stone; chiseled square... . .

Helmick, in front of station, top of rail.................0 0...

Layland, 1.2 miles south of; south end of switch to sand mill, west right-of-
way line, 50 feet west of track, 580 feet south of sand mill; iron post
SEAM PE “VOOM. 2s skis bpdaid ad gun Hewetateetaanias eer teiiateedee dau ROR

Layland, in front ot station; top of rail......................00 00.2

Layland, 1.3 miles north of; in east wing of south abutment of railroad bridge
No. 118 over Killbuck River; chiseled square......................

FEET.

813.64

856 .689
1123 .42

1136.16

1154 .958

1181.94
1193 .742

1208.63

776.868
774.24

776.400
786.869

797 .28

793.984

788 .27
794.6

792.720

796.106
796 .36
797.0

794 .622
798.9
TOPOGRAPHIC SURVEY. 579

c FEET.
Layland, 2.1 miles north of; 0.8 mile south of Carpenter’s switch, 0.8 mile
north of railroad bridge over Killbuck River, east right-of-way line,
30 feet west of center of public road, 300 feet north of bend in public
road to east; iron post stamped “‘804”............- i Saoasrchf aia serene otececs 803.497

GRADE SOUTH ALONG HIGHWAYS TO CosHocron.

Clark post-office (Bloomfield), 0.8 mile north of; southwest corner at second

class road west; iron post stamped ‘9417... 00.0.0... eee eee ee eee 941.347
Clark post-office (Bloomfield), 0.3 mile north of; 200 feet south of T road

east, in west wing of north abutment of small iron bridge; chiseled

SQUATC os sentir s sonnet geG metal oe Sond nmaieace ad ake tad Ramin mG Mae 823.93
Clark post-office (Bloomfield), 2.5 miles south of; west side of Coshocton

and Millersburg road, northeast corner of yard on property line,

residence of D. C. Miley, iron post stamped “1127”................. 1126.571
Clark post-office (Bloomfield), 4.5 miles southwest of, 1.3 miles northwest

of Mound, T road southwest, 25 feet south ot center of road forks,

in top of west end of plank drain; copper nail....................4. 1023.79
Mound, crossroads at; northeast corner of, 25 feet southwest of west end of
steel bridge over Mill Creek; iron post stamped “817” .............. 816.897

Mound, 2.0 miles south by 0.7 mile southeast of; southeast corner of road

forks, 25 feet north of large maple tree, 60 feet northeast of small

steel bridge over Little Mill Creek; iron post stamped “805” ......... 805.366
Keene, 1.6 miles southeast of; north side of road forks (T road south), inside

of fence line, 50 feet north of center of road forks; iron post stamped

EET TO ctx cadets SA Ue Sara ca deta aasy Beschowons anes tite, Wheclontend nin age ant vag a tascleas 769 .687
Canal Lewisville, 2.0 miles north of; northeast corner at T road east, in top
of stone; chiseled square.........-..60 00 ccc cette tee etteeeeee 782.43

Canal Lewisville, 175 feet south of crossroads, in east wing of west abutment
of steel highway bridge over canal; aluminum tablet stamped “774”... 774.255

Coshocton, in northeast corner of courthouse; aluminum tablet stamped
Prim; ETAVs Sta NORD Cy C0 bn eae loathe an quts tlelbcdiasg den reg eae hwnd gon 776.868

NEW COMERSTOWN QUADRANGLE.

West LAFAYETTE EAST VIA New CoMERSTOWN TO BERNICE.

West Lafayette, in front ot station; top of rail.................--- eee eee 802.0

West Lafayette, in northwest corner of public school grounds, 120 teet south
of Pennsylvania Railroad; iron post stamped ‘Prim. Trav. Sta. No. 58,

SOO) o.8 2a ae eat kee alae prec see an we Peical s leone DeMlg tetusl ieee Mest aint ite HAE ia 809.351
Isleta, in front of station; top of rail. : 2.0.00... eee 792.1
Isleta, 265 feet east of station, 25 feet north of tracks, in railroad culvert;

aluminum tablet stamped ‘'791”.......... 0020. c cece eee cece 790.637
New Comerstown, in front of station; top of rail.............. 06... eee 802.9
New Comerstown, in front step of Fountain Hotel, northwest corner, 1 foot

from sidewalk; aluminum tablet stamped “805”................0.. 805.191
New Comerstown, in foundation of high school building, 6 feet south of :

entrance from College street; aluminum tablet stamped “809”....... 808 .623
Bernice, 2.0 miles west of; in north abutment east side of iron bridge over

Dunlap Creek; aluminum tablet stamped ‘802”................-.. 803.178
Bernice, 0.6 mile west of; on west abutment north side of iron bridge; chiseled

square, painted “811.97. 2.0... eee eee 812.88
Bernice, 1013 feet east of; at X road, on large rock on north side of small

concrete culvert, chiseled square painted “822.55”...............- 823.48

West LAFAYETTE SOUTHEAST TWO MILES.

West Lafayette, in northwest corner of public school grounds, 120 feet south
of railroad; iron post stamped ‘Prim. Trav. Sta. No. 58, 809”........ 809 .351
580 PROGRESS REPORT

New CoMERSTOWN NORTH ALONG PENNSYLVANIA RarLRoAD TO JoycE.
(The error distributed in this line is excessive.)
New Comerstown, Fountain Hotel, in tront step of; 1 foot from sidewalk;
aluminum tablet stamped “805” «2.0.0... cece eee eee
New Comerstown, 2.4 miles northeast of; about 0.1 mile east of road forks,
at road crossing, in top of south wing of east abutment of steel bridge;
Chiséléd square | winks ce vee eh Gatom tee pasa eee Mea eh Ree cee yee ok
New Comerstown, 3.0 miles northeast of; 550 feet east ot C. & M. R. R. west
side of road, at forks (T road east); iron post stamped ‘827”........
Wolf station, 2.6 miles north of; 30 teet east by 10 feet south of over-head
railroad crossing; iron post stamped ‘‘890”...............0.. 2.005.
Stone Creek, in foundation at northwest corner of P. E. Buhler’s grocery;
aluminum tablet stamped 932” ©2002... 00.0002
Stone Creek, 1.9 miles north of; road crossing, in north abutment of bridge
over stream; chiseled square........... 0.26 ccc c cee e een eee
Stone Creek, 3.1 miles north of; 20 feet east of railroad, at private road cross-
ing; iron poststamped “QOL”... ccdyr2s Co ees esses ness Me eae Hawes

WEsT aa NORTH ALONG WHEELING AND Laker Erie RartLRoaD TO
TT;
West Lafayette, east of Pennsylvania R. R. station, at center of road cross-
ing> top of north rail.of north track x 2. cee eee ete eis e ba
West Lafayette, 1.4 miles north of, in top of west wing of north abutment
of steel highway bridge over Tuscarawas River; chiseled square......
West Dee in front of W. & L. E. R. R. station; at road crossing; top of
TALL” vctuise a achioxk sta 2 Gin ee a SME SNA SECS OS Aaa EE elas Gye a eS
West Lafayette, 2.3 miles north of: road crossing, on W. & L. E. R. R. east
right-of-way line, north side of road, inside of fence corner iron post
StaMiped: 219" od crac gee he SAA ABD ARE AN AEE Me Bw Ra kta DO ae toy
Fresno, in front of station; top of rail............ 0.0.2... eee eee eee
Fresno, 110 feet west of Wheeling and Lake Erie Railroad in southeast corner
of schoolhouse grounds; iron post stamped “Prim. Trav. Sta. No. 27,
HG ea ca wi nes Sa wee Wha a Oates aa uno taka bone ciLa
Chili station, south end of platform, 35 feet east ot track, 50 feet west of
crossroads; iron post stamped ‘‘Prim. Trav. Sta. No. 26, 1907, 823”...
Chili station, 0.9 mile west of; at southwest corner ot crossroads, at foot of
mail box post, 15 feet west of fence corner; iron post stamped ‘‘993”’. .

MILLERSBURG QUADRANGLE.

KILLBUCK EAST ALONG HIGHWAY TO CHARM.

Killbuck, 450 feet west of station; steel bridge on main line C. A. & C. R. R.
over Killbuck River, in north wing of east abutment; aluminum tablet
stamped ‘Prim. Trav. Sta. No. 16, 1907, 807”........0............

Killbuck, in front of C. A. & C. station; top of rail..................0000..

Killbuck, 3.0 miles east of; 280 feet south of Hardy’s Switch, forks of road at
southeast corner of; iron post stamped “S11”... 0.0.0.2... eee

Grade, 0.25 mile west of; road forks at, old post-office, west side of road;
iron: Post stamped: “WAG2?" sascccc genase qudeaw vee Poteet ae Mileee ee 4

Saltillo, crossroads, at northeast corner of; inside of fence line; iron post
stamped ‘‘Prim. Trav. Sta. No. 24, 1907, 1217”... 0.0.2... eee

Charm, 1.25 miles northwest by 1.25 miles west of, four corners at, southwest
corner of north road forks, in top of stone; chiseled square...........

Charm, center of; opposite post-office, T road east at, southwest corner of
yard, east side of road, 130 feet northwest of road forks, inside of
fence; iron post stamped “1047”... 0... cee eee ee

Charm, east part of town, at schoolhouse, T road southwest, 90 feet north-
west of road forks, in top of west wing of south abutment of small iron
bridge; chiseled square cc cesbs cs. @ewi ee ee, me eewen gu awe sa pee ea te

FEET.

805.191

815.50
826 .953
889 .652
931.648
905 .82

900.880

802.4
778.73,
777.0
779.269
788 .4
784.999

822.757
993.143

807 .29
810.6

810.594
1162. 146
1216 .898

1214.22
1046 .628

1030.51
TOPOGRAPHIC SURVEY.
BRINKHAVEN QUADRANGLE,

WaRSAW SOUTH ALONG CLEVELAND, AKRON AND CoLuMBUS RAILROAD TO
CoOPERDALE.
Warsaw Junction, 0.3 mile north of; railroad bridge over Walhonding River
in east wing of north abutment; aluminum tablet stamped ‘800”....
Warsaw Junction, at railroad crossing; top of rail.............0-..0 cee ee
Warsaw Junction, 10 feet north of center of crossing of Pennsylvania Rail-
road and Cleveland, Akron and Columbus Railroad, in top of concrete
interlocking foundation; chiseled square................2 000 eeaee
Warsaw Junction, 2.2 miles south of; road crossing, 0.2 mile west of cross-
roads, east of railroad right-of-way line, south side ot road; iron post
StAMPEd SQ as oy wat su fasedheais a aaeiiacird Sa Seatira wid Sealy Umaeced Gil ae
Tunnel Hill, 0.5 mile north of; 45 feet east of crossing, southeast corner of
road forks, in corner of fence line and east line of railroad right-of-way
line; iron post stamped 860” ..... 0.0.0... eee eee eens
Tunnel Hill, 0.6 mile south of; 50 feet east of road crossing, in top of south
wing of west abutment of steel bridge; chiseled square..............

COVINGTON QUADRANGLE.

VERSAILLES NORTHEAST ALONG CLEVELAND, CINCINNATI, CHICAGO AND Sr.
Lovis RaItRoaD To POINT 1.0 MILE EAST oF Russia.

Versailles, extreme east edge of sec. 24, T. 11 N., R. 3 E., at west edge of
town, at southwest corner of ne Four Railroad bridge over Indian
Creek, in back wall; aluminum tablet stamped ‘969 ADJ 1905”......

Versailles, at northwest corner of towerhouse, at intersection of Big Four and
Cincinnati, Hamilton and Dayton Railroad, inside of painted ring
on concrete base of bell crank of interlock switch; chiseled square;
painted "980/667 2 dai aavin askin, ded alesae muna de sume dale @ anges an ears gets

Versailles, 3.0 miles east of; 40 feet south of railroad and 25 feet west of
public road, near railroad crossing, at Darke and Shelby County line,
on right-of-way; iron post stamped ‘978”...............-...0000.

Russia, 1.5 miles east of; at railroad crossing, in southwest corner of school-
yard at Huffman schoolhouse, 60 feet north of railroad and 25 feet
east of road; iron post stamped ‘9697... 1.0... ce eee

VERSAILLES ALONG CINcINNATI, HamiItton aNnp Dayton RaiLtRoAD TO
CoVINGTON, THENCE VIA PITTSBURG, CINCINNATI, CHICAGO AND St.
Lovis RaitRoaD To Piqua.

Blooser post-office, 25 feet east of road, 20 feet north of railroad, near cross-
ing, at southwest corner of yard of residence of W. W. Sands, on right-
of-way; iron post stamped ‘110217 1.0.0.0... 0. eee eee

Abe’s station, at south end of plank at railroad crossing; top of west rail;
painted. ““9/5.83)" cscs awa via Sedge See EER ea Rose ehe pecans

Abe’s station, 0.5 mile south of; at railroad crossing; 10 feet west of railroad,
25 feet north of public highway; iron post stamped ‘965”...........

Covington, in public schoolyard, located on corner of Pearl and Maple streets,
‘15 feet south of west entrance to school building and 4 feet from its
west entrance; iron post stamped “933” .............. eee eee ee

Covington, 3.0 miles east of; 30 feet north of railroad at crossing, 30 feet west
of public highway, on right-of-way; iron post stamped “972”........

BLOOMER POST-OFFICE NORTH ALONG HIGHWAY TO COUNTY LINE, THENCE EAST
to LockINGTON.

Bloomer, 0.6 mile north by 3.0 miles east of; at northeast corner of crossroads;
iron “post stamped: “981? 54.05 oy he ees GS See hp aES AR AGE ERG @S PEE AY

Bloomer, 0.6 mile north by 6.0 miles east of; 25 feet north of E. W. road, at
T road south, in southeast corner of field; iron post stamped ‘984’...

581

FEET.

800.362
800.7

799 .36

823 .627

859.572

813.12

TEET.

~ 968.659

980.46

977.917

969 .204

1021 .042
975.6
964.385

932.755

971.807

980.863

983 .729
582 : PROGRESS REPORT

Lockington, 0.5 mile south by 1.0 mile west of; at southwest corner of cross-
roa oe large rock, inside of painted ring; chiseled square; painted
10:58) a wcetr decade toca evaded shah ey MEOSs Pe aeren eres amas cule

Lockington, 0.3 mile west of; on east side of N. 8. road at T road east; iron
post stamped “B84 oo cos cc an eg fee soe a tue und Fes donee MOL TS iy aS

CovINGTON WEST ALONG PENNSYLVANIA RAILROAD VIA BRADFORD TO OAkK-
LAND. i

Bradford, 50 feet west of telegraph office, 25 feet north of railroad track of
the Logansport Division, in railroad yard; iron post stamped ‘992’...

BRADFORD SOUTH ALONG HIGHWAY TO LauRA.

Bradford, 2.5 miles south of; in extreme southwest corner of Newberry
Township, Miami County, Ohio, in southwest corner of school yard of
schoolhouse No. 14; iron post stamped ‘982”................0.005-

Painter Creek, 2.0 miles east by 1.0 mile north of; at northwest corner of
crossroads, 50 feet east of residence of J. E. Hollbacher, southwest
edge of sec. 16, T. 8 N., R. 4 E., iron post stamped “‘996”............

Painter Creek, 2.0 miles east by 1.0 miles south of; at northwest corner of
T road north, center of southwest quarter of sec. 28, T. 8 N., R. 4 E.
iron. post stamped 1005" s.. . sos cae dems ee dmd deme bears ee me be

CovINGTON SOUTH ALONG CINCINNATI, HamILtTon anp Dayton RarLRoap
to LupLtow Fats.

Covington, 2.5 miles south of; near railroad crossing; 20 feet east of public
highway, 30 feet south of railroad; iron post stamped ‘‘925”.........

Pleasant Hill, in front of station; top of east rail............... 0.000.000

Pleasant Hill, 1.0 mile south of; at railroad crossing, 20 feet west of railroad,
30 feet south of highway, on right-of-way; iron post stamped ‘‘880”’. . .

Ludlow, 50 feet northeast of Big Four station, on south side of Ludlow Creek,
in south face of pier to Dayton-Covington and Piqua Electric Rail-
road over-head bridge, 3.5 feet from west edge; aluminum tablet
stamped““898 ADS 1905 25 ko. cic acme aioe O Aidamis ee dae ale Rend

CovINGTON SOUTHEAST 4.5 MILES ALONG Troy PIKE, THENCE sOUTH TO
TENNER PIKE, THENCE EAST TO POINT 3.5 MILES WEST OF TROY.

Covington, 4.0 miles southeast of; on north side of diagonal road at T road
west; iron post stamped ‘9587 0.0... 0... 0... ccc eects

Pleasant Hill, 3.0 miles east by 0.5 miles south of; at southeast corner of
crossroads; iron post stamped “947” 1.0.0... eee eee eee

LIMA QUADRANGLE,

At WAPAKONETA.
Wapakoneta, in front of Toledo and Ohio Central station; top of rail........

CONTINENTAL QUADRANGLE.

At CLOVERDALE.

Cloverdale, intersection of Toledo, St. Louis and Western Railroad and
Cincinnati, Hamilton and Dayton Railroad, in front of station; top of
TALS Painted OC QA xo 1-2 ssid o's ahem ot deans aelare Ma agus toes gous Seavarailiges leat

910.26
883 .848

991.849

981.703

996.089

” 1005.416

924.541
907 .4

879.794

892.609

958.094

96.588

723.6
TOPOGRAPHIC SURVEY.

035

CONTINENTAL, COVINGTON, DELPHOS, LIMA, LORAMIE, SIDNEY, SPENCERVILLE

AND TROY QUADRANGLES.

(Allen, Auglaize, Darke, Miami, Putnam, Shelby and Van Wert

Counties. )

The elevations in the following list are based upon the Coast and

Geodetic Survey precise level line—Cincinnati to Toledo.
The leveling was done in 1909 by H. B. Hoel.

DELPHOS QUADRANGLE,

RimerR atone NorrHEern Ono Rar~RoaD TO DELPHOs, THENCE NORTH TO
Montana atone To.eno, St. Louis anD WrsTERN RaILRoapD.
Rushmore, in southeast corner of yard of Herbert Thurston, 40 feet north of

railroad crossing; iron post stamped ‘‘760”...............000eceuee
Rushmore, 2.4 miles west of; at railroad crossing, in right of way, 40 feet
west of road, 40 feet north of railroad; iron post stamped ‘‘765”......
Ft. Jennings, 0.7 mile south of; at railroad crossing, 30 feet east of crossing;
on right of way; iron post stamped “755”... ........0.......00 000s
Ft. Jennings, at railroad crossing at station; top of rail; painted “753.83”... .
Douglass station, 0.8 mile south of; at railroad crossing, 30 feet east of
Toledo, St. Louis and Western Railroad, 30 feet north of road; on
Tight of way; iron post stamped ‘746”.................002 ee eee
Douglass, at railroad crossing at station; top of rail; painted “744.52”.......
Muntana station, at railroad crossing, 40 feet west of; 35 feet no1th of highway,
on right of way; iron post stamped ‘7297... 0... eee eee

DELPHOS WEST 3 MILES ALONG PENNSYLVANIA RAILROAD, THENCE NORTH
ALONG HIGHWAYS TO ROSELMS.

Delphos, in northeast corner of yard of towerhouse at crossing of Pennsyl-
vania Railroad and Toledo, St. Louis and Western Railroad; iron
post stamped “*780™ 5... des cease REGS toes oo Hace weGls Sivaawl amie gh

Railroad bench mark (Pittsburg, (ft. Wayne and Chicago Railroad levels,
adjustment of 1903 gives elevation as 781.355)................004.

Delphos, 3.2 miles west of; 30 feet west of road, 10 reet south of railroad;
on right of way; iron post stamped “777”... 2.2.0.0... 0.00. cee ee

Seamerville, 3.0 miles south of; in southwest corner of northeast field at
crossroads; iron post stamped “763” ................. wien ences

Seamerville, in southwest corner of yard of Jobn Dunlap at crossroads; iron
post:stamped “745 cx 25 ae sage es ee ed Ege eae eee ea eee EES

Roselms, 3.0 miles south of; at crossroads, in southwest corner of yard of
Elm Grove schoolhouse, Subdistrict No. 1, Jackson T. P., iron post
stamped. '733/OHIO/. ceases ck kas dy oe ood habe TEt REALE Gea SRS

MIDDLEPORT WEST 2 MILES ALONG PENNSYLVANIA RAILROAD, THENCE NORTH TO
POINT 3 MILES SOUTH OF GROVER HILL ALONG HIGHWAY.
Middlepoint, west end of plank at railroad crossing at station; top of south
rails painted "(S230 as xk Colao h ned eset padean Peneie ete tas Sasha baeon end sag 85
Middlepoint, 0.5 mile west of; at railroad crossing, on right of way 50 feet
west or road, 10 feet south ot railroad; iron post stamped ‘‘785”......
Van Wert County Infirmary, 0.25 mile west of; at southeast corner of cross-
roads; iron post stamped ‘‘777 Prim. Trav. Sta. No. 11”.............

FEET.

759.511
764.464
754 423
753 .6
745 .266
744.2

728 .839

779.645
781.299
776 388
762.836

745.134

733.107

782.0
784.754

777.2138
584 PROGRESS REPORT

Middlepoint, 2.5 miles west by 5.0 miles north of; at northeast corner of
crossroads; iron post stamped 752”... 1... ce eee eee
Grove Hill, 3.0 miles south by 1.0 mile west of; at northeast corner of cross-
roads; iron post stamped '7357............. 00. c rece eee ees
DELPHOS SOUTH ALONG CINCINNATI, HAMILTON AND Dayton RaiLtRoap TO
SouTHWORTH.
Delphos, 2.9 miles south of; at railroad crossing, 30 feet south of highway
and 30 feet west of railroad, on right of way; iron post stamped ‘‘791”’.
Southworth post-office, at north end of plank at railroad crossing; top of east
raul; painted “$14.89” 3 crs cacn dete c@ dey gee eSoeutehas dy Le ae eae
Southworth post-office, 0.4 mile south of; at northwest corner north side of
T road west, 50 feet west of canal inside of fence; iron post’ stamped
EBs hg, a sis ti hers Aad dah Bn sbsrsudy Seads Te 9d rach dul ac lati dreh om phieoavgaia ae PTH A cee See
MIDDLEPOINT SOUTH ALONG HIGHWAY TO POINT 2.5 MILES SOUTH OF VENE-
DOCIA.
Middlepoint, 0.5 mile west by 2.8 miles south ot; at northwest corner of T
road: iron post stamped “791” .. 2.0... . eee ec cece eee
Venedocia, 1.0 mile south of; at southeast corner of T road east; iron post
Stamped SQ4 sk cosa Bahai Sa teak Qin Giles iced of dae tie Gays aantnarasae bene!
VENEDOCIA EAST TO SOUTHWORTH

Landeck, 2.0 mile south by 0.5 mile west of; at southeast corner of cross-
roads: iron post stamped “S13 su4 goss ms hg peagiemer sede ease oes

SPENCERVILLE QUADRANGLE.

SPENCERVILLE EAST ALONG Ertn RAILROAD TO KEMPTON. ;
Spencerville, at intersection of Cincinnati, Hamilton and Dayton Railroad
and Erie Railroad. 30 feet west, of the former and 80 feet north of the
latter, on right of way; iron post stamped “827”..................
Conant post-office, 30 teet west of road, 60 feet south of railroad, at railroad
crossing, on right of way, iron post stamped ‘828”...............-.
SPENCERVILLE WEST 6.6 MILES ALONG Erin RAILROAD, THENCE SOUTH TO
St. Marys.
Spencerville, in front of station; top of rail........ 00.0.0... c eee eee eee
Spencerville, 3.0 miles west of; 50 feet north of railroad, near crossing, 40
feet west of road, on right of way; iron post stamped “824”..........
Converse (stop), at west end of plank at railroad crossing, top of north rail;
PRINCE B27 AO? a aie abc tsa gidey actad eG Seu dues Aelaug tad! aes Ohta lacendew Bade a edhe
Venedocia, 3.5 miles south of; 60 feet north of Erie Railroad at crossing, 35
feet west of road, on right of way; iron post stamped “S16” .........
Kossuth, 3.0 miles north by 4.5 miles west of; at southwest corner of cross-
roads on county line; iron post stamped “843” ...............2.05-

St. Marys, 2.0 miles west by 6.5 miles north of; at southeast corner of cross-
roads; iron post stamped 833” ....... 000... ccc eects

St. Marys, 3.5 miles west by 3.5 miles north of; at northzast corner of cross-
roads; iron. post stamped: "852". 240 .k aed as 6a $8 Bes MERU REL ESA E Chow

St. Marys, 3.0 miles west of; 30 feet west of highway and 10 feet south of
railroad, near crossing; on right of way; iron post stamped ‘‘903”....

St. Marys, in tront ot Lake Erie and Western station; top of rail............

St. Marys, 400 feet east of Lake Eric and Western Railroad station; 30 feet
west ol street, at railroad crossing of Wayne street, on right-ot-way;
iron: postistamped “SZ ig coins doe sag Wea s Soa e RA aE See TEOR

SPENCERVILLE soutH via Kkossutu To St. Marys, THENCE EAST VIA Mouton
TO POINT 2 MILES WEST OF.

Kossuth, 1.1 miles northwest of; west side of north and south road, at T
road east; iron post stamped “8427.0... ee eee

FEET.
751.575
735 .653

790.414

814.7

813.118

790.708

803.998

812.318

827 .127

828 .034

828 .0

823 .366
827.0

816.126
842.423
828 .508
832.551
851.897
902.765
870.2

870.988

841.576
TOPOGRAPHIC SURVEY.

St. Marys, 6.0 miles north of; east side of N.S. road at T road west; iron post
STAMPS” S28 is iese cena ince Sela ueuh a vise Pecks Bibl wie Reacdeasiblaenck dna arming oe Rie acts
St. Marys, 3.0 miles north of; at southwest corner of crossroads; iron post
Stamped “SHO ics iad esas ak Haake Miva osboua ean anne de mipelnge etihs
Moulton, 1.1 miles west of; 15 feet south of railroad at crossing, 40 feet west
of road, on right of way; iron post stamped “906” ....-............
Moulton, 2.0 miles east of; 30 feet north of railroad at crossing, 30 feet easy
- of highway, on right of way; iron post stamped “882” ..............
Four MILES SOUTHEAST oF Mouton via Mofétron ro Conant.
Moulton, in front of station; top of rail... 2.0.0... eee
Moulton, 2.25 miles north of; at northwest corner of crossroads; iron post
SEAMP Ed: IS 7s kaise cuke wunntons a aiaealase als aakiRier Ral: ak eB hale Be gy aS
Moulton, 5.25 miles north of; at southeast corner of T road south; iron post:
Stamped: "S48 ne o 5.4 ce setae uey sas oacho AN Peed soa een bw aut

Conant, 3.5 miles south of; at southeast corner of T road east; iron post
StAM Ped Boe iis a dio geri eit Gates GAR drugs aoeame Nea auee Babak ects

LORAMIE QUADRANGLE.

2.5 MILES souTH oF St. Marys sourH viA Minster anp Loramie To Hurr-
MAN SCHOOLHOUSE.
New Bremen, at southeast corner of Zion Church (Reformed), midway between
cae leading to south and west door of church; iron post stamped
Minster, in yard in rear of Sommer Hotel, 15 feet. south of south face of build-
ing and 4 feet west of sidewalk, inside of fence; iron post stamped ‘968”
_Loramie, at north end ot west abutment of iron bridge over canal and 60 feet
southeast of V. Gaier’s store; iron post stamped “959”..............
Newport, 1.5 miles north of; on east side of N.S. road, at T rcad west, 100
ee aaa! of brick schoolhouse Dist. No. 4., iron post stamped
Newport, 1.25 miles south of; at southeast corner of diagonal road, to south-
east? iron post stamped “G53” sieuid odie ga secdaid she pativee 9th ave yeaum e-notd
5 MILES WEST OF SWANDERS WEST VIA LORAMIE TO YORKSHIRE. ;
Loramie, 0.5 mile south by 4.5 miles east of; 50 feet south of, and in front
of residence of John Roman; iron post stamped “‘1000”.............
Loramie, 0.5 mile south by 2.0 miles east of; at southeast corner of cross-
roads; iron post stamped “972” ....... 00... eee
Loramie, 3.0 miles west of; at Darke-Shelby county line, at northeast corner
of crossroads; iron post stamped “955”...........000 2000

3 MILES EAST OF New KNOXVILLE.

New Knoxville, 3.0 miles east by 1.0 mile south of; on Shelby-Auglaize county
line, at southwest corner of crossroads; iron post stamped “Prim.
Trav: Stan NO: 0; 928) tans oa cin Wad Head eGR 4 Rh Raul ee RE ae. ae

Norra Houston ALONG CLEVELAND, CINCINNATI, CHIcAGO AND St. Louts
Rartroap To Harpin.

Houston, in front-of statioa; top Of rails. c:.¢. 200 500a edie ada eer es sees cee

Dawson, at statioa, in southwest corner of yard of residence of E. J. Griffis,
15 feet north of railroad and 40 feet west of station, at railroad cross-
ing; iron, post: stamped “943! icc. sccmei sagen Peed danas dee thew ee

Hardin station, 1.5 miles east of; 30 feet south of railroad and 25 feet west
of road, at railroad crossing; on right-of-way; iron post stamped ‘‘989”

2 MILES sOoUTH OF KeETTLERSVILLE WEST TO MINSTER.

Minster, 1.0 mile north by 4.0 miles east of; north side ot E. W. road at T
road south; iron post stamped “974”... 00.00.00... eee eee

585
FEUT.
827 .676
858.975
905.447
882.108

896.7

873 .430
848.107
833.887

941.103
967.718

958 .894

1005 .782

953 .066

1000 .204
972.299

955.110

928 .344

962.1

943.161

988 .874

974.450
586 PROGRESS REPORT

Point 2.0 MILES NORTHWEST OF CHICKASAW, EAST ALONG HIGHWAY TO
Borxins.

Chickasaw, 2.0 miles north by 0.8 east of, in concrete bridge seat at north-
west corner of small iron bridge; aluminum tablet stamped ‘899
ADI 1905" s save eviee setae tees iin BATRA IG He Les Se Rey eaeR eee SE

New Bremen, 3.0 miles north of; sec. 34, T. 6 8., R. 4 E., on traction line,
at southeast corner of crossroads, in west face at northwest corner
of prick schoolhouse; aluminum tablet stamped “902 ADJ 1905”.....

New Knoxville, 2.0 miles southwest of; north of center of sec. 36, T. 6 5&.,
R. 4 E., in north face of northeast corner of Berghorn schoolhouse
(Subdistrict 2); alummum tablet stamped “918 ADJ 1905”.........

Botkins, 5.0 miles west of; southeast corner sec. 33, T.65., R. 5 E., at north-
west corner of diagonal road to northwest, east side at southeast corner
of schoolhouse, in stone under window; aluminum tablet stamped
“944 ADJ 1905”....... Beha tare fe nee co Beds ecutee pnd a loeb poets toad Socata

Botkins, 3.0 miles west of; at southwest corner sec. 36, T.65., R. 5 E., at
northeast corner of T road to north, east face, at southeast corner
of schoolhouse, in stone under window; aluminum tablet stamped
"O65: ADJ 1905” sccee sca veneer wesetesre peenkee ds Bh eetets aed aes

CHICKASAW, SOUTH ALONG CINCINNATI, HAMILTON AND Dayton RaILway
To YORKSHIRE.

Chickasaw, southwest corner sec. 11, T. 78., R. 3 E., in southeast corner ot
store and dwelling of H. Gast, in south face in watertable aluminum
taolet stamped ‘947 ADJ 1905”... 00... cee eee

Maria Stein, northwest corner sec. 26, T. 7 8., R. 3 E., in west face, about
10 feet from northwest corner of Myers aad Patty’s grain elevator;
aluminum tabiet stamped “974 ADJ 1905”...............2..0-0-.

Yorkshire, northeast corner of sec. 13, T. 12 N., R. 3 E., at southwest corner
of T road south, in north face at northwest corner of small brick
store building; aluminum tablet stamped ‘988 ADJ 1905”..........

TROY QUADRANGLE.

TROY SOUTHWEST 1.5 MILES.

Troy, 1.8 miles southwest of; in extreme southeast corner of sec. 30, Concord
Township, Miami County, Ohio, at northwest corner of crossroads;
Iron Post: stamped. “SSS, sacsaauss edie Caegeahh aanie educa eee ee we 4

LocKINGTON: NORTH ALONG HIGHWAY TO NrwBuRN.
Newburn, at northeast corner of T road east; iron post stamped ‘960” ......

SIDNEY QUADRANGLE.

4.0 MILES EAST OF New KNOXVILLE SOUTH ALONG HIGHWAY TO Harpin,
THENCE TO SIDNEY.

Kettlersville, 1.0 mile east of; at southwest corner or T road south; iron post
StAMA POR OLO or aaa cit tase pe ss ued 3m. die wie dc rau doe aan ade A lataeen ere.

McCartysville, 1.0 mile east of; at northwest corner of crossroads; iron post
SbAMAPOR OBOM sce a gh ata iahaded aon sche end ima eA EEA got alee ec metioes oe

Hardin Village, 4.0 miles north of; at northwest corner of crossroads; iron
post:stamiped! “O90? 42. sus swe Pauses wydn ww sus Ka Se ae edsh eee eden

Hardin Village, 1.0 mile north of; at northwest corner of crossroads; iron
post stamped, “960! 2%... Seacsce ta Resour ad cageore AAS A hem odes Meat Ree ae

Hardin station, 2.0 miles east of; at southwest corner of T road east and 60
teet north ot railroad crossing; iron post stamped “1015”............

Spafford, in front of power house; top of rail.............00.. 0. cece eee :

SWANDERS TO POINT 5.0 MILES SOUTHWEST OF.
Swanders, in front of station; top of rail... 2... 0... eee

Swanders, 1.0 mile south by 2.0 miles west of;.at southwest corner of cross-
roads; iron post stamped ‘10287. ..... 0.0.0... cece eee eee eee

FEET.

898.

901

917.

943.

964

946

973.

987

888.

960.

712

.558

561

731

303

731

710

208

128

337

843
. 106
428
422

.219

.009
APPENDIX G

Elevations above Mean Sea Level of Bench Marks in Ohio on Precise Levels
Circuits adjusted by the Coast and Geodetic Survey.

These elevations are in accordance with the 1907 adjustment and, together with
descriptions of the bench marks, have been taken from the following publications of
the Coast and Geodetic Survey:

1. Appendix Number 8—Report for 1898-1899.

2. Appendix Number 3—Report for 1903.

3. Precise Leveling in the United States, 1903-1907.

Each of these three publications was prepared under the direction of John I.
Hayford, ot the Survey.

(587)
588 PROGRESS REPORT -

SUPPLEMENTARY LIST OF OHIO BENCH MARKS FROM
REPORTS OF THE COAST AND GEODETIC SURVEY.

For methods of leveling, adjusting and other details, see Appendix
No. 8 for 1898-99, Appendix No. 3 report for 19038, and volume on
Hypsometry 1903-07, printed 1909, all of which volumes may be found
in the reports of the Coast and Geodetic Survey.

DESCRIPTIONS OF PERMANENT BENCIL MARKS BETWEEN BELPRE AND ATHENS,
OHIO.
(Along Marietta & Cincinnati R. R., now B. & O. S.-W. R. R.)
FEDT.

No. XL.—Belpre, Ohio—Cut on the wing wall of the second pier from west

end of Baltimore and Ohio Railroad bridge, which crosses the Ohio

River at this point. Itismarked thus: BO M.................... 621.030
No. XLI.—Cut on southwest corner of abutment of Marietta and Cincinnati

Railroad bridge over Little Hocking Creek, near its junction with the

Ohio River, and at Little Hocking Station. It is marked thus: B

LIM Sccah aie mies eae mites ae Mea haer eye we hd eB uaee oe wee 623.398
No. XLII.—About one-half mile east of Coolville Station, Marietta and Cin-

cinnati Railroad. Cut on coping of abutment of a railroad bridge,

and is marked, thus BiG) Mis os ee aaa send eee ee mae eee ee 633 .272
No, XLIII.—About 3°; miles west of Coolville, Athens County, Ohio, Cut

on east abutment of a small railroad bridge, and is marked thus:

IB EAMG 5 Sore'n cna eho piendisd ae ta itd aah anew sara Natannoe Sit ueaweet es 606 .153
No, NLIV.—About 1 mile west of Guysville, Ohio, and is cut on the eastern

abutment of Marietta and Cincinnati Railroad bridge, and is marked

GURUS TB Me a tens geae gare dyes 308. the ope a’ a ates Savage due nov Geuaides Hag RUENE AED 617 .345
No, XLV.—Cut on the west abutment of Marietta and Cincinnati Railroad

bridge over Little Hocking River, about 214 miles west of Guysville,

Onto, andis marked thus: Bil) Mas asi socaeae aah eg anes a ches rea aw cts 621.889
No. XLVI.—Cut on the west abutment of a small bridge (Marietta and

Cincinnati Railroad), about 150 metres east of Canaan Chapel,

Canaanville, Athens County, Ohio. It is marked thus: BOM....... 623 .767
No. XLVII.—About three-fourths of a mile west of Stewart, Athens County,

Ohio, Cut on the west abutment of Marietta and Cincinnati Railroad

bridge over Little Hocking River. It is marked thus: BO M.,..... 616 .420
No. XLVIII.—One and one-fourth miles east of Stewart, Athens County,

Ohio. Cut on top of the wall of the west abutment of Marietta and

Cincinnati Railroad bridge, and is marked thus: BO M............ 615 .347
No. XLIX.—Cut on the coping of a railroad culvert, about 115 miles west
of Canaanville, Athens County, Ohio, and is marked thus: BOM..... 630 .325

No, L.—Cut on the south abutment (east side and fourth step from top) of
~ road bridge over Marietta and Cincinnati Railroad and the Hocking
River at Athens, Ohio. Itismarked thus:BOM................. 649 .169

DESCRIPTIONS OF PERMANENT BENCIL MARKS BETWEEN ATHENS, OHIO, AND
MITCHELL, INDIANA.

P.—Athens, Ohio. Cut on top of the pier of the bridge over the Marietta

and Cincinnati Railroad and the Hocking River................... 656.105
No. LL—At Moonville, Ohio. Cut on the eastern abutment of Marietta

and Cincinnati Railroad bridge over Raccoon Creek, and is marked

OG Eta ed Me acces gage eco aan ha te enchmamis Se. Lag are enee athe ayy de Beaten hese anane 712.160
No. LIIl.—One mile south of Zaleski, Ohio. Cut on south abutment of

Marietta and Cincinnati Railroad bridge over Raccoon Creek, and is

Marked thiss BG Mis iiss wane vei oy meet sane mak ean Ga eae etna 714 .304
TOPOGRAPHIC SURVEY. 589

FEET.
No. *LIII.—Cut on the coping of a small drain or culvert, about one-half
mile east of Hamden Station, Marietta and Cincinnati Railroad. It
isemiariced ass BEN ME sy cen caskc. oe each acaemaicsascomacab ete e ae eeaa 706 .197

No. LIV.—Cut on the east abutment of Marietta and Cincinnati Railroad
bridge over Big Salt Creek, about 114 miles east of Londonderry Sta-
tion, and is: marked thus:.B GMs ss... o5 ec6 sine eee eek eee een es 600 .638

No. LV.—One and one-half miles east of Schooleys Station, Marietta, and
Cincinnati Railroad. Cut on the eastern abutment of railroad bridge
over Walnut Creek, and is marked thus: BO M................... 657 .572

Q.—Cut on the pedestal of the lamp-post which stands on the north side of
the steps of the front entrance of the courthouse at Chillicothe, Ohio.. 638.001

No, LVI.—Cut on the west abutment of Marietta and Cincinnati Railroad
bridge over branch of Paint Creek, about 114 miles east of Mussel-
mans Junction, Ross County, Ohio. It is marked thus: BOM...... 699 .646

No. LVII.— Cut on the east abutment of Marietta and Cincinnati Railroad
bridge over branch of Paint Creek, about one-fourth mile west of
Musselmans Junction, Ross County, Ohio, Itismarkedthus:BOM.. 712.186

No. LVIII.—Cut on the eastern abutment of Marietta and Cincinnati Rail-
road bridge, about 1 mile east of Lyndon Station, and is marked thus:
ES er MI ia a acy a AN Rea AS Te re Pt tahini le asl tetanic th ea eno 911.671

No. LIX.—Cut on the eastern abutment of Marietta and Cincinnati Railroad

ME regres bees Gia san annaiciamnes oes Marae eo ete hatte alate Diane te Weeh 6 eased 1056 .609

No, LX.—Cut on the east abutment of Marietta and Cincinnati Railroad
bridge, about three-tenths mile east of Clinton Valley Station, and is
markéd thus: B EVM wiser, eh odie io ee ew Gnd AOR OON BETO ES 990 .047

No. LXI.—Cut on the west abutment of Marietta and Cincinnati Railroad
bridge, about 314 miles east of Loveland, Ohio, and is marked thus:

Bical Meo occ dig insurances att etait agains wire eles See wail a guaanate eames wonaeeGear eile & 692 .924
R.—Loveland, Ohio. Cut on the east abutment of Marietta and Cincinnati
Railroad bridge over the Little Miami River...................... 581.882

No, LXII.—Cut on the pier of the Marietta and Cincinnati Railroad bridge

over Sycamore Creek, a short distance west of Remington Station, and

is marked thus: B O M. Reported in 1899 as destroyed............ 590 .861
No. LXIII.—Cut on the west abutment of Marietta and Cincinnati Railroad

bridge, a short distance west of Cumminsville, Hamilton County,

Ohio. It is marked thus:B OM. Reported in 1899 as destroyed... 506.425

No. LXIV.—Cut on the south abutment of Marietta and Cincinnati Rail-
road bridge over Gest street, suburb of Cincinnati, Ohio. It is
marked thus: BO M. Reported in 1899 as destroyed.............- 494.817

S.—Cut on the west abutment of Marietta and Cincinnati Railroad bridge

over Mill Creek, at Eighth street station, Cincinnati, Ohio. Re-

ported. in’ 1899':as: destroyed... i. sean id ea ake oe wee 494.481
T. or City B. M. No. 1.—Highest point of a copper bolt projecting 14 inches

from the masonry on the west side of the courthouse, in Cincinnatz,

Ohio. Itison the south face of pillar at south side of main entrance on

Main street, and 3 inches above the flagging. On the flat surface

which surrounds the bench mark is inscribed, ‘““‘B M No. 1, 115.25”.... 546.537

No. LXV.—A square cavity cut in top of a stone monument, about 46
metres west of Delhi Station of Ohio and Mississippi Railroad (Hamul-
ton County, Ohio). Reported in 1899 as destroyed ...........-56. eee eeee

No. LXVI.—Hamilton County, Ohio. Cut on a pier (first pier from Ohio
side of river) of Ohio and Mississippi Railroad bridge over Miami
River, near its junction with the Ohio River. It is about 2 miles east
of Lawrenceburg, Ind., and is marked thus: B O M. Reported in
1899:as estrovyed’ wise. s eevee Hae wena ba Pe eee He eceie ae gw gee 482 .426

 

*This bench mark has bey been disturbed. The elevation given for it above
is not accepted by the U.S. Geological Survey.
590 PROGRESS REPORT

DESCRIPTIONS OF PERMANENT BENCH MARKS BETWEEN TOLEDO AND CINCIN-

NATI, OHIO.

U.—Is in Lucas County, Ohio, at a place called Alexis (on time table), being °

at the intersection of the Lake Shore and Michigan Southern_and
Ann Arbor, Detroit and Toledo roads, on the west side of the Lake
Shore and Michigan Southern and on the northeast side of the Ann
Arbor road, on west abutment south side of long culvert of very large
stone, on the first step, below coping at its northwest corner, 5 inches
from either face, and is a Square CUt.... 0... cece eect eee teens

Toledo City No. 165.—Is in northern part of Toledo, near the Maumee River,
on west side of Summit avenue and north corner of Columbus avenue,
on frame building, being a copper nail on east side of Sign............

Park A.—Is in Toledo, Ohio, on the north bank of the Maumee River, 106
metres above River Place, 1.35 metres south of south edge of flagging
in River Park, being a stone triangulation monument set in the
ground. The point taken is the east point of the triangle cut in the
SLOG: ete Rast-nia eaten seine x sus Rates eoaleas Bip Bade eg ang ermine ERC ae eee

V.—Is in Toledo, Ohio, on the north bank of the Maumee River on the north
abutment of the Pennsylvania Railroad bridge, east side, on retain-
ing wall, 15 inches west of the northwest corner of the bridge seat
block and 3 feet above it, and isa square cut............00 eee ee eee

Power Hoise.—On the northeast corner of Water and Madison streets,
Toledo, Ohio on southwest corner of traction company’s powerhouse,
on top of sandstone watertable just where brick begins, about 3 feet
above sidewalk, being marked by a Square..............-.-0000005-

W.—Is in Toledo, Ohio, on the United States custom office building, on the
southeast corner of Madison and St. Clair streets, 15 feet south of the
south side of entrance on St. Clair street, on the south face of pilaster
pagle, 6 Sr east of west face and 14 metres above ground, being a

LESS IO UG: sh saa ary tpt ts 1 Aagpealee tle cb Wieense te bids res alan Roane Al Micarlpaandeals larGusan crease etal

Post-Office.—Is on the northwest corner of custom-house building in Toledo,
Ohio. A cross cut on the top of the granite watertable just where
sandstone begins, being the outer quarter of crosS...............44.

Toledo City No. 44.—Is on the southwest corner of Madison and Summit
Streets, Toledo, Ohio. A cross cut on northeast corner of watertable
Of (RODETUS TUG STOLE caidas: ace: twuerd eouprn pinauend Setnn aod dul wiabags Sieomubre seca

Toledo City No. 296.—Is in Toledo, Ohio, on the easterly abutment of the
Pennsylvania Railroad bridge over the Maumee River, north side of
track, on coping stone, 9 inches north of north side of guard timber of
track, being highest point at northerly part of a cross...............

X.—Is in Wood County, Ohio, about 3 milés north of Perrysburg, on the road
to Toledo (the electric line runs on this road), 480 feet north of August
Broke’s house, in west face of culvert under road, 26 inches north of
the north spring of arch and 28 inches above top of arch (under side),
being: a brass-boltsc o-weacatiten aes ce ahs vee Mig Gab HE ou albinde Ga eertas

Y.—Is in Perrysburg, Wood County, Ohéo, 318 metres south of depot, on the
west end of culvert, under the Cincinnati, Hamilton and Dayton
track, 32 inches north of spring line and 18 inches above it, and 26
inches above ground, being a brass bolt........... 0. eee eee ee

Z.—Is in Roachton, Wood County, Ohio, just north of the north line of
Middleburg Township, about 300 feet west of the Cincinnati, Hamilton and
Dayton track, in foundation of residence of W. C. Parrin, center of
east side and in east face of bay window, 0.65 metre south of north
angle and 0.55 metre above ground in second brick below wooden
watertable, being horizontal line in brass bolt leaded horizontally ...
A,.—Is in Hull Prairie, Wood County, Ohio, on the line of the Cincinnati,
Hamilton and Dayton Railroad, about 200 feet south of the depot, in
the southeast quarter of stone culvert on the first step below the
bridge seat, 5 inches east of east end of bridge seat course, and 44
inches south of north face, being a Square CUL... 6.6.0... cece eee eens

FEET.

585

596

601

589

582

590

603.

615

647

-481

419

118

-117

-703

888

.560

.870

352

129

.696

594

.514
TOPOGRAPHIC SURVEY.

B,.—Is in Haskins, Wood County, Ohio, 250 metres west of the Cincinnati,
Hamilton and Dayton Railroad track on Sugar street, in south face
of public school building, in watertable 4 feet 10 inches above ground,
1 foot 9 inches east of east side entrance, being a brass bolt..........

C,.—Is in the village of Tontogany, Wood County, Ohio, on the southeast cor-
ner of Main and Broad streets, at west side entrance to Waltz store,
“1894” in the northwest corner of iron plate under column, being top
of a surface seven-eighths inch square marked by a cut of a cold chisel.

D,.—Is in Weston, Wooa County, Ohio, very near south center of section 35,
about 150 feet east of Cincinnati, Hamilton and Dayton Railroad
track on south side of Main street, at the east side of east entrance on
northeast corner of iron pedestal, being the top of surface by a square
cut witha, cold. chisel si .54/cu:iavena o sures ula Seles gia micas ees RA aS

E,.—Is in Weston, Wood County, Ohio, in the foundation of First Methodist
Church, erected in 1895, in north face of foundation, 3 feet and 10
inches west of the west face of belfry tower, in second course of
anes below the watertable course, 2 feet above ground, being a

PASS, DOM: .ctd2 rains Wea aa Wed ew hee s Fae haan eta hha cia eneS dob

Weston Village.—Is in Weston, Ohio, about 100 feet east of the Cincinnati,
Hamilton and Dayton Railroad track, on the north side of Main
street, at the northwest corner of the Citizen’s Bank building, on top
of corner stone just below brick............... 0.00. e cece eee ee

F,.—Is in the village of Milton Center, Wood County, Ohio, on the east side of
Railroad street, at south side of east and west alley, in the stone
building of John Biverstock, on north end of base stone below window,
being a /SQUATC CUties acre d escent cael ene mada cousmaddm aid ewa Dae

G,.—Is in Cusiar, Wood County, Ohio, on the northwest corner of Superior
and Linn streets, in the northeast corner of foundation of public
school building, and 1 foot 10 inches west of east face, and 3 feet 8
inches above ground, being a brass bolt.................00022-06,

H,.—Is in the village of Deshler, Henry County, Ohio, on the northeast corner
of Maple and Keiser streets, in the southeast corner of the main
building, Presbyterian church, in the watertable, east face, about
1 foot north of south corner and 3 feet above ground, being a brass bolt

I,.—Is in the village of Deshler, Henry County, Ohio, on the north side of
Main street about 175 feet east of Cincinnati, Hamilton and Dayton
Railroad track, on the bank building owned by Mr. A. W. Lee, on
west end of base stone, under window west of entrance, being a
SQUATC CUS co ex crt She oes Sas es te oe Me a eee eee A wa ees

J,.—Is in the village of Belmore, Putnam County, Ohio, on the northeast cor-
ner of Defiance and Walnut streets, in the east face of the foundation
of the Starling building, 18 feet north of south corner of building and
8 inches below bottom of baseboard and 10 inches above ground,
being intersection of two approximately horizontal and vertical
ie cuts in brass bolt leaded horizontally and lettered U. 8. C. &

K,.—Is in the village of Leipsic, Ohio, on the north side of Railroad street,
about 126 feet east of Main street, on the top of foundation, northeast
corner of the Lampe building, under the east end of the window, 11
inches west of the corner buttress, 1 foot above sidewalk, being a
SQUATE CUD: id's genial dies i OS aie lara gia SLANE. TE GS: epi EAR aRy a

L,.—Is in the village of Leipsic, Putnam County, Ohio, on the south side of
Commercial street, 129 feet east from the east side of Main street, on
the foundation at the northeast corner of the Heffler House, 6 inches
west of east face and 35 inches above the flagging of the sidewalk,
being<a brass) DOlE. toc cicg- yeas a8 Reet bat aed eae nade we ELD Soe ee

M,.—Is in Ottawa Township, Putnam County, Ohio, on line of the Cincinnati,
Hamilton and Dayton Railroad, about one-half mile below G.W. Miller’s
residence and 150 metres north of milepost 50 T on southeast quarter
of stone culvert No. 54, on bridge seat course, 6 inches north of east
end of stone above, and 2 feet 10 inches east of wing angle, being a
SQUATO CUE esa iaiea ehh 2 oom yk eg digee owed We seeded nick sei ielies acaba desma ies endian

591
FEET.

667 .703

669 .510

683.611

682 .705

682 .0-9

689 .824

696 .637

713.716

713.140

736 .700

765 .964

763.703

743 .695
592 PROGRESS REPORT

N,.—Is in the village of Ottawa, Putnam County, Ohio, on the south side of
Mainleron street, about 170 feet west of railroad, on the large stone
step of foundation, 5 feet cast of east side of east pillar of stairway
entrance, beings square Cut. ses ssaccsceaney ered oo oh ew ened Beem

O,.—Is about 3 miles north of Columbus Grove, Putnam County, Ohio, 110
feet above milepost 56, on the southwest quarter of abutment to
bridge 51, Cincinnati, Hamilton and Dayton Railroad, on the second
step below the bridge seat course, about 6 inches from face and 6
inches from edge of stone, being a square cut............2--0.2004-

P,.—Is in the village of Coliimbus Grove, Putnam County, Ohio, onthe north
side of Sycamore street, about 33 feet east of the Cincinnati, Hamil-
ton and Dayton Railroad, on the A. H. Day building, at the left side
of east entrance (now, 1899, post-office), on the southwest corner of
iron plate under iron post, marked on corner by square cut with a
COld: CHISel 435 ds asad Rend Ae AeOd ARORA Ke Da QE Grae Dede iad eke SRE

Q,.—Isin the village of Columbus Grove, Putnam County, Ohio, on the Theo-
dore Kunneke building, on the southwest corner of Sycamore and High
streets, in the watertable on the south side of Sycamore Street,
about -4 feet west of east corner, at head of stair descending into
basement, beimp’s: brasstbOlt ic esns wi goog cee ee Ses a ES See ES

R,.—Is 21% miles north of Afonroe, Allen County, Ohio, on the line of the
Cincinnati, Hamilton and Dayton Railroad, 50 feet below public road
crossing, on the southeast quarter of culvert over Sycamore Run, on
the southwest corner of second step, being a square cut.............

3,.—Is in the village of West Cairo, Allen County, Ohio, 125 metres west of
the Cincinnati, Hamilton and Dayton Railroad track, on south side of
main cross street, on the northwest corner of foundation of dwelling
of Charles Wallis, in north face near west angle of watertable, being
a BLASS DO tans. ste achat arene ah eg CmBH Ge PEAR AGAR eM Del dunk

T,.—Is in Bath Township, Allen County, Ohio, midway between West Cairo
and Lima, on the line of the Cincinnati, Hamilton and Dayton Rail-
road, at east and west road on section line between sections 17 and 18,
in front of Henry Boose’s residence, in the northeast quarter of
viaduct arch, under track, on south end of seventh step from top,
emg as quare: Cuts vie\ctes diecie gad kon ule bk EM Dae wS sebddew eee

U,.—Is in the city of Lima, Allen County, Ohio, on the depot building of the
Cincinnati, Hamilton and Dayton Railroad, on the east side of build-
ing, in angle south of main structure, on the west end of doorsill stone,
being at present (1899) entrance to train dispatcher’s office, being
SABQUATEKCUL hs tend ay al Steams Seater Saban elb wea kee SEA SRE

V,.—Is in the city of Lima, Allen County, Ohio, on the southeast corner of
High and Wlizabeth streets, on the northeast corner of the post-office
building, in the watertable, east face, 96 metres south of the north
corner and 1.27 metres above the flagging, being a horizontal cut in
a e I-inch square cut, one-fourth inch deep, and marked

Te Cs GS sence waeiese -eedw ees Woes kee eb eae per eS De Ree SY

Lima City.—Is in the city of Lima, Allen County, Ohio, on the southwest
corner of High and Main streets, on the top of the north fireplug of
Clb DVO = 6 Beh aca cena d ihe Bian ened mee eM ae DARA Uae Tou
W,.—Is 114 miles north of the village of Cridersville, Allen County, Ohio, on
line of the Cincinnati, Hamilton and Dayton Railroad, on the north-
west quarter of abutment of bridge 46, over Little Haw Creek, on
west end of bridge-seat course, 9 inches north of south face, being the
highest point on rounding square 1% inches on a side, and lettered
ee O6F GAS hears ceshiaidiieiey a kcal atebaard gg Ue Wn mead eames eae
X,.—Is in the village of Cridersvillc, Auglaize County, Ohio, on the Cincinnati,
Hamilton and Dayton Raiload, 66 feet west from main track and 45
feet north of north side of Main street, in the stone window sill of the
Hover Bros.’ block, being a brass bolt... .......... 0.00 ce veneers
Y,.—Is one-fourth mile north of Wapakoneta, Auglaize Courty, Ohio, on the
line of the Cincinnati, Hamilton and Dayton Railroad, in the north-
east quarter of bridge 45 over the Auglaize River, in the bridge seat
course On east part of receding angle, 1.9 metres below top of retaining
Walls Being a SqUuareiCUt .nic.0s ka deesw caw dk ee seeSes oes OU Se RES

FEET.

729 .338

746 .442

770 .993

775.919

790 .435

, 314.617

836 .395

879 .071

877 .449

868 .941

892 .389

886 .109
TOPOGRAPIIIC SURVEY. 593

FEET.
Z,.—Is in the town of Wapakoneta, Auglaize County, Ohio, on the county
courthouse building on the east face of the building, 17 feet from the
northeast corner of the north pillar between basement windows, 3
feet above the ground, and 16 inches south of the north edge of pillar;
being'a brass DOlt: igvsu cay eedseees asa dae hadi yid ddl nea sel vasa 898 .519

A,.—Is in Pushada Township, Auglaize County, Ohio, on line of the Cincinnati,
Hamilton and Dayton Railroad, 2 miles south of Wapakoneta, on
southeast quarter of bridge 44 over Pushade Creek, on bridge seat
course, 2 feet west of east end of shelf, 7 inches back from edge; being
the elevated point circumscribed by square cut in stone lettered
Wi Cie Gun uted lh seiatitn detonate ecdihia tide isa Atccatan ne togeatewreje ae. See 915.910

B,.—Is in the village of Botkins, Shelby County, Ohio, on north side of main
cross street one-fourth mile east of the Cincinnati, Hamilton and
Dayton Railroad, in top corner of stone foundation of public school
building, in south face, 0.78 metre east of west corner, 0.72 metre
above ground; being a brass bolt........... 00.00.00. cee eee 1004 .985

C,.—Is in the village of Anna, Shelby County, Ohio, on the First Methodist
Church building, on the corner of Pike and Second streets, on the east
side of small buttress north of east door, 0.75 metre above ground and
0.15 metre south of north edge of buttress; being a brass bolt........ 1030 .388

D,.—Is one-half mile north of the village of Swanders, Shelby County, Ohio, on
northeast quarter of stone culvert (dated 1892) under the Cincinnati,
Hamilton and Dayton Railroad, in top of third step below coping, 5
inches from its south face and 5 inches from east face of next step
TDOVEs DEIN G4 SQUATE CUE: cio donee Susie nie sub Pinus eEtwL RE emOe 6 1013 .247

E,.—Is in Franklin Township, Shelby County, Ohio, on the line of the Cincin-
nati, Hamilton and Dayton Railroad, half way between mileposts
101 and 102 from Cincinnati, on lowest point of grade, on southeast
quarter of culvert on second step, about 1.3 metres below coping;
being: a,Square-cut: sacc4 ee saess so bassuaageenace See e eee ees da ed 1006 .033
F,.—Isin the city of Sidney, Shelby County, Ohio, on the line of the Cincinnati,
Hamilton and Dayton Railroad, at the southwest quarter of bridge No.
40 over the Cleveland, Cincinnati, Chicago & St. Louis Railroad, on the
northwest corner of the bridge seat course, 6 inches from both north
and west faces; being a Square cut .......... 6.0 e eee eee eee ee 1000 .76

Sidney City.—Is at the northwest corner of courthouse square, 48}4 feet
above the city zero point. The mark is made by burying a Dayton
stone £0 inches square and 2 feet high with another stone of the same
kind 2 feet high and 14 inches square on bottom and 3 inches square
on top, set on top of the sandstone, and both firmly imbedded in the
ground up to the top of the second stone. Above this is 4 inches of
cement in which a cross iS CUL.. 6. eee 957 .060
G,.—Is in the city of Sidney, Shelby County, Ohio, on the county courthouse
on west face of foundation of north vestibule 2 feet 1 inch south of
north projecting edge of foundation and 3 feet 5 inches above ground;
being.a. brass -bOlt. seu sys eteaeeee tau ser wed ghee Sbaes Sa ea Eee 962 .67
H,.—Is in Clinton Township, Shelby County, Ohio, 144 miles south of
Sidney, on the line of the canal and Cincinnati, Hamilton and Dayton
Railroad on the southwest quarter of bridge over canal, on the north-
west corner of large bridge seat stone, 6 inches from each face; being a
SHUATE CUE G4. or bay Sera eR Ot Gouhiae 4s HTeS LOR Seem Maes Fao 961 .836
I,.-Is in the village of Kirkwood, Shelby County, Ohio, on the schoolhouse
(Pontiac Schoo]) on east face center of second pilaster from south end
on watertable, about 2 feet above ground; being a brass bolt........ 986 .092
J,.—Is in Springcreck Township, Miami County, Ohio, on line of Cincinnati,
t Hamilton and Dayton Railroad, midway between Isirkwood and
Piqua, on bridge over Bush Creek, on east end of west abutment
bridge seat course, 6 inches from both east and south faces; being a
square cut ........ ate cnta lesa ae akira te oe ok Meese ta ey cides ahaa 934. 58
K,.—Isin the city of Piqua, Miami County, Ohio, on line of Cincinnati, Hamil-
ton and Dayton Railroad, on culvert No. 26, over Albino Pike, on
northeast quarter on center of east stone of bridge seat course, being
the highest point circumscribed by a 1-inch square and lettered U.
SOE ECs iGo cece athe dain 4 Cathe RAB Ah wtih Aen hie ceumaues ween ante ae 898 .948

38—T. 8S.
594 PROGRESS REPORT

Penna. R. R.—Is in the city of Piqua, Miami County, Ohio, on the line of the
Pennsylvania Railroad, on north end of east abutment of bridge over
Miami River, on top of bridge seat course, 14 inches north of truss
and 8 inches back from the face; being highest point of square 4 inches
ON) ASIdE: Cub OHA STONE ..6. 0 ka stove dg Gee he bw inde g Wa RN Ree Ra A oe

L,.—Is in the city of Piqua, Miami County, Ohio, on the southwest corner of
Downing Street, and the Pittsburg, Chicago, Cincinnati and St. Louis
Railroad, on the malt house of J. G. Schmidlapp (1889), on the north-
east corner of building, on water table, 1.2 metres above the sidewalk
and 1 metre south of corner; being a brass bolt....................

M,.—Is in the village of Farrington, Miami County, Ohio, on line of Miami and
Erie Canal, 3 miles south of Piqua, on lock built by Isaac Van Ness
(1835), on west side of tumble on northwest corner of coping stone,
6 inches from either face; being a Square cut...............-. eee eee

N,.—Is in Concord Township, Miami County, Ohio, on line of Miami and
Erie Canal, on lock 214 miles north of Troy, on east jaw of lock, on
east coping stone of wall, 6 inches from south face and 18 inches from
east end of wall; being a square cut........... 0.0... eee eee eee

O,.—Is in the town of Troy, Miami County, Ohio, on the line of the Miami
and Erie Canal, on Troy lock, east jaw, on coping stone, west of east
end of wall and 6 inches north of south face; being a square cut......

P,.—Is in the town of Troy, Miami County, Ohio, on courthouse, on south-
west corner of building, on south face, 0.75 metre from west corner
and 1.2 metres above ground; being a brass bolt...................

Troy City.—Is in town of Troy, Miami County, Ohio, on south side of Miami
street, on first house west of Lutheran Church, at northeast corner
of house, on the top of the watertable .............. 0.0000 ec ee eeee

Q,.—Is in southern extremity of Troy, Miami County, Ohio, at the intersec-
tion of Miami and Erie Canal and Cleveland, Cincinnati, Chicago and
St. Louis Railroad, on east abutment of railroad bridge over canal, on
west face of abutment, 1.3 metres above ground and 2.5 metres north of
south end of abutment; being a brass bolt.................0. 00005

R,.—Is in Concord Township, Miami County, Ohio, 114 miles south of Troy,

7 on line of Miami and Erie Canal, on south end of lock, east side, 13
feet south of king-post at beginning of curve on northwest corner of
coping stone; being surface circumscribed by square 114 inches on a
BCC sie esas eck ch gah oa GG GRE Rie ice bev vec Ginad aieaehd Bal tunauad ave'e

S,.—Is in Concord Township, Miami County, Ohio, 70 feet below lock, 214
miles south of Troy, on southwest quarter of masonry of feeder lock,
on sixth step from top, on its northwest corner; being a Square cut....

T,.—Is in the village of Tippecanoe City, Miami County, Ohio, on line of the
Miami and Erie Canal, on Tippecanoe Lock, on the east side, on south
end, on center coping stone of wing; being a square cut..............

U,.—Is in the village of Tippecanoe City, Mianvi County, Ohio, on north side of
Main street, onfirst building east of canal, on power house of Tippe-
canoe Electric Light and Water Company, on southeast corner of
building on south face on watertable, 5 inches below brick work and
7 inches north of corner; being a brass bolt..............00..00000.

V,.—Is in Van Buren Township, MiamiCounty, Ohio, on line of Miami and
Erie Canal, 244 miles below Tippecanoe City, on Picayune Lock, east
jaw, on coping stone, 12 feet south of south king-post, and 6 inches
east of edge of wall; being a square cut.......... 0.00... cece eee

W,.—Is in the village of Tadmor, Montgomery County, Ohio, on line of Miami
and Erie Canal, on east abutment of steel bowstring girder bridge over
canal, northwest corner, on north face, 1 foot east of corner and 3144
feet above ground; being a brass bolt... 0... eee eee

X,.—Is in Butler Township, Montgomery County, Ohio, on line of Cincinnati,

. Hamilton and Dayton Railroad, 23 miles below Tadmor, on Bridge
No. 8 over Poplar Creek, on west side of north abutment, on first step
below bridge seat, 5 inches east of west face of stone and 7 inches north
of south face; being asquare CUt. 6.1... cee tee eens

FEET,

865 .427

876 .864

855.212

844 .520
835 .440
841 .048

837 .685

831.146

827 .277
812.835

806 .931

801.210

797 227

791 .027

773.413
TOPOGRAPHIC SURVEY.

Y,.—Is in Harrison Township, Montgomery County, Ohio, on line of the
Cincinnati, Hamilton and Dayton Railroad, about 1 mile north of
Dayton City limits, on north abutment of bridge over Miami River,
west side of abutment, 6 inches south of north edge and 17 inches east
of west edge, being a Square cut... 2.0... cece

Z,.—Is in the city of Dayton, Montgomery County, Ohio, on the line of the
Cincinnati, Hamilton and Dayton Railroad, on Bridge No. 2, over
Mad River, on south abutment of bridge, east end, 22 inches west of
east end of stone and 6 inches south of north face, being a square cut..

‘Dayton City.—Is in city of Dayton, Montgomery County, Ohio, on northwest
corner of Main and Sixth streets (city workhouse), being point of
pyramidal top of stone fence post, 314 feet above sidewalk..........

A,.—Is in the city of Dayton, Montgomery County, Ohio, on southwest corner
of South Main and West Fifth streets, on post-office, at southeast
corner of building, east face, on watertable, 1.2 metres above the pave-
ment and 0.3 metre north of corner, being a brass bolt..............

B,.—Is in the city of Dayton, Montgomery County, Ohio, on line of Cincinnati,
Hamilton and Dayton Railroad, on bridge over Miami River, one-
third mile south of Union Depot, on west pier, north end, on nose
of coping stone of pier, midway between sides and £0 inches back from
PONE; HeInSK a SQUATS CUL cece ge sa te weak Cree oe ahs ae Bek

E,.—Is in Van Buren Township, Montgomery County, Ohio, 214 miles south of
Dayton, on the line of the Cleveland, Cincinnati, Chicago and St.
Louis Railroad, on viaduct bridge over highway, midway between
Miami River bridge and canal bridge, on north abutment, on south-
east corner of bridge-seat course, 9 inches from either face and 15
feet east of truss, being a Square CUL..... 6... eee eee

C,.—Is in Montgomery County, Ohio, on the line of the Cincinnati, Hamilton
and Dayton Railroad, 4 miles south of Dayton, on southwest quarter
of culvert No. 39, bridge-seat course, west end, 8 inches east of west
end and 5 inches south of west face, being a Square cut..............

D,.—Is in Miami Township, Montgomery County, Ohio, on line of Cleveland,
Cincinnati, Chicago and St. Louis Railroad, two-thirds mile south of
Alexandria, 300 feet north of street-car power house, on pier of stone
culvert over ditch, east end, 10 inches west of east face and 18 inches
south.of point, being a Square Cubic. so cdot aoe eee bree eer ie ‘

D,.—Is in Montgomery County, Ohio, on line of Cincinnati, Hamilton and
Dayton Railroad, three-fourths mile north of Whitfield, north abut-
ment of Bridge No. 36 over Parthin Creek, east end, on wing wall
bridge-seat coping, 114 metres east from chord and 9 inches from
retaining wall, being a Square CUt.... 6... eee eee

C,.—Is in the village of Carrollton, Montgomery County, Ohio, on the line of
the Miami and Erie Canal, on the tumble of lower Carrollton lock, west
side, south end, on second step below coping, 4 inches north of south
face and 6 inches west of east face of stone, beinga Square cut........

B,.—Is in the city of Miamisburg, Montgomery County, Ohio, on line of Cleve-
land, Cincinnati, Chicago and St. Louis Railroad, in north end of town,
500 feet north of Enterprise Carriage Works, on bridge No. 250, over
Sycamore Creek, north abutment, west end, on retaining wall, second
step below coping, 14 inches east of west face and 6 inches north of
south face, being @ SqUare CUL. 2... oie ct cence ene tees

E,.—Is in Montgomery County, Ohio, on line of Cincinnati, Hamilton and
Dayton Railroad, one-fourth mile north of Miamisburg depot, on east
end of north abutment of bridge over Bear Creek on bridge-seat course
at east end of wing wall, 6 inches from south face and 12 inches from
east face, being highest point in rounded square, lettered U.S.C. &G.S

F,.—Is in the town of Miamisburg, Montgomery County, Ohio, on west abut-
ment of road bridge over Miami River at Cincinnati, Hamilton and
Dayton Railroad depot, on south face of retaining wall, 7 feet west of
angle in eighth course of masonry below the coping, being a brass bolt .

595

FEET.

754 .669

744 419

743.731

743 435

744 .068

736 .672

728 .875

722 .157

714.310

711.425

707 .776

699 .729

696 .984
596 ; PROGRESS REPORT

A,.—Is in the city of Miamisburg, Montgomery County, Ohio, at south end of
village, about 8 feet east of center of Third street, on north side of
Smith street, 2.05 metres west of center of Cleveland, Cincinnati,
Chicago and St. Louis track, 0.73 metre below top of rail on bridge-
seat course of masonry, being a Square cut... 0.6.6.0 e cee eee

G,.—Is in Montgomery County, Ohio, on the line of the Cincinnati, Hamilton
and Dayton Railroad, about 23 miles south of Miamisburg, on culvert
No. 32, northeast quarter, on fourth step below bridge-seat course, 3
inches west of east face and 6 inches north of south face, being a
SQUALC-CUG i 2 Ser epee Oe We Ree ky R EES Hes ees aK aaa Re Coe eee hm

Z,.—Is in Montgomery County, Ohio, on line of Cleveland, Cincinnati, Chicago
and St. Louis Railroad, 2 miles north of Franklin, on culvert No, 223
over race from lock, on south abutment, second stone from east end
of bridge-seat course 7 inches south of north face and 6 inches west
of east face, being a Square CUb.. 1... 6. cee cee eee

H,.—Is in Warren County, Ohio, on the line of the Cincinnati, Hamilton and
Dayton Railroad, one-half mile north of Carlisle, on culvert No. 31
over creek, north abutment, east end, on bridge-seat course, 6 inches
from east face, 12 inches north of south face, being a square cut......

I,.—Is in the town of Franklin; Warren County, Ohio, on plant of Franklin
Water Works, on northwest corner of Sixth street and Cleveland,
Cincinnati, Chicago and St. Louis Railroad, on southeast corner of
watertable, being highest point of rounding square exactly in angle. .

J,.—Is in Warren County, Ohio. on line of Cincinnati, Hamilton and Dayton
Railroad, 24 miles south of Carlisle, on bridge No. 30 over Big Twin
Creek, on south of two piers on east end, center of nose, 15 inches back
from: point, being aisquare: CUb: ccs. kde aces Saeciem eeeanp eae a sale

.—Is in Miami County, Ohio, on line of Cleveland, Cincinnati, Chicago and
St. Louis Railroad, 1 mile south of depot at Frankiin, on bridge No.
254 over Clear Creek, south abutment, west side on second course
below top of retaining wall, 3 feet above bridge-seat course, 5 inches
from both west and north faces, being a Square cut.............-...

K,.—Is in Butler County, Ohio, on line of Cincinnati, Hamilton and Dayton

Railroad, one-half mile south of Poast Town, on bridge No. £6 over

Brown Run, on east end of wing wall, north abutment, first step below

bridge-seat course, southeast corner of stone, being a square cut......

y-—Is in Butler County, Ohio, on the line of Cleveland, Cincinnati, Chicago
and St. Louis Railroad, 2% miles north of Middletown, on culvert No.
270, south abutment, east end of bridge-seat course, 13 inches south
of north face and 10 inches west of east face, being a square cut......

L,.—Is in the village of Heno, Butler County, Ohio, on line of Cincinnati,
Hamilton and Dayton Railroad, 400 feet north of Middletown depot,
on north abutment of culvert No. 21, east end, on first step below
bridge-seat course, 6 inches west of east face and 6 inches north of

_ south face, being a square cut....... tie Mela sibs ares aves aha Saari Rca te
M,.—Is in the city of Middletown, Hamilton County, Ohio, in eastern part of
city, about 120 metres west of Cleveland, Cincinnati, Chicago and
' St. Louis Railroad track, on southwest corner of Third and Grimes
streets, on east face of Kimball block, 12 inches south of north
corner and 1.1 metres above flagging, being a brass bolt............

W,.—Is in Butler County, Ohio, on line of the Miami and Erie Canal on lock
at Excello Mills, on west wall of tumble, north end, on end coping
stone, 6 inches from north face and 11 inches from east face, being a
SQUATE CUGscs pesca vera aaade Das ashes By Pedder neces oe es Robes

N,.—Is in Butler County, Ohio, on the line of the Cincinnati, Hamilton and
Dayton Railroad, 1 mile north of Trenton, at bridge over Hill Creek,
on east end of pier, in center of nose, 18 inches back from point,
ELS By SGUMATE: CUT. «4 coe eo anche + napa RAR Tee EA RR Mah gabe a

V .—Is in Butler County, Ohio, on line of Cincinnati, Hamilton and Dayton
Railroad, 100 metres south of Le Sourdsville, on north retaining wall,
east end of aqueduct, over canal, opposite north end of railroad bridge
over creek, on third stone from end, 16 inches from south face and 8
inches from east face, being highest point in square lettered U. 8. C.

os

& Gu Sy eck ae eae PA eagle dae Ga ee pa ae pS Preg Wey des eee ,

FEET,

705.123

693 .754

704.111
692 .078
688 .965

677 .655

684 .451
658 .288

674 .696

643.037

666.5 02
638,232

633.008

624.938
TOPOGRAPHIC SURVEY.

O,.—Is in Butler County, Ohio, 1 mile south of Busenbark, three-fourths mile
north of Overpeck, on line of the Cincinnati, Hamilton and Dayton
Railroad, on arch culvert about 20 metres south of mile post C. 31,
on northeast corner of stone, about 6 inches from either face, being
Ac SQUATC (CUE so. cams nae t aA ew th ROS MET cA RENIN Si bees Mik a ebne es

U,.—Is in Butler County, Ohio, on the line of the Cincinnati, Hamilton and
Dayton Railroad, one-fourth mile north of Rockdale, on west end of
stone culvert covered by roadbed, on coping stone, 8 inches from
south face and 6 inches from west face, being a square cut...........

P,.—Is in Butler County, Ohio, on line of the Cincinnati, Hamilton and Day-
ton Railroad, 2144 miles north of Hamilton depot, on bridge No. 16
over Miami River, on retaining wall at north end of bridge seat, 4
inches from both south and east faces, being a square cut..........

T,.—Is in Butler County, Ohio, on line of Columbus and Maysville Railroad,
one-fourth mile north of Woodsdale, on south abutment of bridge
over Campbell’s Creek, on west end of bridge-seat course, on large
stone, 6 inches from both north and west faces, being highest point
in circumscribed l-inch square............. 00. c cee eee ee eee eee

Q,.—Is in the city of Hamilton, Butler Cownty, Ohio, on the line of the Cin-
cinnati, Hamilton and Dayton Railroad, 1,450 metres north of union
depot, at three-arched stone bridge over Old River, on east side,
north end, on second step below coping of wing wall, 5 inches from
both east and south faces, being highest point in circumscribed square

Hamilton City.—Is in the city of Hamilton, Butler County, Ohio, on foundation
of courthouse, northeast corner, in reentrant angle, 15 inches east
of east pilaster of basement door and 3 inches north of wall, being
north half of west edge of surface inclosed in 24-inch square lettered
“Datum, City elevation 100.” 00.0.0... cece eee eee ee

R,.—Is in city of Hamilton, Butler County, Ohio, on south side of High
street, on courthouse, in east face, at its northeast corner, 1.2 metres
south of corner, which is cornerstone of building, on first stone south
of corner stone, being a brass bolt........... 20.00.00 eee cece eee

8,.—Is in the city of Hamilton, Butler County, Ohio, in southeast quarter of
city, on south face of Cincinnati, Hamilton and Dayton depot, on
watertable, 3314 inches from southwest corner and 2 inches above
brick paving, being a Square cUt.. 0... 0.66 ccc cece ee eee eee

Telegraph pole No. 745.—Is on east end of small stone culvert opposite tel-
egraph pole 745, Pennsylvania Railroad, being highest point in
square 214 inches onaside. It is two miles south of Hamulton, Oho. .

T',—Is in Butler County, Ohio, on the line of the Cincinnati, Hamilton and
Dayton Railroad, 214 miles south of Hamilton, on culvert No. 13
(cattle pass), north side, east end, on fifth step below bridge-seat
course, 5 inches from both south and east faces, being a Square cut....

P. R. R. No. 24.—Is on culvert No. 35a, east side, north end, being highest
point of a square; 2 miles north of Flockton........... 6. eee

P. R. R. No. 23—Is 1,000 feet west of Flockton, on culvert No. 34, west abut-
ment, north end, being highest point in square 214 inches on a side. .

G,.—Is in Butler County, Ohio, on the line of the Cincinnati, Hamilton and
Dayton Railroad, 114 miles north of Jones and 415 miles north of
Hamilton, on viaduct bridge No. 11, north abutment, east end, on
second step below bridge-seat course, on southeast corner of stone, 6
inches from either face, being a square cut............ +... eee eee

P. R. R. No. 21—Is in culvert No. 32, at Port Union, on north abutment,
east end, being highest point in square 214 inches on aside..........

P. R. R. No. 20.—Is about 1 mile north of Crescenivillc, on culvert No. 30,
north abutment, and east end, being highest point in square 214
Inches) Oma. -SidG:.. 3: keigbad ees wis kinds Shaman oe eee Ge AS EC Res

H,.—Is in Hamilton County, Ohio, 1634 miles north of Cincinnati and one-
fourth mile south of Cresivue, on line of Cincinnati, Hamilton and
Dayton Railroad, on stone culvert over Carmins Creek, southwest,
quarter, on end coping stone, 10.inches east of west face and 5 inches
north of south face, ie BSQUATC CUbie ccs gaye ere Eee

597

FEET,

635.35 5
630.345

597.650

616.951

591.098

601.631
605.317

596.001
610.259
602.339

613.165

605.649

638.992

596.090

589.408

646,878
598 PROGRESS REPORT

P. R. R. No. 19.—Is on railroad culvert No. 29, one-half mile south of
Crescentville, on north abutment, east end, being highest point in
Square 214 inches ona Side ........... 0. ee eee ere e eee teen ene ea

P. R. R. No. 17—Is on bridge No. 27 over creek, 2 miles south of Port Union,
on east end of north abutment, being highest point in square 214
MDG HES: Ott i S1CL Gy: guany vend aides toalsee steeds aus’ dhe seas Soceaaae aM eue Eee eas

I,.—Is in Hamilton County, Ohio, 1 mile south of Glendale, on the side of the
Cincinnati, Hamilton and Dayton Railroad culvert No. 9, north-
west quarter, on first step below bridge-seat course, 5 inches east of
west face and 10 inches north of south face, being a square cut......

J,.—Is in Springfield Township, Hamilton County, Ohio, on the line of the
Cincinnati, Hamilton and Dayton Railroad, 1214 miles north of
Cincinnati, on bridge No. 8 over Mill Creek, south abutment, east end,
on first step below bridge-seat course, 6 inches west of east face, 12
inches south of nortn face, being a square cut.............0....000

T,.—Is in the village of Lockland, Hami.ton County, Ohio, on Collectors Lock,
10 feet north of north side of Lock street, on east wall of lock on coping
stone, 5.6 feet north of south gate, 4 inches east of west face of wall,
belie: GySQUaTeCEUt: coi ce oo gis des hawt ope hane-ab wee Se aaes 8 Hee a eS

K,.—Is in village of Rensselaer, Hamilton County, Ohio, about. 1 mile north of
Carthage on line of Cincinnati, Hamilton and Dayton Railroad at
intersection of Hamilton pike and Forest avenue, on north abutment
of viaduct, west end, on first step below bridge-seat course, on south-
west quarter of stone, 6 inches from face and 8 inches from end of
stone, 5.65 metres north of outside rail, being a square cut..........

L,.—Is in the village of Carthage, Hamilton County, Ohio, at southeast corner
of Jackson and Fourth streets, on the Christian Church building,
(1879) on west side of church, on watertable at base of tower 6 inches
north o: south angle of tower, and 0.55 metre above ground, being a
Brass [OOMt i rscyt ea sages tate, nak Age 3 OS Caan Ss Maange a gs Sens

8,.—Is in village cf Carthage, Hamilton County, Ohio, 10 miles north of Cin-
cinnati on line of »liami and Erie Canal. on south abutment of Fourth
street bridge over canal, west end, 614 feet above towpath and 214
feet below floor of bridge on second step above retaining wall, on
seventh step below coping, 2 inches from end and 6 inches trom face
of stone being a Square cUL... 2... cee cnet n eee anes

R,.—Is in the village of St. Bernard, Hamilton County, Ohio, about 8 miles
north of Cincinnati, on the line of the Miami and Erie Canal and Balti-
more and Ohio Southwestern Railroad, on east face uf west abutment
of railroad bridge over canal, 1.2 metres above towpath, in eighth
course of masonry from top, 1.75 metres north of prominent corner in
southwest bridge-seat stone, being horizontal groove in bottom of
square cut 3 inch deep and 1 inch square, lettered U.S.C. &G.S....

M,.-—Is in the village of Ivorydale, a. suburb of Cincinnatt, Ohio, on the line of
the Cincinnati, Hamilton and Dayton Railroad, 100 feet south of
depot, on bridge No. 4 over Mill Creek, on north abutment, west end
of bridge-seat course, 6 inches north of obtuse angle of wing wall,
Deine. ah SQUATE CUE. «in tang G8) don viqvrquesd aebaen wees Baadarg ce 6.98 Sue PARR len ois

*U. 8. G.S. No. 498.—Is at Winston Springs, Ohiv, on line of the Cleveland,
Cincinnati, Chicago and St. Louis Railroad, on north abutment of
bridge over Mill Creek, west end, on coping stone. The original disk
had been taken away; the part taken was highest point of ring cut in
BUONE. Gicdr ae dered here SLSR Se Sede hee ts aoa eek eed La uaeg

Q,.—ds in the city of Cincinnati, Ohio, in northern part of city, on line of the
Miami and Erie Canal; one-half mile north of Clifton Springs, on Spring
Grove, tumble of canal, on north wall, second step below bridge seat,
2 metres west of west side of wooden bridge, and 5 inches from face of
stone and 6 inches from end of stone, being a square cut.............

N,.—Is in the northern part of Cincinnati, Ohio, on the line of the Baltimore
and Ohio Railroad, on south abutment of bridge No. 3 over Spring
Grove avenue, east end, on first course below bridge-seat course, on
top of first course of sandstone above limestone, on its northeast cor-
ner, 6 inches from either face, being a square cut............. eee

 

* Original disc missing 1899.

FEET.

579.163

573.704

607

573

574

538

551

551

548

499

497

541

--00

-305

085

987

-403

264

252

485

-974

285

-969
TOPOGRAPHIC SURVEY. 599

FEET.
O,.—Is in the city of Cincinnati, Ohio, in western part of city, on line of Balti-
more and Ohio Railroad, on viaduct No. 90 over Gist street, north
abutment, west end, on second step and second course below bridge-
seat course, 5 feet 6 inches below top of rail, 4.9 metres west of rail, 6
inches from face of and 8 inches from end of stone, being a square cut. 491.656

Cincinnati City.—Is at northeast corner of Richmond and Freeman streets,

on extreme southwest corner of watertable of building, being marked

DY Be SQUATEH ais cenit velo a seis caret wm bacea grate sie dilate elpamletian aane ee Ge 504 .316
P,.—Is in the city of Cincinnati, Ohio, at east end of Richmond street, and

east side of Central avenue, 1.25 metres south of prolongation of

north curb line of Richmond street, on southwest corner of four-story

brick building owned by Mrs. Sarah Neare, on south end of doorstone,

6 inches from either face of corner, being a square cut.............. 545.301
T. or Cincinnati City No. 1.— Cincinnati, Ohio, (See page 589.) (Belpre-

Cincinnati Line.)
Reference mark to Cincinnati City No. 1.— Is on the new courthouse, 5.37

feet directly above this No. 1, or T. It is a horizontal scratch on a silver-

ed metal plate set flush with the masonry and covered by an iron plate,

lockedsam place iy sos ack wotcs cg keavens Gaeoghsmines, PGE OOS NE RES Re AS, fg 551.910

Y,.—Is in Cincinnati, Ohio, on the northeast corner of Fifth and Main streets,
on United States post-office building, east side, north end of third
window base from southeast corner, 8 inches south from pilaster base
supporting columns, 8 inches back (west) from edge of stone, being
west of deep area-way approached only through window of building,
7 by aid of plank, being oP of brass bolt leaded vertically and letter-
ed: U

O
OG Sache Sad ae as SEE eee se 553 .078
Z,.—Is in the city of Cincinnati, Ohio, on northeast corner of Front and
Butler streets, on west end pier of Newport bridge, at the side of the
Louisville and Nashville Railroad bridge, on third course above ground,
10 inches north of south face and 4.4 feet above the pavement, being
8: brass: DOLE sacs cjeaiis nace dt eins age oom habe oun eae ee eT INE Pian 4S 490 .818

Gauge B. M.—Is at north entrance to waterworks building on Front street,
: 445 metres above Louisville and Nashville bridge, on west side of
building, on iron doorsill, southwest end, 5 inches north of south jamb
of door and 5 inches back from front edge of sill, being center of cross
cut diagonally across corrugations. This bench mark is said by city
authorities and United States Gauge Book to be at elevation corre-
sponding to 60.389 on gauge... .. 6.6.66. cece eee eee eee 491 .633
U,.—Is in Cincinnati, Ohio, in western part of city, on lower road bridge at
' Eighth street, over Mill Creek, on east abutment, south side, 21.6
metres east of west end of this abutment and 4.7 metres west of east
end, and 0.65 metre below coping, being a brass bolt. An arrow cut
on vertical face of coping points downward and toward the bench.... 493.986

A,.—Is in the village of Ludlow, Ky., opposite Cincinnati, Ohio, on the
Southern Railroad bridge, on south pier, under long span (529 feet)
being north pier of draw span, on top surface of stone bridge seat of
long span, upriver side, under end of ties, 16 inches south of bed plate
of truss, “2 inches north of offset in masonry down to bridge seat of
draw span, being top surface of a brass bolt flush with top of stone,
leaded vertically and lettered U.S.C. & GS... . cece eee eee 533.135

V,.—Is in western part of Cincinnati, Ohio, on bank of Ohio River, between
railroad tracks and Front street, in same vertical plane with west
wall of first house (No. 2658) west of Lutheran church ‘Deutsche
Ves. Ev. Prot. Martini Kirche A. D. 1892,” on coping of heavy retain-
ing wall, called “Big Four wall,’ about 160 feet east of west end of
wall, being a Square CUL ©... 6... cece eeen eee anes 504 .328

U.S, H.—Is in the city of Cincinnati, Ohio, on west end of Cleveland, Cincin-
nati, Chicago and St. Louis retaining wall between Front street and
railroad tracks, 1.55 metres below top of coping and 6 inches north of
south face of wall, being center of indented point surrounded by tri-
angle, lettered UAS
Hinge hakug ahora ante Mw Ae Aw noo Ted Mee 499 .589
600 PROGRESS REPORT

U. 8. G. 58.—Is in Sedamsuille, Ohio, at intersection of Delhi avenue and
street car tracks. Chisel mark on cement walk near wall at north-
east corner of Hartman’s saloon, 8 inches west of corner of water-
table, and 2 inches out from wall. The chisel mark, which was very
slight, was enlarged into a Square..... 2.0... ccc ec cee eee

W,.—Is in the city of Cincinnati, Ohio, in southwest quarter of city, on
Liston avenue, opposite No. 3538, on south side depot of the Cleve-
land, Cincinnati, Chicago and St. Louis Railroad, on northeast corner
of building, north face, on first course of stone below water table, 1.2
metres above the sidewalk and 4 inches west of east corner, being a
DYASS! GOIG sos: casa e deavecdanaeties donde Ba eles Ate setae, ye ade, oe hana ens ole

X,.—Is at St. Joseph station, on Cleveland, Cincinnati, Chicago and St.
Louis Railroad, 8.5 miles west of Cincinnati, on north bank of the
Ohio River, 48 feet west of southwest corner of depot and 56.25 feet
south of south face of depot, 4.8 feet south of south edge of retaining
wall of Cleveland, Cincinnati, Chicago and St. Louis Railroad and
2.7 feet below top of same, on east end of stone box culvert under road
crossing culvert lying between Baltimore and Ohio Southwestern and
Cleveland, Cincinnati, Chicago and St. Louis tracks and parallel with
them, on projecting part of south wall supporting covering stone,
bein ova SQUaAre CU ec iccd is aca ndsnacs wieinces UA ertand ara San y aa Rain eoeielne he

Canal Stone.—On which No. LXV of transcontinental line of 1879 was sup-
posed to be, was found to be 81 feet west of west side of Baltimore and
Ohio depot at Delhi, Ohio. No mark resembling bench was found,
but a portion was spalled off. The elevation of a low point in north-
west quarter of cross, showing two sides of an irregular square, was
taken. The stone forms a foundation stone of Cleveland, Cincinnati,
Chicago and St. Louis station platform and is below plank..........

B,.—Is 2 miles west of Delhi, Hamilton County, Ohio, on coping stone of
double-arch culvert, north side, over the buttress between east arch
over Muddy Creek and west arch over a railroad track, 85 feet east of
west end of coping, 9 inches east of north face, and 2.2 feet above top
OF rail). Pele a SQUATE: CUE. vc eer tsetse x ised oon iad RS Ragcce Sayers ale aha

C,.—Is in the village of Northbend, Hamilton County, Ohio, on the line of the
Cleveland, Cincinnati, Chicago and St. Louis Railroad, on viaduct
bridge opposite Baltimore and Ohio Southwestern depot, on east
abutment, west face, 7 metres north of south end, and 1.2 metres
above ground, being a brass bolt.......... 0... ce eee ee

D,.—Is at the Ohio and Indiana State line on the line of the Baltimore and
Ohio Railroad, 2 miles east of Lawrenceburg, Ind., on the railroad
bridge over the Miami River, east abutment, north side, 5 inches south
of north face, and 18 inches east of west end, being a square cut......

FEET,

491 .676

494 .482

485.915

487 .718

494 157

491.765

482 .633

DESCRIPTIONS OF PERMANENT BENCIT MARKS BETWEEN CLEVELAND AND

CANTON, OHIO.

U.S. E. 1.—Clevelund, Ohio. A mark (BxM) on the top of the northeast
wall of the Ohio Canal lock, at the connection of the canal with the
DAV Ole coy itirariged Rese ae aoe oe Bee SON OE McSame tae ah a
U.S. E. 2.—Is at Cleveland, Cuyahoga County, Ohio, on the south corner of
Front and River streets, on the north corner of the Johnson House
Block, on. the corner stone of the watertable, and is a chiseled cross . .
U.S. E. 3.—Cleveland, Ohio. <A cross (X) on the stone watertable, south-
west corner of brick block, northeast corner of River and Superior
SUTCCES!. aie aauk itnalae ty autokey aeenn Da ite N Gate doe arcn adh sak BSS
Gauge.—Is at Cleveland, Cuyahoga County, Ohio, (United States Engineer
water gauge) zero mark, which equals mean elevation of Lake Erie
for the years 1860'to 1875, Inclusive:«0c sc. sn seasihe sds ecerraees ees
Bridge.—Is at Cleveland, Cuyahoga County, Ohio, on the east corner of
Independence street and Hast Clark avenue, at the north corner of
the railroad bridgé over the canal and the street, on the fourth step of
the wing wall above the avenue, and is a chiseled square............

581.407

577 .737

594.726

572.677

591.931
TOPOGRAPHIC SURVEY.

601

TEET.

Bridge 15.—Is at Cleveland, Cuyahoga County, Ohio, on Miles avenue, 0.84

mile south of the station, on the northwest corner of girder bridge No.

15, over A., B. and C. Electric Railway, on the coping stone of the

foundation, and is a chiseled square ............-. 2.0.0 cece cece eed 822
R. R. B. M.—Is 2.16 miles northwest of Bedford, Cuyahoga County, Ohio, on

the west side of the track, on the second step of the south wall of the

drain;and is'a:chiseled, cross: x25) ict eS seen eck Goya See ERL Oe be oa 906
Town. Hall.—Is at Bedford, Cuyahoga County, Ohio, on the north corner of

the town hall, on the face of the fourth course of foundation stones

from the top, and is a chiseled cross..........00 00002 c eee 949
Bridge.—Is 1.52 miles north of Macedonia, Summit County’, Ohio, on the south-

west corner of the girder bridge over the highway, on the coping stone

of the foundation, and is a chiseled square.........-....0.2..00000- 1038.

1004 Cleve.—Is at Macedonia, Summit County, Ohio, on the southwest wing
wall of the girder bridge over the road, in the highest step, and is a
bronze tablet marked 1004 CLEVELAND........................ 1003

Wall.—Is at Litile York, Summit County, Ohio, 350 feet south of the station,
on the north end of the arch wall, on the east side of the highway,-and
18a: Chiseled: SQUATC y « s.4 nace canton wR Swe Garces wa AI Kctw cars 969

Rock.—Is at Highland Springs, Summit County, Ohio, at the northwest cor-
ner of the crossroads, on a rock in the fence corner, and is a chiseled
SQUAT Gs awae cay we dda Get Vawe dy engenae gies We Poesia araek aka gel 1069

1002 Cleve.—Is 0.27 mile south of Seasons, Summit County, Ohio, at the south-
east corner of the girder bridge, on the coping stone of the parapet
wall, and is an aluminum tablet marked 1002 CLEVELAND 1902.... 1002

1012 Cleve.—Is at Silver Lake Junction, Summit County, Ohio, at the south-
west end of a large stone arch bridge over Cuyahoga River, on the end
coping stone of the west side wall, and is an aluminum tablet marked
1012 CLEVELAND 1902: sic saciensd oa dle tema ape de ead o4 20d bab kaa 1012

Wall.—Is at East Akron Junction, Summit County, Ohio, at the northwest
corner of the stone arch bridge over Cleveland Terminal and Valley
Railroad, on the top stone of wing wall, and is a chiseled square
MAPICS IS MES a a settee octet nach ned aries ee sa Bs eh cusp ot sshd Gee mucleS gaged an A et 963

983 Cleve.—Is at East Akron, Summit County, Ohio, 520 feet south of the
station, on the north abutment of a girder bridge, between the tracks,
on the coping stone, and is an aluminum tablet marked 983 CLEVE-
GANT) TOO 2 ereciceeneseitats nachna e. ekuderaio ccna es hepa ia akon a edi Na iedite een fe 983

1076 Cleve.—Is at Myersville, Summit County, Ohio, £00 feet northeast of the
station, on the northeast corner of the highway bridge, on the south-
east corner of the foundation stone, and is a bronze tablet marked
1076 CLE VBDAN Dy ii sce eoactcter aad iad eubbtue tie hie Ractieuh wai aon # amu 1075

1069.—Canton.—Is at New Berlin, Stark County, Ohio, 400 feet east of the
Cleveland Terminal and Valley Railroad highway bridge over Nimisila
Creek, on the northeast corner of the west abutment, on the coping
stone, and is a bronze tablet marked 1069 CANTON 1901........... 1067

Bridge 43.—Is 1.59 miles south of New Berlin, Stark County, Ohio, on the
north corner of bridge No. 43 over a brook, on the coping stone of the
foundation, and is a chiseled square.........0.0 0.0.0.0 c eee 1057

Bridge 4+4.—Is 2.08 miles south of New Berlin, Stark County, Ohio, on the west
abutment of C. T. & V. R. R. bridge No. 44 over a brook, on the
foundation, on the coping stone, and is a chiseled square.......... 1050

Bridge 77.—Is near Canton, Stark County, Ohio, northwest corner of the east

abutment of bridge No. 77;a chiseled square P. F.W.&C.R.R. BM. 1029.

-719

503

644

895

981

.044

426

195

-726

434

424

-880

-932

447

16

DESCRIPTIONS OF PERMANENT BENCIT MARKS BETWEEN CHILLICOTHE AND
PORTSMOUTH, OHIO, ESTABLISHED BY TIIE UNITED STATES GEOLOGICAL

SURVEY, 1906.

Q.—Chillicothe, Ohio. Cut on the pedestal of the Jamp-post stands on the
north side of steps of the front entrance of the courthouse at Chillicothe,
ONAL cedaspapta nisi i pecan ing aca ascot dled hat Gen fh RAE RCS 638

O01
602 PROGRESS REPORT

/ FEET,
A.—1.20 miles south of Renick, Ross County, Ohio, on west side of north

abutment of railroad bridge, on top of retaining wall; aluminum tablet

Stamped: (OUT? sg. cag vale va staaewieroin we aca ae me whales ... 616.680
B.—0.19 mile south of station at Locks, Ross County, Ohio, on west side of

north abutment of railroad bridge over road, on top of retaining wall;

aluminum tablet stamped “6107.2... 0... 0c cece cece ce eens 610 .030
C.—1.9 miles south of Locks, Ross County, Ohio, west side of track, on top of
railroad culvert; aluminum tablet stamped ‘'589”.. 00... ..00- 000s 589 .213

D.—0.12 mile south of Higby, Ross County, Ohio, west side of north abutment
of railroad bridge, top of retaining wall; aluminum tablet stamped

SO vsatah ede Wh 8 aceucrneh doscged ak. Neen aR are igen Na os ae res ana Bee Toe A 588 .732
E.—3885 feet south of station at Omega, Pike Co., Ohio, west side of north.

abutment, top of retaining wall; uluminum tablét stamped 596”.... 595.636
TF.—2.71 miles south of Omega, Pike County, Ohzo, east side of track, top of

railroad culvert; aluminum tablet stamped “571” ...............08. 571 .034

G.—0.3 mile south of Waverly, Pike County, Ohio, east side of track, north
abutment of railroad bridge, top of retaining wall; aluminum tablet
stamped: “O70 sree wee v his egeeiea mast She aungmaldcaom dine Ma alles Sauda d ole dann 569 .8£4

H.—2.73 miles south of Glen Jean, Pike County, Ohio, west of track; top of
north abutment, east side of highway bridge; aluminum tablet stamped

SPOR Psst doses un deatcouylly spd ide ion badnan PSd alg caeEs Goaa ee DRE RAR TB eee Bie te PA 561.829
I.—Piketon, Pike County, Ohio, northwest corner of United Brethren Church,
on foundation; aluminum tublet stamped “578” ...........-.00.005 578 .257

J.—0.21 mile north of Sargents, Pike County, Ohio, east of track at southwest
corner of Sargent’s farm primary traverse station, No, 17; iron post
stamped ‘‘580”....... Shay teres ses agiecadeawtansudis pee cete dane 579 .656
K.—1.5 miles north of Wakefield, Pike County, Ohio, southwest of north
abutment of railroad bridge over creek; aluminum tablet stamped

SIDI © Wi 8 entich Suede neat Seite te ae 20k Shiela oe wate esigly duaebe bulcy-aiiera apie eV Ook ee ae 550.931
L.—0.08 mile north of Clifford, Scioto County, Ohio, east of track, southwest

corner of stone culvert over road; aluminum tablet stamped 556”.... 556.079
M.—0.£5 miles north of Licasviile, Scioto County, Ohie, northwest corner of

railroad bridge over highway; aluminum tablet stamped 554”...... 554 .068

N.—1 mile north of Davis, Scioto County, Ohio, southeast corner of south
abutment of railroad bridge over highway; aluminum tablet stamped
ODO si iste a At cece 8 dene Bane geet figs tense eh tbat ae ce sa gt Bet it cy Att ar Lake 558 .757
O.—1.08 miles south of Davis, Scioto County, Ohio, southwest corner of south
abutment of railroad bridge over highway; aluminum tablet stamped

NOB Qe eco Neodecin ik ahh Sate Ds ee seb West WARE Bete BiB ved Ee ata epee S ae ake Se 8, DR aero 557 .869
P.—0.6 miles north of Vera, Scioto County, Ohio, southwest corner of stone
arch over creek; aluminum tablet stamped ‘'534”.................. 533 .724

U.S. E.—Portsmouth, Scioto County, Ohio, square cut on the first course of
foundation above ground, on southeast corner of post-office at north-
east corner of Gallia and Chulicothe streets, 1 foot from east corner
and 1 foot above ground; marked U.8. B.M... 2 eee. 535.129

DESCRIPTIONS OF PERMANENT BENCIL MARKS BETWEEN CHILLICOTHE AND
COLUMBUS, OHIO, ESTABLISHED BY THE UNITED STATES GEOLOGICAL
SURVEY, 1906.

» Q.—Chillicothe, Ohio. (See bottom page 601.)

A.—Chillicothe, Ross County, Ohio, in wall at side of entrance to courthouse;

bronze:tablet Stamped “643.67” wasn seetecrgetarpe sea ayinaaduaay 643.195

C.—0.5 mile north of Chillicothe, Ross County, Ohio, in top of west side of
south abutment of Norfolk and Western Ry. bridge, 12 feet from
center of track, and 5.75 feet below top of rail; aluminum tablet, not

SCATH DEC enc cchs keane misnseid eqtedgat la idan aud ebe aus eae dda 4 eobeedla athletes 620 .307
D.—-Delano, Ross County, Ohio, 90 feet southwest of station, in southeast cor-
ner of crossroads, in bridge seat; bronze tablet.................5.. 690 .752

U.—Delano, Ross County, Ohio, neur station, on top of concrete bridge over
small stream, on Scioto Valley Traction Line, at southeast corner of
crossroads; aluminum tablet, not stamped..............0..00. a... 693.952
TOPOGRAPHIC SURVEY.

F.—1000 feet north of Kingston, Ross County, Ohio in southwest corner of
top step of arch culvert; bronze tablet stamped ‘‘744 Columbus 1899”
G.—In Pickaway County, 0.75 mile north of Kingston, Ross County, Ohio, in
southwest corner of top of stone arch over branch on Norfolk and
Western Ry.; aluminum tablet, not stamped...............000 eee
H.—0.75 mile south of Haysville, Pickaway County, Ohio, west end of top of
coping of arch culvert over small draw on Norfolk and Western Ry.;
aluminum tablet, not stamped ............00.... 0.00
I.—4 niles south of Circleville, Pickaway County, Ohio, on north end of west
abutment of covered bridge over Sippo Creek; bronze tablet stamped
7 0F Columbus 1890 ce, F 2 heis Bie dere decries) ee bas Bake aes alate dad ie hue
J.—At Gregg station, 1.62 miles south of Circleville, Pickaway County, top
of east side of south end of culvert on Norfolk and Western Ry., at
the south end of the siding; an aluminum tablet not stamped........
K.—Cireleville, Pickaway County, Olio, at the northeast corner of the east
wing of the courthouse; iron poSt......... cece eee eee ee
L.—4 miles north of Czrcleville, Pickaway County, Ohio, 60 feet south of
viaduct over Scioto Valley Traction Co., line and Norfolk and Western
Ry.; about 500 feet north of the elevator at siding, 12 feet west of the
center of track of Norfolk and Western Ry.; iron post, not stamped...
M.—v.25 mile south of Cromley, Pickaway County, Ohio, in east side of small
stone culvert on Norfolk and Western Ry.; in coyer stone; aluminum
tablet, notistamped. isc exci soe doe Sedrahear na Goeae- bce o ane ave 2 GAa coiceaee
N.—90 feet south of station at Duvails, Pickaway County, Ohio, on west side
of small stone culvert on Norfolk and Western Ry.; in center of top
of coping stone, about 30 feet southwest of road crossing; aluminum
tablet, not stamped............ de Dine WSriaca nel ashneitei sons elections, Seat it
O.—0.75 mile north of Duvalls, Pickaway, County Ohio, on east side of small
stone culvert on Norfolk and Western Ry.; at milepost “C.18”; alumi-
num tablet; notistamped 3 ¢ cg eseysax eek ches doe ome eG da ees
P.—Lockbourne, Franklin County, Ohio, in top of south pier, west end of
Norfolk and Western Ry. bridge over Ohio Canal; aluminum tablet
stampeéed“‘716 Columbus, 1899" 2.3.4 a Sqch0 cals ba dgoerd ed donee Sevm@isen deed
Q.—0.33 mile south of Rees, Franklin County, Ohio, in west end of bridge seat
of north pier of Norfolk and Western Ry. bridge over Walnut River,
10 feet from center of track, 4 feet below rail; aluminum tablet, not
StaM Peds hiss sais ace wir ce bores 6 Paeae pee wh huek one ay Bat
R.—1 mile south of Vailey Crossing, Franklin County, Ohio, in east end of
bridge seat of north abutment of plate girder viaduct on Norfolk and
Western Ry. over Scioto Valley Traction Co. line; aluminum tablet
MOC SPAM POG = edits dnc eH AE Moen Oe widens. uipacial dud aut oleae Wa yaiWStagar alee ace als
S. City. Columbus, Franklin County, Ohio, at northeast corner of state
capitol, on watertable; city bench mark .......... 6... e cece eee eee
T.—Columbus, Franklin County, in northwest corner of courthouse, below
corner stone; aluminum tablet stamped “778 Columbus 1899”’.......

603

FEET.

744 .068

746.711

713 .656

706 .535

690 .194

693 .568

693 .040

709 .621

712 .098

715.878

715.619

722 .868

751 .934
780 .400
777 601

DESCRIPTIONS OF PERMANENT BENCH MARKS FROM VALLEY CROSSING TO
UHRICHSVILLE AND STATION FIFTEEN P. 0O., OHIO, ESTABLISHED BY

UNITED STATES GEOLOGICAL SURVEY, 1900.

R.—1 mile south of Valley Crossing, Franklin County, Ohio, (See above)...
A.—0.82 mile northeast of Bannon, Franklin County, Ohio, southeast corner
of abutment of railroad bridge; aluminum tablet stamped ‘‘753”.....
T. B. M. 6.—0.89 mile southeast of Truro, Franklin County, Ohio, southwest
corner of abutment, west side of railroad bridge; a chiseled square... .
T. B. M. 9.—1.33 miles southeast of Brice, Franklin County, Ohio, southwest
corner of abutment of railroad bridge; a chiseled square.............
C.—1.12 miles southeast of Harley, Fairficld County, Ohio, southwest corner
of west abutment of railroad bridge; aluminum tablet stamped “S65”.

751 .934
752 .482
767 .357
797 .757

865 .036
604 PROGRESS REPORT

D.—Basil, Fairfield County, Ohio, at station, in top of stone platform; alumi-
num tablet: stamped “8677 i..5 oc decckaeass eee g ae rar gadget aire
E.—Thurston, Fairfield County, Ohio, northwest corner of front steps of
schoolhouse; aluminum tablet stamped “886”. ........0...202000-
F.—2.1 miles east of Thurston, Fairfield County, Ohio, northeast corner of
abutment of highway bridge over creek, 230 feet south of track;
aluminum tablet stamped “9357 ...... 0... cc cee eee eee
G.—0.79 mile east of New Salem, Fairfield County, Ohio, 53 feet north of
track; southwest corner of abutment of highway bridge; aluminum
tablet.stamped “952” socrisae ceva ifiwyos Rages @EYe SiG aoe ea
H.—Thornport, Perry County, Ohio, southwest corner of schoolhouse, in stone
step; aluminum tablet stamped ‘900”........... 0.6 cc cece eee
I.—2.27 miles east of Thornport, Perry County, Ohio, south of track, north-
west corner of retaining wall of highway bridge; aluminum tablet
Stamped SSO) eg a sais to's aise ace ah 2 gong spt ceena eel ciel ata arand diese vee ah dle cath Seen Big
J.—Glenford, Perry County, Ohio, southeast side of schoolhouse, on stone
step; aluminum tablet stamped “849”. 0.0... 6... ccc cece eee eee
844 Glenford.—Glenford, Perry County, Ohio, 30 feet west of railroad, south-
east corner of abutment of small bridge; aluminum tablet stamped
RANE ace cee dtwe aon y Senet Ged sca GS Nek teed BA Doles Ahoy GAM Wandin paMBA eae
K.—1.20 miles east of Glassrock, Perry County, Ohio, southeast corner of
stone abutment of bridge; aluminum tablet stamped ‘‘826”..........
L.—Mount Perry, Perry County, Ohio, 254 feet west of station, northeast cor-
ner of covered bridge, on abutment; aluminum tablet stamped ‘“‘801”’.
M.—2.31 miles east of Mount Perry, Perry County, Ohio, 30 feet south of
railroad on northwest corner of abutment of highway bridge; alumi-
mum tablet stamped. “JOP” a05 gas0 spams read dead abe ee p24 eRe ee
N.—0.1 mile west of Fultonham, Muskingum County, Ohio, northwest corner
of foundation of water trough; aluminum tablet stamped ‘‘763”......
O.—0.76 mile east of White Cottage, Muskingum County, Ohio, southeast
corner of small bridge, on abutment; aluminum tablet stamped “717”
P.—0.36 mile southwest of South Zanesville, Muskingum County, Ohio, on
stone east of railroad; aluminum tablet stamped “709”.............
Q.— Zanesville, Muskingum County, Ohio, south side of courthouse, in top
step, 1 foot from building; aluminum tablet stamped ‘'725”........
725 Zanesville.—Zanesville, Aluskinguim County, Olio, south side of court-
house, 12 feet east of doorstep, at southwest corner of pillar in top
step of portico; aluminum tablet stamped 725" ...............00.
U.S. E. 2.—Zanesville, Muskingum County, Ohio, on upper wall cf lock 10;
U.S. Engineer B..M., marked “U.S. B. M. 699.92” ...0 000000020...
U.S. E. 1.—Zanesville, Muskingum County, Ohio, on upper river wall on
south abutment of Lock No. 10; U.S. Engineer B. M., marked “U.
Pe Be M6997 8) iin ait quiver sins ames galedeaeainy/ag Sa oe thats dat daa anteare meee
R.—3.94 miles northeast of Zancsville, Muskingum County, Ohio, east side of
concrete culvert, under railroad; aluminum tablet stamped “778”... ..
8.—Sonora, Muskingum Counts’, Ohio, 40 feet southeast of Baltimore and
Ohio station; iron post stamped ‘808”....... 0... cee
T.—1.99 miles northeast of Sonora, Muskingum County, Ohio, on south side
railroad, on top of concrete culvert, under railroad; aluminum tablet
stamped "77S" wees ds tag dees eb ba Be bat A eRe Hain lauds ana ded wharcatele
U.—4.13 miles northeast of Sonora, Muskingum County, Ohio, on southwest
corner of stone foundation of water tank; aluminum tablet stamped
SSTRBU: ise delentecdd a oan AB chad ch eater cy est ee desta eh Seed Gest ABR vo ee SEEDS Td ELMS BRIM
V.—0.02 mile west of station at Sundale, Muskingum County, Okio, £0 feet
north of railroad; iron post stamped “S86” .......... 0.0... e eee eee
W.—New Concord, Muskingum County, Ohio, 60 fect north of station; iron
POSt Blamped. “Sages cdi tonwuie 2o3 Saas HL et Meh ee Albee eae ote
X.—In Guernsey County, 2.70 miles northeast of New Concord, Aluskingum
County, Ohio, 50 fect south of railroad, in fence corner; iron post Stamp-
Cd B16 oe aces ERMA RAD DCARG RAG BAe BIKAR AINE COREA E RT REED A

FEET.
867 .428

‘886 .379
935 .167

951.770

899 .895

880 .065

849 .108

844 .558
825 .900

801 .499

797 .587
762 .935
716.939
709.576

725.721

7-5.697
699.300

699.117
778.529

808.662
778.628

770.202
886.104

843.305

814,957
TOPOGRAPHIC SURVEY.

Y.—Cassell, Guernsey County, Ohio, 60 feet north of railroad, northeast
corner of stone abutment of highway bridge; aluminum tablet stamped
OOo osl Sak pierce ie med hank aetel cia sak AN eh ate 3a eule ener ink Br Bae Atco cnged atta tae
Z.—1.83 miles northeast of Cassell, Guernse;' County, Ohio, south side of
railroad, on top of concrete culvert; aluminum tablet stamped ‘804’
A'.—Cambridge, Guernsey County, Ohio, south side of court-house, on stone
step; aluminum tablet stamped “'885”.............. 0000 e eee eee
B’.—2.83 miles north of Cambridge, Guernsey County, Ohio, northwest corner
of stone abutment of railroad bridge; aluminum tablet stamped “804”
C’.—6.33 miles north of Cambridge, Guernsey County, Ohio, £0 feet west of
railroad, 10 feet south of highway; iron post stamped “783”........
D’.—9.03 miles north of Cambridge, Gucrnsey County, Ohio, 15 feet west of
railroad; iron post stamped “7877.0... 0... cece tee eee ee
E’.— Kimbolton, Guernsey County, Ohio, at northwest corner of southwest
Luscock barn, on:stone; aluminum tablet stamped “787”..........
G’.—0.02 mile south of Birds Run, Guernsey County, Ohio, 30 feet west of
railroad, southeast corner of stone abutment of highway bridge; alu-
minum. tablet Stamped 770" s.20c sexs sae ae ae oy Mareen ee enlace ah
H’.— Guernsey, Guernsey County, Ohio, 30 feet west of railroad, in front of
station; iron post stamped “780”. .... 2.0.0.0... cece eee eee
V’.—3.26 miles north of Guernsey, Guernsey County, Ohio, 25 feet west of
railroad, 10 feet from highway; iron post stamped “828”............
J’.—Newcomerstown, Tuscarawas County, Ohio, northwest corner of front
: steps of Fountain Hotel; aluminum tablet stamped ‘'805”..........
K’.—3.69 miles east of Newcomerstown, Tuscarawas County, Ohio, 40 feet
north of railroad; iron post stamped “804”. ........0 0.0000. e ee eae
L’,—0.12 mile west of Port Washington, Tuscarawas County, Ohio, at road
crossing, 20 feet west of highway and 30 feet south of railroad; iron
post. stamped: “SUG sa sesi cient end cya dies} deogre ay ea Pawson ene
M’.— Seventeen, Tuscarawas County, Ohio, 414 feet north of railroad, at Lock
No. 17, southeast corner of stone abutment; aluminum tablet stamped
PURO esl cl sewtncie iperh he tad ch Braue (RNia pha Paes BONO ag bacn eat tee
N’.—Gnadenhutten, Tuscarawas County, Ohio, 35 feet north of railroad, in
front of station; iron post stamped “8347?........00.... 0.000.000.
O’.— 0.24 mile east of Tuscarawas, Tuscarawas County, Ohio, northwest corner
of abutment bridge over highway; aluminum tablet stamped ‘844’. .
B. & O. 48.—Vhrichsville, Tuscarawas County, Ohio, about 1 mile north of,
copper bolt set in west end of mud wall of south abutment of under-
grade highway crossing near milepost 62..................000000,
P’.—0.52 mile east of Uhrichsville, Tuscarawas County, Ohio, 3 feet south of
railroad track, in stone foundation of overhead highway bridge; alu-
minum tablet stamped “S607 i. cca: ccssa case aaa w sek west: Ra gisle we
P. R. R.—0.46 mile east of Dennison, Tuscarawas County, Ohio, on stone
abutment of bridge. (Penna. R. R. BM)....................00..
868 Steubenville.—Station 15 P. O., Harrison County, Ohio, Pittsburg, Cin-
cinnati, Chicago & St. Louis Railroad. (Pennsylvania Railroad), stone
bridge No. 86, northeast wing wall, on northeast coping; aluminum
tablet stamped “868 Steubenville’. ....... 0.0... ee eee eee eee

605

FEET.

804,194
804.508
885.928
804.576
783.858
787.285
787.297

770.936
780.756
828.564
805.377

804.917

818 .064

835.081
834.774

844.974

862.274

861.497

859.006

868.622

DESCRIPTIONS OF PERMANENT BENCH MARKS BETWEEN OHIO-PENNSYLVANIA
STATE LINE AND STRUTHERS, OHIO, 1903, FROM DAT. FURNISHED BY THE

CHIEF ENGINEER OF THE BALTIMORE AND OIIIO RAILROAD.

B. & O. 370.—About 314 miles west of Edenburg, Lawrence County, Pa., about
two miles east of Lowellville, Mahoning County, Ohio, near through
line station 3040..................000. Pesan hbase ae Sees aaa oa

B. & O. 371.—About 414 miles west of Edenburg, Lawrence County, Pa., and
about 1 mile east of Lowellville, Mahoning County, Ohio, near through
lineistation: S080 wis sists ois say alee aie gage ea oe ew aS eS alee e ae

808.460

809.349
606 PROGRESS REPORT

FEET. |
B. & O. 372.—500 feet east of station at Lowellville, Mahoning County, Ohio,

at telegraph pole 67 /30........ 00.0 cc cece cent eee ne teen eee 820.756
B. & O. 373.—1 mile northwest of Lowellville, Mahoning County, Ohio, 600

feet southeast of Pittsburg and Lake Erie R. R. water tanks, 100 feet

southeast of Baltimore & Ohio culvert .......... 6.0 e eee eee eee 833.906
B. & O. 374.—1 mile southeast of Struthers, Mahoning County, Ohio, at tele-

praph pole 69/85%.25 5004 ga ke sade e ade ve Rebs we we Be eG Gee ates ee 839.481
B. & O. 375.—14 mile southeast of Struthers, Mahoning County, Ohio, copper

bolt set in south end of east abutment of bridge 20 ...............- 829.365
B. & O. 376.—Struthers, Mahoning County, Ohio, at the north end of the

highway bridge over the Pittsburg and Lake Erie Railroad tracks;

a copper bolt in the southwest corner of the bridge seat............ 844.766

DESCRIPTIONS OF PERMANENT BENCH MARKS BETWEEN ALLIANCE AND
STRUTHERS, OHIO, 1906. — 3

Br. 66.—About 114 miles east of Alliance, Stark County, Ohio, on the Penn-

sylvania Railroad right of way, on the east abutment of bridge 66;

a Square cut on the northwest corner......... 06. cece cece ene eees 1096.030
Qy.-—Alliance, Stark County, Ohio, on West Main street, at the southeast

corner of the Knights of Pythias Hall; in the face of the base stone

and 4 meter above the cement walk........ 0.2.0.0... cece eee eee 1102.991
City.—Alliance, Stark County, Ohio, on the northeast corner of Freedom and

Main streets, at the southwest corner of the Lewis Block; an iron bolt,

anchored to the foundation and extending slightly above the level of

the cement walk, about 5 centimeters from the north wall.......... 1105 .124
R,.—Alliance, Stark County, Ohio, at the southeast corner of Freedom and

Court streets; in the front face of the city hall, about 14 meter from

the south side, on the horizontal surface of the water table.......... 1119 .212
Lunch Room.—Alliance, Stark County, Ohio, on the north side of the Pennsyl-

vania R. R. depot; on the northwest corner of the iron sill to the lunch-

TOOM COGT sewer csans av ews file Sie hs ai sige pita iia Gob ad brae Sadly Medi aes es ass le 1087 .490
Br. 65 (1906).—1.5 miles east of Alliance, Stark County, Ohio, on the Pennsyl-

vania R. R. right of way; on the northwest corner of the east abutment

to: brides Gd. ¢:us234de pou Shee e eee ewok sosee Cae Me SEs hE Sa REE eS 1055 .009
Br. 64 (1906).—1.7 miles east of Alliance, Siark County, Ohio, on the Pennsyl-

vania R. R. right of way; on the northeast corner of the east back

Wal OL Td ENO? 5c. tay coats el. dans eaten 6 apne he Read Beek Oey 1062 .428
West Culvert.—About 14 mile west or Sebring, \lahoning County, Ohio, on

Pennsylvania R. R. right olf way; on the northwest corner of the

east abutment of an open culvert; a large square in outtine, marked

BMPs ae aag sme Ge aed Be VEE OM Aaa AE CTR ReH eee ae oS 4a eee Me 1109 .831
East Culvert.—About 0.5 mile west of Sebring, Mlahoning County, Ohic, on

the Pennsylvania R. R. right of way; in the northwest corner of the

east abutment of a box culvert; marked “B.M”.............0..005 1106 .039
S,.—1 mile south of Snodes, Mahoning County, Ohio, on the Pennsylvania

R. R. right of way, at ™ilepost 22; in the n.iddle of the east coping

of the concrete culverts. cid vnc tes Be PEMA e ESSE OES an SENSE ERS BES 1090 .454
T,.—About 214 miles south of Berlin Center, Mahoning County, Ohio, on

the Pennsylvania R. R. right of way, five telegraph poles north of

milepost £0; in the middle of the west end of the north concrete abut-

ment. to bridge 26. Character of mark not given by observer ......... 1089 .090
U,.—About 2 miles south of Berlin Center, Mahoning County, Ohio, 17 tele- :

graph poles south of milepost -4; at the southwest corner of the

Western Reserve Line crossing, 15 meters west of the track.......... 1084 .868
V,.—70 metres north of the Pennsylvania R. R. depot, at Berlin Center,

Alahoning County, Ohio, and 15 meters east of the tracks; on the base

of the southwest support of the railroad water tank .............0.0- 1106 .152
W,.— Ellsworth, Mahoning County, Ohio, about 90 meters south of the Pennsyl-

vania R. R. depot; in the northwest corner of the large stone step of -

the public schoo] building ........... 00.0.0 00s ee ene Runadlecnels anal nek 4 1120 .666
TOPOGRAPHIC SURVEY.

X,.—-Rosemont, Mahoning County, Ohio, at the southeast corner of the
Pennsylvania R. R. depot; on the curbing of the platform, 5 centi-
meters from the: building: asec cscccs sox Seaicn that Wie Bava eee pea

Y,.—Rosemont, Mahoning County, Ohio, 100 meters west of the Pennsylvania
R. R. depot, on the public highway; in the middle of the north coping
OF the stone: culvert. 3s di exe yee vey cece Seah cS oa Sathana sia

Z,.—Rosemont, Mahoning County, Ohio, about 0.3 mile west of the depot, at
the public-road crossing; in the northwest corner of the public school
grounds, red metal cap on iron post ........... Be winind esata a Oh

A,.—North Jackson, Mahoning County, Ohio, about 14 mile east of the
Pennsylvania R. R. depot; in the southwest corner of the east abut-
ment of the highway bridge, red metal disc..................-...

B,.—At North Jackson, Mahoning County, Ohio, 45 meters southeast of the
depot; at a corner of the fence, 40 meters east of the railroad crossing. .

C,.—1.4 miles north of North Jackson, Mahoning County, Ohio, on the Pennsyl-
vania R. R. right of way, one telegraph pole from milepost 7; in the
middle of the east coping of the concrete arch bridge 10.............

D,.—Lordstown, Trumbull County, Ohio, at the northwest corner of the road
crossing, four telegraph poles north of milepost 5; in the corner of the
fence and on the land belonging to Ada Horn, red metal cap ........

E,.—About 0.8 mile north of Lordstown, Trumbull County, Ohio, on the
Pennsylvania R. R. right of way, at milepost 4; on the west end of
the north abutment to bridge 6, chiseled square ...................

F,.—Near Boenna Crossing, 2 miles southwest of Niles, Trumbull County, Ohio
on the Baltimore and Ohio R. R. right of way, 100 meters east of the
Pennsylvania R. R.; on the lower step of the undergrade crossing
bridge:423; red vmetal dist). ii cont ceca wheats 2a eid ae ona WAS eA

G,.—About 114 miles southeast of Niles, Trumbull County, Ohio, and 2.8
miles east of Boenna Crossing, at the southeast corner of the road
crossing, 15 meters from the Baltimore and Ohio R. R. tracks; in the
corner Of the fence, on land owned by John Dove, red metal cap ....

H,.—Ahout 0.5 mile west of Girard, Trumbull County, Ohio, on the Baltimore
and Ohio R. R. right of way; on the culvert at telegraph pole 81/2814
in the middle of the south coping (marked USBM) ..............

I,.—About 314 miles northwest of the new Baltimore and Ohio station at
Youngstown, Mahoning County, Ohio, at telegraph pole 79 /£8 14; at the
west end of the large cut, on the side of the hill; .5 meters south of the
Baltimore and Ohio R. R. tracks, at .an offset in the right-of-way
fence; set in clay, red metal cap on iron post...................00.

J,.—1 mile west of the new Baltimore and Ohio depot at Youngstown, Mahon-
ing County, Ohio, on the Baltimore and Ohio R. R. right of way; on
the north end of the top step of the east abutment to bridge 410, cut. O

B. & O. 381.—1 mile west of Youngstown, Mahoning County, Ohio, at tele-
graph pole 76/23, on the old line east of the river; section of rail set
vertically in ground directly beneath the semaphore bridge ........

B. & O. 380.—Youngstown, Mahoning County, Ohio, £00 feet east of the old
Baltimore and Ohio R. R. passenger station, on the old line east of the
river; a copper bolt in the second course of masonry at the west end of
the retaining Wall vias csgsa cv deginsebuw teres cena gener aden

Railroad.—Youngstown, Mahoning County, Ohio, near the Lake Shore R. R.
depot; on the foundation of the west beam supporting the overhead
highway bridge; between the Baltimore and Ohio, and Pittsburg and
Lake Erie tracks; a seat cut on the northwest corner................

837 ADJ.—Hazleton, Mahoning County, Ohio, on the Baltimore and Ohio R.
R. right of way, at Andrews Bros. crossing; on the top course of the
north wing wall of the east abutment to bridge °4, aluminum tablet. .

B. & O. 377.—1 mile west of Struthers, Mahoning County, Ohio, on Baltimore
and Ohio R. R. right of way, and south of tracks; on the west abut-
ment of bridge £2; a copper bolt in the concrete flume..............

B. & O. 376.—Struthers, Mahoning County, Ohio, at the north end of the high-
way bridge over the Pittsburg and Lake Erie R. R. tracks; a copper
bolt in the southwest corner of the bridge seat..................04.

607

FEET.

1071 .455

1080 .878

1065 .557

1014 .652

1024 .622

1001 .461

949 .010

919 .845

899 .342

879 .374

879 .760

883 .860

865.312

842 .094

843.707

847 .118

836 .450

847 .135

844 .766
608 PROGRESS REPORT

DESCRIPTIONS OF PERMANENT BENCIL MARKS BETWEEN EAST AKRON JUNC-
TION AND SULLIVAN, OHIO, 1903, FROM DATA FURNISHED BY THE CHIEF
ENGINEER OF THE BALTIMORE AND OHIO RAILROAD.

FEET.
Wall.—East Akron Junction, Summit County, Ohio, United States Geologi-

eal Survey B. M. (See Cleveland-Canton line, page 428)........... 963.726
B. & O. 441.—600 feet east of Union Station, Akron, Summit County, Ohio,

copper bolt set in east end of retaining wall on north side of tracks.... 1009 .188
B. & O. 442.—1 mile southwest of Union Station, Akron, Summit County, Ohio,

copper bolt set in southwest end of northwest coping of culvert along

Cleveland, Akron and Columbus R. R. tracks.......... setae Mas east 993.911
B. & O. 443.—314 miles southwest of Akron, Summit County, Ohio, on Cleve-

land, Akron and Columbus bridge over old canal, copper bolt........ 976 .936
B. & O. 444.—P. R. R.—Barberton, Summit County, Ohio, southeast corner of

stone doorsill at entrance to ladies waiting room................... 968 .109
B. & O. 445.—3{ miles south of Barberton, Summit County, Ohio on bridge

18, Cleveland, Akron and Columbus R. R., copper bolt............. 965 .236
B. & O. 446.—216 miles west of Barberton, Summit County, Ohio, copper bolt :

set in east end of small culvert, 5/8 mile south of milepost H.2z2...... 971.514
B. & O. 447.—Near Turkeyfoot Junction, Summit County, Ohio, copper bolt

set in west end of small Cleveland, Akron and Columbus culvert, 300

feet south of milepost H. 24... 0.0.0... ee eee eee 968 .526
P. R. R.—Messenger, Summit County, Ohio, about 2 miles east of Warwick,

northeast corner of south pier of water tank..................0.00.. 960 .428

B. & O. 448.—1q4 mile northeast of Clinton, Summit County, Ohio, copper

bolt set in northwest end of small Cleveland,. Akron and Columbus
culvert, 34 mile southwest of Clinton coaling station................ 945 .687

B. & O. 449.—1l4 mile northeast of Warwick, Summit County, Ohio, copper

bolt set in southeast corner of small Cleveland, Akron and Columbus
CulVerty csc aes cats Renee pad poekomere eas ane Me Ree are eae aor ae kates e 958 .332

B. & O, 450.—In Wayne County, 34 mile northwest of Warwick, Summat
County, Ohio, copper bolt set in northeast corner of old part of culvert. 958 .619

B. & O, 451.—In Wayne County, about 114 miles northwest of Warwick,

Summit County, Ohio, copper bolt set in west end of north coping of
~ culvert, 500 feet west of milepost 59, on eastbound track............ 947 .379

B. & O. 452.—In Wayne County, 234 miles southeast of Easton, Wayne

County, Ohio, copper bolt set in west end of north coping of culvert,
100 feet east of nilepost 58, on eastbound track................2..- 948 .009

B. & O, 453.—134 miles southeast of Easton, Wayne County, Ohio, opposite
milepost 57, section of rail set vertically in ground ................ 954 .326

B. & O. 454.—0.7 mile southeast of Easton, Wayne County, Ohio, opposite
milepost 56, section of rail set vertically in ground ................ 958 .992

. & O. 455.—300 feet northwest of station at Easton, Wayne County, Ohio,

copper bolt set in north wing wall of southeast abutment of bridge,
On. Westbound tracing stung 3 qe sie hanrathawc ann on que ads Si Gecdt ba TwCA os 960 .638

. & O. 456.—114 mile northwest of Easton, Wayne County, Ohio, et mile-
post 54, section of rail set vertically in ground.................... 955 .414

. & O. 457.—}4 mile east of Rittman, Wayne County, Ohio, at milepost 53,
section of rail set vertically in ground......5........2.. 0000 e eee eee 957 .104

& O. 458.—14 mile southwest of Rittman, Wayne County, Ohio, at mile-
post 52, section of rail set vertically in ground.................0-- 961 .853

& O. 459.—114 miles west of Rittman, Wayne County, Ohio, on bridge 94, :

500 feet west of milepost 51, copper bolt in northwest abutment ..... 969 .213

& O. 460.—214 miles west of Rittman, Wayne County, Ohio, at milepost 50,
section of rail set vertically in ground....... 0.0... cece eee eens 969 .903

.& 0.460 A.—1 mile east of Sterling, Wayne County, Ohio, United States

Geological Survey B. M.; in the bridge seat at south end of east abut-

ment of Erie R. R. bridge. Probably moved since being set on
account of double tracking, bronze tablet 964 CANTON” ......... 963 .678

B. & O. 461.—1,4 mile east ot Sterling, Wayne County, Ohio, vertic.l rail sec-
tion set on north side of tracks opposite milepost 49................ 970 .465

w

i i
TOPOGRAPHIC SURVEY.

B. & O. 462.—3 mile northwest of Sterling, Wayne County, Ohio, at mile-
post 48, section of rail set vertically in ground....................

B. & O. 463.—3¢ mile southeast of Sterling, Wayne. County, Ohio, at mile-
post 47, section of rail set vertically in ground.................08
B. & O. 464.—14 mile northwest of Creston, Wayne County, Ohio, at mile-
post 46, section of rail set vertically in ground....................

B. & O. 465.—In Medina County, 114 miles northwest of Creston, Wayne
County, Ohio, at milepost 45, section of rail set vertically in ground .

B. & O. 466.—In Medina County, 214 miles northwest of Creston, Wayne
County, Ohio, at milepost 44, section of rail set vertically in ground .

B. & O. 467.—In Medina County, 314 miles northwest of Creston, Wayne
County, Ohio, at milepost 43, section of rail set vertically in ground. .

B. & O. 468.—3 miles southeast of Lodi, Medina County,Ohio, at milepost 42,
section of rail set vertically in ground............. 2.0... eee e eee 3
B. & O. 469.—214 miles southeast of Lodi, Medina County, Ohio, copper
bolt set in north end of small culvert at telegraph pole 34/17.........

B. & O. 470.—1 mile southeast of Lodi, Medina County, Ohio, at milepost 40,
section of rail set vertically in ground.............. 0.0.00. c eee eee

B. & O. 471.—800 feet east of Lodi, Medina County,Ohio, in unstable ground,
section of rail set vertically in ground............ 2.00. cece eee eee

& O. 472.—1 mile southwest of Lodi, Medina County,Ohio, at milepost 38,
section of rail set vertically in ground............ 2... cess eee eee
B. & O. 473.—2 miles southwest of Lodz, Medina County, Oho, copper bolt
set in northwest end of small culvert at telegraph pole 38/25 14......

B. & O, 474.—3 miles southwest of Lodi, Medina County, Ohio, on bridge
118, telegraph pole 39/24 14, copper bolt............... 0. eee ee eee

B. & O. 475.—4 miles west of Lodi, Medina County, Ohio, on bridge 120,
telegraph pole 40/27, copper bolt............ 0. cee eee cece eee eee

B. & O. 476.—134 miles east of Homer, Medina County, Ohio, copper bolt
set in south end of small culvert at telegraph pole 41/18............
B. & O. 477.—l4 mile east of Homer, Medina County, Ohio, at milepost 33,
B
B

B.

section of rail set vertically in ground............ 0. cee eee eee eens

. & O. 478.—500 feet west of Newtons, Medina County, Ohio, at telegraph
“pole 44/10, section of rail set vertically in ground .................

. & O. 479.—1 mile west of Newtons, Medina County, Ohio, copper bolt set
in south end of small culvert at telegraph pole 45/10................

B. & O. 480.—134 miles west of Newtons, Medina County, Ohio, copper bolt
set in north end of small culvert at milepost 30....................

B. & O. 481.—About 1.5 miles east of Sullivan, Ashland County, Ohio, at
milepost 29, section ot rail set vertically in ground.................

609
FEET.
975 .020
982 .544
987 .325
974 241
961 .908
966 .755
970 .241
952 .182
931 .889
913.791
913.794
914 .365
943 .523
991 .217

1011 .129
1074 .159
1095 .283
1094 .515
1101 .007
1119 .297

DESCRIPTIONS OF PERMANENT BENCH MARKS BETWEEN GREENWICH AND

SULLIVAN, OHIO.

B. & O. 495.—About 34 mile east of Greenwich, Huron County, Ohio, on the
arch culvert at telegraph pole 62 /23 14; a copper bolt in the east end

Of NOrth COPING sses-si0 na bee de ge bee amass adilea ae bamns at tele aes

B. & O. 494.—About 1.8 miles east of Greenwich, Huron County, Ohio, on the
arch culvert at telegraph pole 62/21 4; a copper bolt in the west end

Of the north COPIng’ sac ceca es aa en dee ees eas hace wnaect ee Bab gece

B. & O. 493.—About 2.8 miles east of Greenwich, Huron County, Ohic, on the
arch culvert at telegraph pole 61/21 14; a copper bolt in the east end

of the north Coping. v6 6c vu. vaie nae ee aie ee eda awa ae edie eae

B. & O. 492.—In Huron County, Ohio, about 14 mile west of Ramey, Ashland
County, Ohio, on the large arch bridge at telegraph pole 60/18; a copper

bolt in the east end of the north coping............ 2. eee cece eens

B. & O. 491.—About 1.5 miles west of Hereford, Ashland County, Ohio, on a
large arch bridge; a copper bolt in the east end of the north coping....

“B. & O. 490.—Near Hereford, Ashland County, Ohio, on north side of east
Bbutment of bridge, about 800 feet west of the railroad station, cop-

per boltivs cess Gea aieed 36 Cae ena eS Seis dng ansaid taht Atay

39—T. S.

1038 .959

1042 .458

1028 .983

1000 .707
988 .458

1014 .894
610 PROGRESS REPORT

‘ FEET.
B. & O. 489.—About 0.9 mile east of Hereford, Ashland County, Ohio, on the

bridge at telegraph pole 57/5; a copper bolt in the south end of the

east AOUtMeNE, 13 pads ye menceae nes hare Chea gees Ce tie baw Maen ae 1037 .597
B. & O. 488.—About 1.9 miles east of Hereford, Ashland County, Ohio,ona —

small culvert at telegraph pole 56/6; a copper bolt in the west end of |

the SOU COPIA sek sig ee oa cle Bs Sree Bm Mesure Grove none) Fepskoneel an dues a ane ae 1050 .135
B. & O. 487.—About 2 miles northwest of Nova, Ashland County, Ohio, on

the large arch bridge at telegraph pole 55/114; a copper bolt in the

east end of the north coping ........... ccc eee cee ... 1071.539
B. & O. 486.—About 0.6 mile west of Nova, Ashland County, Ohio, on the

culvert at telegraph pole 53/1714; a copper bolt in the west end of the

PAORUH COPS s/o, soe se chen acess pce cayand. woncandsaiises Gear doe eubr 2@ Sesvauddlnd atte oie Miduesa ae 1103 .946
1127 ADJ.—Nova, Ashland County, Ohio, T. 1 N., R. 19 W., in the founda-

tion wall of the United Brethren church, on the south face of the

southeast corner; aluminum tablet marked ‘1127 ADJ 1903”’...... 1127 .315
B. & O. 485 A.—WNova, Ashland County, Ohio, about 325 feet east of the sta-

tion on a small culvert; the northeast corner of the north coping, at

the top of the beveled surface... 0.0... 0c cece cence ede eee 1111 .050
B. & O. 485.—About 0.5 mile east of Nova, Ashland County, Ohio, on the

small culvert at telegraph pole 52/15; a copper bolt in the northend.. 1123 .337
B. & O. 484.—About 1.5 miles east of Nova, Ashland County, Ohio, on the.

culvert at telegraph pole 51/14; a copper bolt in the west end of the

SOULH COPING Tocca ke yhoo hanna eae dite MRA ANEY Mote wining <thea es 1134 .659
B. & O. 483.—About 1.5 miles west of Sullivan, Ashland County, Ohio, at :
milepost 26, section of rail set vertically in ground ................ 1126 .851

B. & O. 482.—Sullivan, Ashland County, Ohio, about 300 feet east of the
station, on the culvert at telegraph pole 48/14; a copper bolt in the
west end of the north coping. ...... 0... ccc eee eee eee 1122 .261
1136 Canton.—Suliivan, Ashland County, Ohio, at the southwest corner of
schoolhouse, in the vertical surface of the watertable, bronze tablet

marked: ‘1136 Canton ADJ 1903’*.......0..0eecceeene eee eeteeees 1137 .443
B, & O. 481.—About 1.5 miles east of Sullivan, Ashland County, Ohio, at :
milepost 29, section of rail set vertically in ground ................ 1119 .297

DESCRIPTIONS OF PERMANENT BENCH MARKS BETWEEN GREENWICH AND
CHICAGO JUNCTION, OHIO, 1903, FROM DATA FURNISHED BY THE CHIEF
ENGINEER OF THE BALTIMORE AND OHIO RAILROAD.

B. & O. 495.—About 34 mile east of Greenwich, Huron County, Ohio, on the

arch culvert at telegraph pole 62/23 14; a copper bolt in the east end

Of NOE. COPING’: + sina coins biynu geen v gige Cha eT Ere eae eo oedal yeaa 1038 .959
B. & O. 496.—14 mile west of Greenwich, Huron County, Ohio, copper bolt

set in south end of east abutment of bridge for undergrade street

CLOSSIN Bin sachs Nesaihe' ors ea hea R pasmree Ge a ea aoe tects in sa Sap Goaeer funn as 1029 .623
B. & O. 497.—1 mile west of Greenwich, Huron County, Ohio, copper bolt set

in east end of north coping of large arch at telegraph pole 65/17 14.... 1009 .423
B. & O. 498.—1 3/5 miles west of Greenwich, Huron County, Ohio, vertical

rail section set 20 feet north of tracks, by telegraph pole 65/5......... 1017 .477
B. & O. 499.—234 miles west of Greenwich, Huron County, Ohio, copper bolt

set in east end of north coping of small culvert at telegraph pole

G7 doe cake em ate areca eRe ht Ma lie oon Tec en aed Siege Ae 1035 .688
B. & O. 500.—114 miles east of Boughtonville, Huron County, Ohio, copper

bolt set in east pedestal of highway bridge at telegraph pole 69/10,

SBOULN- OF tTACKS) esos es wats AA des oa. Seo eG Rae La 8 BD SAT BOR GR BO 1020 .131
B. & O. 501.—300 feet east of Boughtonville, Huron County, Ohio, copper
bolt set in west end of south coping of arch bridge............-..04- 988 .324 —

B. & O. 502.—34 mile west of Boughtonville, Huron County, Ohio, copper
bolt set in east end of south coping of culvert at telegraph pole 70/18.. 964.390
TOPOGRAPHIC SURVEY.

B. & O. 503.—134 miles west of Boughtonville, Huron County, Ohio, at tele-
graph pole 71/18; a copper bolt set in the south end of the east abut-
ment of an undergrade crossing bridge .............. ccc eee eee eee

611.

FEET.

953 .727

DESCRIPTIONS OF PERMANENT BENCH MARKS BETWEEN CHICAGO JUNCTION

AND DESHLER, OHIO, 1905.

B. & O. 503.—About 134 miles west of Boughtonville, Huron County, Ohio, at
telegraph pole 71/18, a copper bolt set in the south end of the east
abutment of an undergrade crossing bridge...............-0--+00-

B. & O. 504.—About 3 miles east of Chicago Junction, Huron County, Ohio,
700 feet east of milepost 3; originally a copper bolt set in the south
end of the east abutment of an undergrade crossing bridge. In 1905
it was found that. the copper bolt had been removed and the top surface
of the stone close to the hole on the side south was used as the B.M...

B. & O. 505.—2 miles east of Chicago Junction, Huron County, Ohio, opposite
milepost 2, section of rail set vertically in ground...............005

B. & O. 506.—About 1 mile east of Chicaoo Junction, Huron County, Ohio,
500 feet west of milepost 1; a copper bolt set in the east end of the
south coping of a culvert 2.1.1... 0... ec cee cece eet eneees

B. & O. 507.—Chicago Junction, Huron County, Ohio, 600 feet east of the
Lake Branch R. R. crossing, section of rail set vertically in ground..

F,.—Chicago Junction, Huron County, Ohio, at the corner of Washington
and First streets; a cross cut in the top surface of the east end of the
top step of St. Francis Xavier Church.............. css eee eee eee

G,.—Chicago Junction, Huron County, Ohio, at the corner of Myrtle avenue
and Pearl street, at the southwest corner of the Sheidley Hotel block,
on the side facing Myrtle avenue; in the second course of brick above
the watertable, copper bolt......... 0... cee e cece cette eee neaees

H,.—Chicago Junction, Huron County, Ohio, about 200 meters south of the
Baltimore and Ohio R. R. tracks, on the west side of Myrtle avenue;
in the east end of the sandstone sill of the Home Savings and Banking
Co.’s building, red metal dise .... 6.0... cece cece eect eee ees

I,.—About 214 miles west of Chicago Junction, Huron County, Ohio, on
the Baltimore and Ohio R. R. right of way, at the second telegraph
pole west of milepost 269 (C) and on a knoll 12 meters south of the
track, red metal cap on iron pOSt..... 6... eee eee eee eens

J;.—About 3 miles west of Chicago Junction, Huron County, Ohio, on the
Baltimore and Ohio R. R. right of way, 314 telegraph poles east of
milepost 268, and 5 meters north of the track; in the top surface of
the coping of a culvert, chiseled square marked “USBM”’....... anes

K,.— About 5 miles west of Chicago Junction, Huron County, Ohio, on the
Baltimore and Ohio R. R. right of way, 8 telegraph poles east of mile-
post 266; in the center of the top surface of the gray sandstone coping
of a culvert, copper bolt........ 0. sce cece ee eee e eee ete

L,.—Siam, Seneca County, Ohio, on the Baltimore and Ohio R. R. right of
way, 75 meters west of the Pennsylvania R. R. crossing; about 2
meters south of the track, in the center of a concrete block, about 3
by 4 feet on the top surface, set level with the grade, red metal disc. .

M,.—Siam, Seneca County, Ohio, on the Baltimore and Ohio R. R. right of
way; 375 meters west of the Pennsylvania R. R. crossing, about 15
meters north of the track, in a corner of the fence at a road crossing,
red metal cap on iron post... 0... 6. cece cece cence eee eens

N,.—About 3 miles west of Siam, Seneca County, Ohio, on the Baltimore and
Ohio R. R. right of way, in the north end of the west abutment of an
undergrade crossing bridge, chiseled square marked “USBM”’.......

O,.—About 1 mile west of Scipio (siding), Seneca County, Ohio, on the Balti-

- more and Ohio R. R. right of way, 3 telegraph poles east of the sign-
board ‘‘1 mile to Scipio,’’ in the center of the top surface of the north
end of a concrete culvert, copper bolt ........ ccc cece eee eee

953.727

935 .483
937 .994

928 .175
914.793

918.141
929 .666
925.867
912 .595
910.939
922 .188
953.178

955.385

954.714

928 .730
612 . PROGRESS REPORT

859 Republic.—A B. M. of the United States Geological Survey about 14
mile east of Republic, Seneca County, Ohio, on the Baltimore and Ohio
R. R. undergrade crossing bridge, over Marion state road; a square
cut in outline on the top surface of the southernmost stone in the
LOWEr COUTEO es sss ee andthe wie S RMUED Shire ang dane OR eae ee eae ee a

883 Col.—Republic, Seneca County, Ohio, in the southwest corner of the town
hall; on the west side, in the vertical face of the watertable, tablet... .
P,.—Near Republic, Seneca County, Ohio; 12 telegraph poles west of milepost
255; on a knoll in the Baltimore and Ohio R. R. right of way, 12
meters. south of the track.......0. 080 cease tence ee eres tee awe ces
Q,.-—}4 mile west of the signboard at Seneca, Seneca County, Ohio, on the
Baltimore and Ohio R. R. right of way, 15 meters south of the track,
at an offset in the right-of-way fence, red metal cap on iron post....

R,.—About 3 miles east of Tiffin, Seneca County, Ohio, on the Baltimore and
Ohio &. R. right of way, in the center of the south coping to stone
arch bridge 58, copper bolt ........-- 0. see e eee eee eee e eee eee

§,-—About 1 mile east of Tiffin, Seneca County, Ohio, on the Baltimore and
Ohio R. R. right of way, 14 mile west of milepost 248, and 300 meters
east of the junction of the Baltimore and Ohio and Pennsylvania R. R.;
in the center of the south girder (concrete) of bridge 61, red metal disc

757 Col.—Tiffin, Seneca County, Ohio, in the southwest corner of the court-
house, west face, in a window sill, tablet stamped “757 COL” ......

775 Tifin.—Tiffin, Seneca County, Ohio, at the corner of Wasnington and
Welmore streets, at the front entrance to the Catholic church; a
chiseled square cut in the east end of the lower step................

T,.—Tifjin, Seneca County, Ohio, on the Munroe street bridge over Sandusky
Rive., in the east side of the north abutment, about 2 feet from the
guard rail, on the second course of stone, copper bolt...............

U,.— About 214 miles west of Tiffin, Seneca County, Ohio, on the Baltimore
and Ohio R. R. right of way, 400 meters west of milepost 245; in the
north end of the west abutment of a bridge overa creek, red metal disc

V,.—About 2 miles east of Bascom, Seneca County, Ohio, on the Baltimore
and Ohio R. R. right of way, 150 meters west of milepost 243; in the
north end of the west abutment of bridge 68 over Wolf Creek, cut O .

W,.—About 1 mile east of Bascom, Seneca County, Ohio, 90 meters west of
milepost 242 and 25 meters south of the Baltimore and Onio R. R.
tracks; on the farm of Joseph Leonard, at the northeast corner of the
ymcetion of the roads, red metal cap on iron post...............065

776 Bascom.—Bascom, Seneca County, Ohio, near Crumm’s store; at the north-
west corner of the crossroads; a cross cut in the bottom of a round
hole in a stone used for the crossing, marked ‘776 BASCOM”.......

766 Tol.—0.2 nile south of Bascom, Seneca County, Oh1o, south of the
cemetery; in the southwest abutment of an iron highway bridge over
a creek, aluminum tablet stamped “766 TOL”.................04.

X,.—About 2 miles west of Bascom, Seneca County, Ohio, on the Baltimore
and Ohio right of way, at a road crossing, at milepost 239; 5 meters
north of the track, on the top step of the east side of a sandstone
culvert, Ped ametal dise:.... 8s ¢ ccs ae ie crngis ob aes ve wink oles wah aoe

Y,.—About 3 miles east of Fostoria, Seneca County, Ohio, on the Baltimore
and Ohio R. R. right of way, in the north end of the west abutment of
a steel girder bridge over Raccoon Creek, chiseled square ‘“USBM’’...

Z,.—About 2 miles east of Fostoria, Seneca County, Ohio, on the Baltimore
and Ohio R. R. right of way, on the north side of the track; in the
center of the capstone of a culvert, copper bolt ...................

778 Fostoria.—Fostoria, Seneca County, Ohio, at the northwest corner of
Jones and Main streets; the top surface of the check valve of the city
water plug, marked “778 FOSTORIA” 0... 0. e cece eee

A,.—Fostoria, Seneca County, Ohio, at the corner of Main and Center streets,
in the southwest corner of the First National Bank building; on the
east side of the Center street entrance, in the vertical surface of the
watertable, red metal. disc csiscvcs sw cvie reesei cedar es eves seovas

B,.—Fostoria, Seneca County, Ohio, at the southeast corner of Tiffin and
Union streets, 1 meter from the curb, chiseled square “USBM”

FEET.

860 .353

884 .146
872 .279
822.517
790 .612
762 .468
758 .242
775 .296
741 .801
761 .193

764 .762

778 .240
776 .527

767 .305

768 -370
767 .702
768 .261
779 853

781.072
782 .877
TOPOGRAPHIC SURVEY.

C,.—In Hancock County, Ohio, 214 miles west of Fostoria, Seneca County,
Ohio, at a crossing; 50 meters north of the Baltimore and Ohio R. R.
tracks, ‘in the west end of the south abutment of a small highway
bridge over:a creek; copper bolt: 6.0.2.5) 06.9 lays Go 05 teva

D,.—Near Godsend, Hancock County, Ohio, on the Baltimore and Ohio R. R.
right of way, 150 meters west of the water tank; on the steel girder
‘bridge over a small creek at the N. end of the W. abutment, copper bolt

740 Tol.—1.5 miles east of Bloomdale, Wood County, Ohio, T. 3N., R. 12 E.,
sec. 31, in the S. end of the E. abutment of iron highway bridge, tablet.

E,.—34 mile east of Bloomdaie, Wood County, Ohio, at the corporation limits,
at N. E. corner of road junction close to rail fence, cut 0 on stone post

749 Bloomdale.—Bloomdale, Wood County, Ohio, at the southwest corner of
Main and the second street north of the Baltimore and Ohio R. R.
tracks; in a brick building used as a hardware Store; a square cut in

uy outline in the north end of the stone sill.................0.00 0005

F,.—Bloomdale, Wood County, Ohio, at the corner of Garfield and Mulberry
streets, at the main entrance of Trinity Methodist Episcopal Church;
in the top face of the second step, red metal disc..................

H,.—Bairdstown, Wood County, Ohio, on Randolph avenue, 100 meters south
of the Baltimore and Ohio R. R. station; a square cut in the south
doorstep of a double house belonging to E. Knodle.................

I,.—Galatea, Wood County, Ohio, in the Baltimore and Ohio R. R. right of
way, 150 meters east of the Toledo and Ohio Central R. R. crossing;
on upper step of N. W. abutment of large culvert, cut O “USBM”...

J,.—North Baltimore, Wood County, Ohio, on the west side of Main: street,
40 meters north of the Baltimore and Ohio R. R. tracks; in the north
end of the sill of the south part of the double store marked ‘‘A. J.
Steele, 1900," ted métal dise oi. ck yd ee sede eae oes Coad

726 Tol.—l4 mile south of North Baltimore, Wood County, Ohio, in the south-
west abutment of an iron bridge over a creek, bronze tablet.........

K,.—% mile west of North Baltimore, Wood County, Ohio, at the northeast
corner of the intersection of Broadway and the street at the city limits,
red metal cap on iron poSt.. 0.26... cece ee eee eee ees

L,.—About 114 miles west of North Baltimore, Wood County, Ohio, at a road
crossing; in south end of a culvert, in center of top, copper bolt ......

M,.—About 214 miles west of North Baltimore, Wood County, Ohio, on the
Baltimore and Ohio R. R. right of way, at a road crossing; in the south
end of a concrete culvert, chiseled square marked “USBM” .........

N,.—About 1 mile east of Hoytvilie, Wood County, Ohio, at a road crossing
50 meters south of the Baltimore and Ohio R. R. tracks, 10 meterssouth
of the junction of highway; on the west end of the north abutment
of a small iron bridge, red metal disc ......-. 2.600000 eee eee eee ee

O,.—About 1 mile west of Hoyiville, Wood County, Ohio, at a road crossing,
10 meters south of the Baltimore and Ohio R. R. tracks, on the west
end of a small highway culvert; in the middle stone, § centimeters
from the west face, copper bolt...........- 00sec eet ee eee ee

P,.—About 1 mile east of Deshler, Henry County, Ohio, on the Baltimore and
Ohio R. R. right of way, at a road crossing; in the north end of a con-
crete culvert, in the center of the top surface, red metal disc ........

H,.—Deshler, Henry County, Ohio, on the northeast comer of Maple and Keiser
streets, in the southeast corner of the main building, Presbyterian
church, in the watertable, east face, about 1 foot north of south cor-
ner and 3 feet above ground, being a brass bolt......-......+-++++5

I,.—Deshler, Henry County, Ohio, on the north side of Main street about 175
feet east of Cincinnati, Hamilton and Dayton Railroad track, on the
bank building owned by Mr. A. W. Lee, on west end of base stone,
under window west of entrance, being a Square cut......----+++ ees

J,.—Belmore, Putnam County, Ohio, on the northeast corner of Defiance and
Walnut streets, in the east face of the foundation of the Starling
building, 18 feet north of south corner of building and 8 inches below
bottom of baseboard and 10 inches above ground, being intersection
of two approximately horizontal and vertical chisel cuts in brass bolt
leaded horizontally and lettered U.S. C.& G.S..... 6.0 c eee eee

40—T. 8,

613

FEET.

773.

754
740

742

727
734
7-6

727
717

715

707

709 .:

711.

713

713

584

453

-625

974

771

238

.553

457

.017

-640

.559
.320

051

577

.716

140

-700
614 PROGRESS REPORT

DESCRIPTIONS OF PERMANENT BENCH MARKS BETWEEN WARWICK AND
UHRICHSVILLE, OHIO, 1903, FROM DATA FURNISHED BY THE CHIEF

ENGINEER OF THE BALTIMORE AND OHIO RAILROAD.

B. & O. 449.—1{ mile northeast of Warwick, Summit County, Ohio, copper
bolt set in southeast corner of small Cleveland, Akron and Columbus

CUVEE RG sc endce saecsai id! des ove de Qa ie hin hoe DHS DT OE WARM eR at aes Fah

B. & O. 1.—14 mile south of Warwick, Summit County, Ohio, chiseled point
between tracks on mud wall of south abutment of bridge............

B. & O. 2.—In Stark County, Ohio, 134 miles southeast of Warwick, Summat
County, Ohio, at milepost 107, section of rail set vertically in ground.

B. & O. 3.—In Stark County, Ohio, 234 miles southeast of Warwick, Summit
County, Ohio, at milepost 106, section of rail set vertically in ground.

B. & O. 4.—500 feet southeast of station at Canal Fulton, Stark County, Ohio,
rail section set between eastbound track and siding at milepost 105. .

B. & O. 5.—1 mile southeast of Canal Fulton, Stark County, Ohio, at milepost
104, section of rail set vertically in ground........... 0.0. e ee eee eee

B. & O. 6.—2 miles southeast of Canal Fulton, Stark County, Ohio, at mile-
post 103, section of rail set vertically in ground ..............-.--5

B. & O. 7.—About 1 mile northwest of Pauls, Stark County, Ohio, at mile-
post 102, section of rail set vertically in ground ..............--05-

B. & O. 8.—About 1 mile west of Crystal Spring, Stark County, Ohio, near
Pauts, chiseled point on northwest end of retaining wall on northeast

side of tracks at milepost 101, near Coxey’s white sand works........

B. & O. 9.—About 14 mile west of Crystal Spring, Stark County, Ohio, at
milepost 100, section of rail set vertically in ground................

B. & O. 10.—About 34 mile southeast of Crystal Spring, Stark County, Ohio,
at milepost 99, section of rail set vertically in ground ..............

B. & O. 11.—About 2 miles north of Massitlon, Stark County, Ohio, square
cut in south end of west coping of box culvert on westbound tracks,

250 feet east of milepost 98......:... 0.0 cece eee eee eee nee ene

B. & O, 12.—About Lt mile north of Massillon, Stark County, Ohio, at mile-
post 97, section of rail set vertically in ground ..............e eee

P. R. R.—Massillon, Stark County, Ohio, cut on northeast corner coping
Pennsylvania R. R. arch bridge, 300 feet east of bridge 4............

B. & O. 13.—14 mile northwest of Massillon, Stark County, Ohio, copper bolt
‘set in north end of mud wall of east abutment of bridge at telegraph

POLE OG LO! sects bos dee ayes wiht she men aetchyhtns 9s ede daa ana elo aaa ayer ead eee

P. R. R.—Massillon, Stark County, Ohio, cut on the north end of east back
wall of Pennsylvania R. R. bridge 5......... 0... c cece cee eee

B. & O. 14.—4 mile southeast of Massillon, Stark County, Ohio, copper bolt
set in north end of west abutment of highway bridge over river......

B. & O. 15.—About 114 miles south of Massillon, Stark County, Ohio, copper
bolt set in southeast pedestal of water tank at Columbia, telegraph

; pole 94/4 .ccsercdweis acces HEEET OE RIE SY REET NEw ES ae be See ee
B. & O. 16.—About 214 miles south of Massillon, Stark County, Ohio, copper
bolt set in northeast end of northwest coping of culvert for pipe drain

at. telegraph -pole: 93 /7.sc:s 2: tosis mos wiv! Beth eye serahe R soreent aw ah dreses snares Wasi

B. & O. 17.—About 414 miles south of Massillon, Stark County, Ohio, copper
bolt set in north end of west coping of large concrete arch culvert

near where old line is crossed by present line.......... 00.0... 00 eee

B. & O. 18.—About 34 mile northeast of Navarre, Stark County, Ohio, copper
bolt set in southwest end of southeast coping of large stone arch 450

feet southwest of first Wheeling and Lake Erie crossing.............

B. & O. 19.—34 mile southwest of Navarre, Stark County, Ohio, at milepost 89,
section of rail set vertically in ground............... cece eee eee eee

B. & O. 20.—'4% mile north of Justus, Stark County, Ohio, 300 feet south of
Wheeling and Lake Erie crossing, copper bolt set in north end of west
coping of small culvert at telegraph pole 88/5......... 0.40000. e0ee

B. & O. 21.—4 mile south of Justus, Stark County, Ohio, copper bolt set in
west end of south abutment of arch culvert near milepost 87.........

FEET,

958 .332
952.372
948 .759
949 .890
947 .219
948 .400
944.570

939 .088

942 .460
940 .405

948 .340

933.461
934.109
942 .276

941 .359
939 .281
935.297

933 .373
927 .553
940 .100

980 .948
1003 .537

1000 .420
976.775
w

TOPOGRAPHIC SURVEY.

B. & O. 22.—114 miles south of Justus, Stark County, Ohio, copper bolt set
in west end of south abutment of arch culvert at telegraph pole 86....

. & O, 23.—1 mile north of Beach City, Stark County, Ohio, copper bolt set
in south end of west coping of stone culvert for traction line near
TallrOgds Az s'05 sata Seal Sepsis wie dcyeyie ake ahee Gera elena wes oh an Aaeretmaee laa

. & O. 24.—800 feet north of station at Beach City, Stark County, Ohio,
copper bolt set in west end of south abutment of bridge over creek...

& O, 25,—34 mile southeast of Beach City, Stark County, Ohio, copper
bolt in southwest end of southeast abutment of bridge..............

& O. 26.—2 miles southeast of Beach City, Stark County, Ohio, copper
bolt set in southwest end of back wall, northwest abutment of bridge. .

& O. 27.—2 miles northwest of Strasburg, Tuscarawas County, Ohio, at
milepost 81, section of rail set vertically in ground.................

& O. 28.—1 mile northwest of Strasburg, Tuscarawas County, Ohio, at
milepost 80, section of rail set vertically in ground.................

& O. 29.—Strasburg, Tuscarawas County, Ohio, at milepost 79, section of
rail set. vertically in grounds... s.0.0 5 aces ce aus ne ee ee eel eleoe de

. & O. 30.—About 3¢ mile southeast of Strasburg, Tuscarawas County,
Ohio, copper bolt set in northwest end of back wall of southeast abut-
MEN OF TIAGO cscs tiisiad gules eee eee wee Ms eee head dann ees

. & O. 31.—About 1 mile southeast of Strasburg, Tuscarawas County, Ohio,
copper bolt set in first course of masonry southeast end of southwest
abutment of trolley overhead bridge, near milepost 78 .............

. & O, 32.—About 2 miles southeast of Strasburg, Tuscarawas County, Ohio,
copper bolt set in southeast end of southwest coping of culvert, 500

feet northwest of milepost 77................0000. sarang hdnvekene

. & O. 33.—3 miles southeast of Sirasburg, Tuscarawas County, Ohio, copper
bolt set in south end of west coping of culvert, telegraph pole 76/6....

B. & O. 34.—2 miles northwest of Canal Dover, Tuscarawas County, Ohio,
at milepost 75, section of rail set vertically in ground ..............
B. & O. 35.—1 mile northwest of Canal Dover, Tuscarawas County, Ohio,
copper bolt set in southwest end of bridge seat of southeast abutment
of culvert at telegraph pole 74/4......... 0.0 c cece eee e cece eens

pee oP ow

wD

. & O. 36.—f mile west of station at Canal Dover, Tuscarawas County, Ohio,
copper bolt set in easterly pedestal of water tank, telegraph pole 73/11.

& O. 37.—'% mile southeast of Canal Dover, Tuscarawas County, Ohio,

copper bolt set in northeast end of mud wall of northwest abutment

of Tuscarawas River bridge ......... 0. cece eee eee eee eens

. & O. 38.—114 miles southeast of Canal Dover, Tuscarawas County, Ohio,
at telegraph pole 72/1, section of rail set vertically in ground........

& O. 38 A.—About 114 miles southeast of Canal Dover, Tuscarawas County,
Ohio, 200 feet southeast of telegraph pole 72/1, rail in ground.......

& O. 39.—1 mile northwest of New Philadelphia, Tuscarawas County,
Ohio, at milepost 71, section of rail set vertically in ground.........

& O. 40.—New Philadelphia, Tuscarawas County, Ohio, at milepost 70,
section of rail set vertically in ground.................. 0 cee eens

& O. 41.—About 14 mile southeast of New Philadelphia, Tuscarawas

SDP wee

County, Ohio, copper bolt set in northwest end of southwest coping of
CUIVERES cole ache Gd sSaeeed hatauih SAD Tae Re Ree SER ABS Seay am
_ & O. 42.—About 2 miles southeast of New Philadelphia, Tuscarawas
County, Ohio, rail section set on northeast side of tracks at milepost
GS cose gleuscd as oa Saas 8 Migtiadetish sea eUee aw aaw Gena Ghai s finale 4 Date 84 4
. & O. 43.—About 3 miles southeast of New Philadelphia, Tuscarawas
County, Ohio; copper bolt set in southwest end of southeast abutment
of bridge at telegraph pole 67/1........ 50.0 e eee e renee nena ees
_ & O. 44,—About 3% mile northwest of Goshen, Tuscarawas County, Ohio,
copper bolt set in center of mud wall of southeast abutment of bridge
at telegraph pole 66/18, northeast of present tracks................
._ & O, 45.—1% mile southeast of Goshen, Tuscarawas County, Ohio, rail
section set on northeast side of tracks at telegraph pole 65/15........

615

FEET.

974 .981

976 .159
969 .541
962 .028
944 .699
929.773
924 .856

914.221
912.797
909 .827

901 .729
897 .188
886 .175

881 .914

874 .857

885.016
893 .079
893.182
888 .373

878 .713
866 .770
859 .248
856 .172

855.894

850 .678
616 PROGRESS REPORT

FEET.
B. & O. 46.—1l4 mile west of Midvale, Tuscarawas County, Ohio, copper bolt

set in south end of east abutment of bridge at telegraph pole 64/15... 850.076
B. & O. 47.—14 mile southeast of Midvale, Tuscarawas County, Ohio, copper

bolt set southwest of track in mud wall of southeast abutment of

bridge at telegraph pole 63/20......... 6... e cece eee eee eee 853 .374
B. & O. 48.—About 1 mile north of Uhrichsville, Tuscarawas County, Ohio,

copper bolt set in west end of mud wall of south abutment of under-

grade highway crossing near milepost 62......... 0.00 cee eee ee eee 862 .274
APPENDIX H

LIST OF MERIDIANS ESTABLISHED.

(617)
618 PROGRESS REPORT

APPENDIX H

MERIDIAN MARKS.

CANTON, STARK COUNTY, OHIO:

Location of station: On the Stark county fair grounds at Canton.

Station mark: A marble post 40 by 6 by 8 inches, set 36 inches in
the ground, in the center of top of which is cemented a bronze meridian
tablet. It is 25 feet north of inside fence at south end of race track.

Reference mark: Center of judges’ stand, 390.6 feet distant; true
azimuth, 148° 01’ 30”.

Distant mark: A marble post 40 by 6 by 8 inches, set 36 inches in
the ground, in the center of top of which is a bronze meridian tablet. It
is 765 feet north of the station mark and 283 feet south of inside fence at
north end of race track.

Center of judges’ stand, 48014 feet distant; true azimuth, 25° 30’ 00”,

Resident referee: Mr. John S. Hoover, county surveyor.

ST. CLAIRSVILLE, BELMONT COUNTY, OHIO.

Location of station: Within the Belmont county Agricultural Society
fair grounds.

Station mark: A sandstone post 40 by 12 by 20 inches set 40 inches
in the ground, in the center of top of which is cemented a bronze me-
ridian tablet. -

Distant mark: North of station 400-feet, a sandstone post 72 by 12
by 20 inches set 40 inches in the ground, in the center of top of which is
cemented a bronze triangulation tablet.

WOOSTER, WAYNE COUNTY, OHIO.

Location of station: On the Wayne county fair grounds.

Station mark: A marble post 36 by 6 by 9 inches set 34 inches in
the ground, in the center of top of which is cemented a bronze meridian
tablet.

Reference marks: Center of judges’ stand, 129 feet distant; true
azimuth, 181° 31’; tree, 426 feet distant; azimuth, 104° 00’.

Distant mark: 539.4 feet north of station mark, 40 feet from inside
TOPOGRAPHIC SURVEY. 619

edge of race track, a marble post 36 by 6 by 9 inches set 34 inches in
the ground, in the center of top of which is cemented a bronze meridian
tablet. :

Reference marks: Center of judges’ stand, 413 feet distant; true
azimuth, 356° 25’; tree, 601 feet distant; azimuth, 43° 25’.

Resident referee: County surveyor.

BOWLING GREEN, WOOD COUNTY, OHIO.

Location of station: In southwest corner of court house grounds.

Station mark: A limestone post 36 by 7 by 5 inches, set 34 inches in
the ground, in the center of top of which is countersunk and cemented a
bronze tablet.

Reference mark: West line of grounds, 21 feet; south line of grounds
12 feet.

Distant mark: North of station, 352 feet, a limestone post 36 by 7
by 5 inches, set 36 inches in the ground, having a copper bolt cemented
in its top.

Resident referee: County clerk.

DELAWARE, DELAWARE COUNTY, OHIO.

Location of station: In western part of college grounds.

Station mark: A limestone post 36 by 6 by 6 inches, set 33 inches in
the ground, in the center of top of which is countersunk and cemented a
bronze tablet. é

Reference mark: Fountain bears 8S. 68° W., distance 69 feet; west-
ern line of college grounds 50 feet east.

Distant mark: North of station 480 feet, a limestone post 24 by 6
by 6 inches, set 24 inches in the ground, having a copper bolt cemented
in its top.

Resident referee: Custodian of college buildings.

FINDLAY, HANCOCK COUNTY, OHIO.

Location of station: In southeast part of college grounds.

Station mark: A sandstone post 36 by 6 by 6 inches, set 32 inches in
the ground, in the center of top of which is countersunk and cemented a
bronze tablet.

Reference mark: Twenty-four feet from south fence, 15 feet from
east fence, and 41 feet from water plug at corner.

Distant mark: North of station 525 feet, a sandstone post 36 by 6
by 6 inches, set 36 inches in the ground, having a copper bolt cemented
in its top.

Resident referee: President of the school of the Church of God.
620 PROGRESS REPORT

KENTON, HARDIN COUNTY, OHIO.

Location of station: In southeast part of public school yard.

Station mark: A sandstone post 36 by 7 by 7 inches, set 32 inches
in the ground, in the center of top of which is countersunk and cemented
a bronze tablet.

Reference marks: Thirty feet north of south fence and 18 feet from
east fence and 36 feet from southeast corner of school yard.

Distant mark: North of station 315 feet, a sandstone post 30 by 6
by 6 inches, set 30 inches in the ground, having a copper bolt cemented —
in its top.

Resident referee: President of-school board.

MARYSVILLE, UNION COUNTY, OHIO.

Location of station: On church lot, 9 feet northeast of the northeast
corner of Methodist church.

Station mark: A sandstone post 36 by 6 by 6 inches, set 34 inches
in the ground, in the center of top of which is countersunk and cemented
a bronze tablet.

Reference marks: Twenty-seven feet from corner of street.

Distant mark: In the court house grounds, north of station 375 feet,
a sandstone post 30 by 6 by 6 inches, set 28 inches in the ground, having
a copper bolt cemented in its top.

Resident referee: County clerk.

UPPER SANDUSKY, WYANDOT COUNTY, OHIO.

Location of station: In southeastern part of public school grounds,
10 feet north of sidewalk.

Station mark: A limestone post 36 by 7 by 7 inches, set 34 inches in .
the ground, in the center of top of which is countersunk and cemented a
bronze tablet.

Reference marks: A white oak tree, 30 inches in diameter, bears N.
30° E., distant 48 feet. ;

Distant mark: North of station 348 feet, a limestone post 30 by 5 by
5 inches, set 30 inches in the ground, having a copper bolt cemented in
its top.

Resident referees: School board.

WASITINGTON.COURT HOUSE, FAYETTE COUNTY, OHIO. °

Location of station: Two feet from curb line on north side of Temple
street, in school house yard.
TOPOGRAPHIC SURVEY. 621

Station mark: A limestone post 36 by 8 by 8 inches, set 33 inches
in the ground, in the center of top of which is countersunk and cemented
a bronze tablet.

Reference marks: <A locust tree 20 inches in diameter, bears S. 80°
W., distant 40 feet; bay. window in new school house, bears N. 40° E.,
distant 171 feet.

Distant mark: Three hundred feet north of station, a limestone post
30 by 6 by 6 inches, set 30 inches in the ground, having a copper bolt
cemented in its top.

Resident referee: County clerk..

*41—T. S.
APPENDIX I

ORGANIZATION AND PERSONNEL OF THE SURVEY.

(623)
624 PROGRESS REPORT

ORGANIZATION

The United States Geological Survey was organized originally to
carry on work in geology, but it was found necessary to precede such
work in a district with a topographic map, and from this necessity and
other demands of extended character the topographic work has grown to
its present extensive organization and efficiency. Six branches constitute
the Geological Survey, as follows:

Geologic Branch.
Topographic Branch.
Water Resources Branch.
Technologic Branch.
Publication Branch.
Administrative Branch.

The present work of surveying and mapping Ohio is carried on by
the Topographic, Publication, and Administrative Branches.

The Topographic [Branch has been subdivided variously at times
during the past, and is at present under Mr. R. B. Marshall, Chief
Geographer, subdivided into four divisions, the Atlantic, Central, Rocky
Mountain, and Pacific. The work in Ohio falls under the Central Di-
vision, of which Mr. W. H. Herron has charge, and is under the more
immediate supervision of Mr. J. H. Jennings, Geographer. Mr. Jennings
and other experienced topographers have charge of parties made up of
levelmen, traversemen, sketchers, and assistants, detailed to the vamous
quadrangles under survey.

The primary horizontal and vertical control is usually executed inde-
pently of the topographic parties under the supervision of specially
trained men for that purpose, in the manner described in the article on
methods of surveying.

All these positions are filled by civil service regulations, and the men
are all therefore well trained for the work.

The Washington office maintains a shop for repairing its own instru-
ments, this cost being prorated to the work.

The Publication Branch through its division of engraving and print-
ing puts out the maps in their final form. No charge is made to the State
for the work of these divisions.

The Administration Branch embraces an executive, and an account-
ing division, which render service in this State in furnishing supervision
and in examining all the vouchers for expenses of carrying on the work.

Any one especially interested in full details of the organization can
procure, free of cost, a copy of the annual report of the Director of the
U.S. Geological Survey, by addressing him at Washington, VD. C.
TOPOGRAPHIC SURVEY. 625

The personnel of the Survey is subject to yearly change in this State.
The names of those who have engaged in the primary control and topo-
graphic sketching of a given quadrangle are printed on each sheet,
together with the names of the Director and State officials in charge at
the time of the survey. The personnel of the Survey for 1903 and 1907
was as given on the next two pages. The Survey was reorganized at the
beginning of the year 1908, as shown on a following page, under which
crganization it is at present working. The lists include those members
of the national bureau, who have been concerned with the survey of
Ohio.
626

PROGRESS REPORT

PERSONNEL OF SURVEY, 1903.

DIRECTOR

Honoras_e CHarLes D. Watcort.

SECTION CHIEFS

H. M. Witson, Geographer, in charge of Eastern Section.
Joun H. RensHawe, Geographer, in charge of Central Section.

PRIMARY CONTROL.

8. S. Gannert, Geographer, in charge of Division of Triangulation.

A. H. Toompson, geographer
W. T. Griswoup, topographer
Gro. T. Hawkins, topographer

Stepce Tatum, topographer -_-------
E. L. McNatr, topographer _.-------
D. H. Batpwin, topographer -_-------
J. R. Exxis, assistant topographer

C. B. Kenpatu, field assistant

CONTOUR

ANDERSON, C. G., field assistant.
Bess, E. C., topographer.
Brrpseyre, C. H., field assistant.
Buair, H. B., topographer.
Burk.ianp, A. O., field assistant.
Cor, Roser, assistant topographer.
Cooke, C. E., topographer.
Cummin, R. D., topographer.
Doxz, Bast, topographer.
GoopDLoveE, C. W., topographer.
Grirrin, W. H., topographer.
GRISWOLD, W. T., topographer.

SKETCHING.

Hackett, Mrerriiy, topographer.
Hau, W. C., topographer.
Hannecan, Duncan, topographer.
Jounson, H. L., topographic aid.
Lioyrp, W. J., topographer.
McCoy, J. T., field assistant.
Mannina, Van H., topographer.
Morri.u, W. N., topographer.
Monn, M. J., topographic aid.
Mounror, Hersey, topographer.
SADLER, C. L., assistant topographer.
Ty ter, Nat., JR., topographer.

Division of Triangulation
Division of Triangulation
Division of Triangulation
Division of Triangulation.
Division of Triangulation
Division of Triangulation
Division of Triangulation
Division of Triangulation
TOPOGRAPHIC SURVEY. 627

PERSONNEL OF SURVEY FOR 1907.

DIRECTOR

GEORGE OTIS SMITH.

DIVISION CHIEFS

Frank Surton, Geographer, in charge Atlantic Division.
J. H. Jennines, Topographer, Assistant to Geographer.

PRIMARY CONTROL

3.8. Gannerr, geographer -.-------------------------------- Computing Section
D. H. Batpwin, topographer __------------------------------- Computing Section
C. B. Kenpatt, assistant topographer_-_--.--------------------- Computing Section —

TOPOGRAPHIC MAPPING

J. H. Jennines, topographer. W. H.S. Morey, assistant topographer.
R. C. McKinney, topographer. W. H. Monauay, junior topographer.
R. D. Cumman, topographer. R. C. Szrrs, junior topographer.

C. W. GoopLovE, topographer. W. H. Lovett, field assistant.

J. M. Wurman, topographer. I. M. Fiocker, field assistant.

J. S. B. DaIncERFIELD, assistant topographer.

INSPECTOR OF TOPOGRAPHY.

Joun H. RensHawe, Geographer.
628 PROGRESS REPORT

PERSONNEL OF SURVEY FOR 1908.

DIRECTOR

GEORGE OTIS SMITH.

CHIEF GEOGRAPHER

R. B. MarsHa.t.

GEOGRAPHER IN CHARGE CENTRAL DIVISION

W. H. Herron.

PRIMARY CONTROL

E. M. Dovueuas, geographer _-__-_____-_-__-_--_--_--------------- Computing Section
D. H. Batpwin, topographer ___--_-_------------------------ Computing Section
C. B, KenpaLu, assistant topographer _---------------------- Computing Section

TOPOGRAPHIC MAPPING

J. H. Jenninas, geographer. C. D. 8. Clarkson, assistant topographer.
Joun H. RENsHAWE, geographer. CuHaRLEes HARTMANN, JR., ass’t topographer
C. W. GoopLoveE, topographer. Frep Grarr, Jr., assistant topographer.

A. O. BurKuanD, assistant topographer. Oscar H. Ne.son, junior topographer.
H. H. Hoperson, assistant topographer. J. A. Duck, field assistant.

INSPECTOR OF TOPOGRAPHY.

Joun H. Rensuawe, Geographer.
INDEX,

629

INDEX TO APPENDIX E.

(By Quadrangles.)

To be used in connection with map showing Horizontal Control (Red map at

back of this report).

Positions within a given quadrangle are given on pages as listed in the follow-

ing index, although the quadrangle name may not occur on those pages.

It should

be remembered that figures giving latitude and longitude are themselves an index.
Where a line lies close to the margin of a quadrangle, look also under the adjacent
quadrangle for additional available positions.

 

A
ABPOR 6 yy0n ptussoeuann 178, 248, 244, 248, 249
AU BOD aie se since ievansexs 199, 240, 241, 249
Alliance ....... o 172
ANGOVEL 20... eee eee eee 283, 234, 235

SUA a cet es ane wane a
Arlington .

-a(See Appendix D)
ae 196, 197

  

ASRIOWE cy cekaa sieeaxeicckten -185, 353
Ashtabula .............. ote 288:
Athalia........... (See Appenaix D)
Athens .... - 861

 

Bainbridge ......4.
Batavia . Aahodiate
Bellefontaine .......
Bellevue .......

 

 

 

 

 

   

Berne je. sccis<. 2 siege see Lage
Bidwell siaiee-s.utacce dese uaa deed ba Sate ate
Blanchester .. +177, 237, 238, 239, 383
Bluffton ......... -.197, 198, 249, 250
Bowling Green... sipiateeebtts - 181, 196, 311
Brinkhaven ............... 291, 347, 348, 349
Bristolvlle ccvisawces ses 235, 236, 251, 252
Brookville .... sane213, 221,225, 226, 229
PPR cncnkws coms 189, 190, 280, 281, 282
Bucyrus .4 «cence eivesas 208, 204, 320, 321, 822
Butlet 4 s4ieseaesovsivensa b9O, 191, 282, 983
Cc
CAOIZ ad se shiview wg eeawacdass (See Appendix D)
Caldwell ............. 284, 364, 365, 366, 367
Cambridge ..... did telocbaa lata aun fs seinle tcl 284, 301
Canal Dover. .......5.....++..-+-327, 328, 329
Canton: .iciss% -175, 176, 328
Cardington bese os asees 204, 205
Carrollton ...........- “172, 176, 264, 326, 327
Celina ........... ..214, 215, en 422
Chagrin Falls. eas oe smitten TO, 244
Chardow 6 sens ances “176, 234, oe, 246
Chesterhill.. ” i See Appendix D)
Chillicothe. agin os

«252, 258, 254, 256, 256, 257, 341, ‘378
Circleville . 2, 253, 334, 335, 336, 337, 378
Clarington, « - ..(See Appendix D)
Cleveland ... ees ..172, 244

 
 
  

Columbiana 2... cece eee eee cee eeeee 257
Columbus Grove.... ..199, 250, 400, 401
Conesville ..... cece eee eee . 285

 

  

COnNCaUt: x c'ss2 veos cakecies haere deed eccs WBS
Continental ..............0005 1-192, 286, 400
Coshocton ... sees 287, 856, 357, 858
Covington see e+ +229, 416, 417, 420, 421
Cum bean 330.6 xo sea x sec sielat ge enwile scare 288, 305

Dayton ..212,213, eee 221, 222, 225, 413, 415
Decatur ss : sere 406, 407, 408

  

Defiance ... ..189, 198, 288
Delaware . "179, 194, 201, 204, 205
Delphos ina nvoee id dieneotaaetcans 399, 400
Deshler .1938, 198, 251, 289, 303
Dublin ...4...........179, 183, 194, 201, 205

East Cincinnati... ..177, 210, 885.

 
  

 

 

Hast Columbus cana cc agua seid ssanis 314, 316
OAS): LADGIE Rc ¢ once ening nue P¥RE HS been een 183
Baton ........ +1223, 224, 227, 370, 371
BOCES! Sich Waa CoRR ORS o hoes doe Vener de 290
Elmore aa veete. edie area ‘ -1 181
Era .........178, 194, 201, 265, 266, 334, B17
F
BINGO G see ecneigc se sieboad 181, 182, 193, 196, 289
Flushing........... ..(See Appendix D)
BOlL ROCOvery cs wicces vere yew (sraiiehe Brae 232,422
Fostoria .........6. --180, 181, 196
Frazeysburg ......... ‘290, 291, 292, 293, 349
Fredericktown ..........ccee ccs eere aes 294
Fremont ....... cc cee ects ween eens esl 95, 206
G
Garrettsville ...........05 176, 245, 252, 258
Georgetown .... eee devin vee 897
Glenwood.............405 “(See “Appendix D)
Granville ...0...........+-200, 298, 294, 295
Greenfield .............. a eGi 380, 381
Greenup ............. 259, 260, 271, 346, 402

Greenville ............218, 214, 229, 230, 232

ERA Sw UG Aas MOE RES LEGG BETH 209
389, 390, 391

Hamilton
Hillsboro
630

 

 

  

INDEX,
I oO
Tronton oo... cee eee ee eee ee eee eaeessees 259 | Oak Harbor. ..170, 206
Oakhill 5 270, 343, 844, ‘345, 346, 408, 404
J Oberlin ....... sees 208
OCta. sasicsees 177, 202, 217, 220, 375, 376
JACKSON... ae 278, 341, 342, 343, 402,403 | Ottawa .. 192, 193, 199, 250, 251, 302, 303
Jefferson . «233, 234, 235, 236, 261 | Otway ......... we aioe ..271, 272, 396
Jeffersonville. ..............-.-..(See Octa)
¥
K
A Parkersburg.........+00. (See Appendix D)
Keno. ........++..-++-+.--(See Appendix D) | Paulding ......... 191, 192, 215, 286, 303, 406
Kent 66.04 sesexcoes tases vl 72,173, 175, 244 Peebles ae . 896
Kenton .....0.00 eee eeeee182, 183,197,199 | Perry ...5. ices cece cee rete cteace . 233.
Kimsman . cs. cseeeee eens eee oe 2O4, 260, 261 POPOV con sew eas ees .350, 353
PHI ws oes 55 2 os 058 304, 305, 306, 307
L PIKCtOD: 25a sto arose SR eSs aeee wee 275, 276
Ee seers ..(See Covington)
Lancaster --809, 336, 337,338 | Plimpton 1185, 849, 350, 351, 352
Larue ..... 5 ..180, 194, 195,197 | Point Pleasant. .. (See Appendix D)
Laurelville "353, 254, 338, 339, 340, 341, 342 | Pomeroy ..........- nlsies Peper D)
Lebanon. Portsmouth .......0.. 0666+ aneeene eee
177, 208, "309, 223, 238, 383, 384, 386
Liberty ae bite Uae LR AER RARARIR TIER AEE 371 R
Lima . ce. cece eee eee eee 199, 240, 398, 410
Lisbon ........++++.+-257, 262, 263, 264, 265 | Ravenna .................172, 176, 267, 268
LOGAN’ success cess - 295 Ravenswood...............(See Appendix 1)
London ... 194, 211, 212, 216, 247 | Richwood .......:.. cee eeee eee e eee 1.183, 194
Loramie “231, 232, 410, 411, 418,419 | Roxabel ............--201, 265, 266, 378, 379
Lynchburg ..... cee ccceeee wees 238, 387, 388

M

McClure ......-..

% .198, 296, 311
McConnelsville

_ 306, 367, 368, 369, 370

 

Macksburg......... ..(See Appendix D)
Manetield ysis esses seus vc bBS, 322,329, 324
Mariettals een seein css pie Appendix D)
MAriON: wuss ss ieee es Boaess ..179, 195, 204
Marysville ........ se --183, 194, 216
Mason ......-- - 208, 209, 223, 385
Massillon ........0. ..173, 175, 330, 331
Maumee Bay....... ee. cece eee eeee 170,171
Medina ....c0+ e195 saves T4, 184,242, 243

 

  

MEORUGE «sade ox 6 805% ..244, 245, 246
Miamisburg .......++. ryermce Oy Bed
Middletown..... whtee Miamisburg)
Millersburg ...... “174, 185 5, 333, 354, 355, 356
Montpelier ......-. waren vere 296, 297, 298
Mount Gilead. ............55 204, 320, 321, 322
Mount Sterling. ....

satay eetie es i178, 194, ‘201, 202.2 216, 265, 377
Mount Vernon. é . 859

Napoleon ........0ee ene . 198, 199, 315
Navarre ....... ‘i "230, 331, 332, 333
Newark .........- "298, 299, 300, 312, 313, 349
New Comerstown. . 301, 332, 357, 358
New Lexington.. 802, "359, 360, 361, 362, 363
New London... aio - 184, 186, 207
New Martinsville. nyse aE (Sea Appendix D)
New Matamoras............(See Appendix D)
Norwalk .....184, 185, 186, 207, 324, 325, 326

 

 

s

St. Clairsville. .(See Appendix D)
St. Heury.. 214, “229, “930, 231, 232, 408, 422
St. Marys......... .- (See Appendix D)
RaviNe. cascade enue “177, 237, 239, 381, 382
Salimeville « sosesev0s veae sevens bT2, 263, 264

 

 

Sandusky ..--........ 0008. --207, 326
SOCIO) sssii ses g sain paacearard oe (See Appeadiz D)
Scioto . -260, 269, 270, 271, 346, 401
Siam ve eee e208, 325
Sidney - 240, ‘411, 417, 419, 420
SME achat isco ie (ais SAR aOR ww NS 191, 406
South Charleston...... 212, 216, 217, 218, 247

. 898, 408, 409, 410

22,2 217, 219, 220, 247, 373
.-(See Appendix D)
..189, 307, 308

(See Appendix D)
“187, 188, 198, 310, 311

Spencerville ....
Springfield ..
Steubenville.......
Stryker ..........-.
Summerfield. .......
Swanton ......

Sycamore ..... eee eee +-195, 204
T

Thornville ..cccsccsencce se cece cveeB12, 318

Thurston ......0eeee eevee eeees l4, 315, 316

Tiffin ..195, 196

Toledo 2... ee eeeeeree eeeeeL 70, 171, 181, 187
Troy . occ. ec eee ee e222, 412, 413, 414, 420

U

Onlon Cl tyes vine ve ba tare. seesaw tae Gabe 232
Urbana «ete acn ene 415, 416
Uhrichsville. . : (See "Appendix D)
Upper Sandusky. caeinibate nas 180, 195, 196, 197
INDEX.
Vv West Union..
AVIRCSMNS ys ccac evens
Var, Werly p61 2 neater eanndeeaawe 215, 404,405 | Wilkesviile ........
Vermilion sedtasnavedl 0, 207, 208 | Weedsheld . coca os ss
Woostel? : csaiesgaseeee
Ww
Warren . 262, 267, 272, 273, 274, 279

Wauseon .............188, 189, 198, 308, 317
Waverly ........-268, 275, 276, 277, 278 ,344

Waynesville pitadges dad eese223; 372,073)
Wellington ............184, 186, 207, 208, 242
Wellsville. .........

West Cincinnati......
West Columbus...
Westerville eet
West Manchester.............5.

West Salem. ......4...-......+.174, 185, 186

  

 

Xenia ............

Youngstown

Zaleski ....... oe
Zanesville .......4-.

631

3897
«..+...(See Appendix D)
. +++... (See Appendix D)
.. (See Appendix D)
3 (a wteoeh TBy ATS, Bad

 

x

«+ +-220, 2387, 378, S74, 875
Ys

evennes B18, 2TH, 270

we - 339

318, 319

 
632

INDEX.

INDEX TO APPENDIXES F AND G.

(By Quadrangles.)

To be used in connection with map showing Vertical Control (Blue map at

back of this report).

Where the bench mark sought occurs near tbe edge of a quadrangle on the
map showing Vertical Control, refer in the index to the adjacent quadrangle also.

A

revere e493, 444, 601,608
teeeeee eens 4058, 459, 606
. 445)

AVOM. Stealers otice ieee
Alliance

Andover ......
Antrim ....... 552, 553
Arlington .... aes Stes paravesrdaandeydn aauahaiye, wee O,
ANSI, seise deaaty onan a cena Mn ack adh acne
ASITADUNE: sesccalasictene sigs He cdas stately aneeind
ACOA a6 Song pega tas KW eTR TERE EES
Athens . 481, 482, 588

   

oe
a
-

EPS EU ARV GT. <ccayeee date a teeny ouist eas Wes sausad Gide bgt
Bellevue . eta eas.
Be peas sass dev ened snes o 907s
Bidwell ........ Creat
Blanchester gsc: sue seria 0 53
BIW: cise S354 eo anes yeeros tee aD
Bowling Green........4%
Brinkhaven
DBEIStOlVabe sss. sitecs vs sees seers gine
Brookvale: yo 05's jears ees ag eal ivie's ne ga

 

COE: aide side's + 2 4 eeieans PRAMAS OOS F
Caldwell
CADIDETO BE? ona caine Hts: serecaues ast de
Canal Dover..............5

WANTON. ccccais aacaie cparscetass toiaKd Sey sat
Cardington ......... Lemay Git las aR Soleus
Carrollton ....... sae 5
CHABTIT TPQ S wees visit dace ousoasste LA bkad oleae
ROTO Sunt aderns Banas Cayman ade ase

Chester HAM si iccis ssc ceines
Chillicothe ....... 429, 431, 482, 493, 494, 589
Circleville .. Bedarae i Dsses ssoace wABDs DOF
Clarington ..
Cleveland
Columbiana .....
Columbus Grove..
Conesville .......
Conneaut .....
Continental

 

    
   
 
 

 
 

27, 442, G00, 601
seas 455, 456

oe ap 8 4,525, 592
tag tena ¢ cays <eD60; SEL
wees eee 440, £41
- A387, 528, 529, 582
Coshocton .... shes +++ 063, 578, 579
COVMNE LOD. a cstennnteaiietirn Bis baleataa 581, 582, 593
Cumberland ..............6....054, 555, 565

Dayton oa sig eas ve setiee de pc
Defiance
Delaware
Delphos sothiaha teste
Deshler” 2 gaia eats oe <
DUN. « ge scisesvseg«

» 532, 594, 5f
437, 438, 5
+e eee 06, 5
a+ -529, 583, 584
-522, 523, 591, 613

teens We an aeeee

 

  

 

 

 

BE

East Cincinnati.........
East Columbus...... .432, 483, 434, 496
HALOG uses cecccucs ga ieg yo eas O42, OT2, OTE
BIMO?EG! 4084 «ates os Se emawev aes ova ¢ 0512, 513
TRE. nse ook bows DPR de od 533.
TEMG) 5.5 scd tice aeeisiettng tere eceiven ac b24.acisae oy GED

wee 545, 589, 598

  

 

Findlay 513, 514, 613
Flushing nivatian hte Care OSU
Fostoria gieedievasit'g cosas DLO, O12, B13:
Frazeysburg ......+0..+. e-2+-+ 498, 567, 568
Fredericktown ....5. ese cece eee seers eee DOO
PreMONE 5 4 scanss Mewes Sees 4 aoa ews

 

alt

Garvettsville, ccsisccvcwe crane tas eo deewes
GlONWO0Ed, ¢ s cassie seewses < core gigerare te oe
Granvillé: + cescekov dss cues ave Ravens
Greenfield 2... .e. cece eee ec ec ene es
GreeMUD: esis wecace ie roie care S tire aon eet
Greenville: vi sewdis sien 4G serndeeeesled4

 

 

Hamilton 2045, 946, 597

Tronton - 492

-490, 589
430
534

TACKSOD, avaevce eee cease eee rete
JORERSON <6 css ce tes eee eee ania eee a:
Jeffersonville .......-. CEOS Fs: RECTAN ET

K

TONG « vet o's canes Abs deeds wer eee OT, BSB, COS
Ment suacvacseisa es nese saves 42T, 428,415
Kinsman ...... cece ee eee cee eo A50, 451

 

Lancaster sasds.e acacos oes g ob cosas
Laurelvill€ «a caoiiewses oactaws tes
Lebanon .........5-

TAMA as 6 ois acess

TASDON) 5.2. srg a5. Seiniareiecaisar-aps

LOBOD i ciee satiny wie nies
TGONGOW. <.sw i ier, he hee eRe
Loramie ....
Lynchburg .

+5038, 504

 
INDEX.

MeECIUES: <.c504 ceey ne bys cer vans 488, OG, SOL
McConnelsville a femal 557, 558
Macksburg Odes arabes .476, 477, 478
Mansfield ............. 004. 467
Marietta: sce occu eae a ne es iseanse AT9
Marion: asieces oe neues eaes wees D16, 517
Marysville . 0... ccc cc cee cee rete eee 506

  
 
 

 

 

  

Mason ........ . 546, 547, 589, 596, 597, 598
Massillon ..........+++.++.+-+--461, 608, 614
Mamice: Bay... as6.cesi 2 donde icone bowen 510
Medina .. ngecoaanes , 464, 609
MOMEOR cote so bieiais where eecennie 445, 446
Miamisburg ......... 0... 0.005 595, 596
Middletown .......4. (See Miamisburz)
MWC SPURS: 4 wise. cia cacetsg oa alae Ssstew anata 580

 

Mount Sterling. .....................055, 554

 

 
 

N
Napoleon 2.06. csensvee cree wseeaes 488, 527
Navarre wees 462, 614, 615
Newark .......ecee ec eeeee . 498, 499
New Comerstowa. sus gungeieca ieee "'565, 566, 579, 580
New Lexington.......- 569, 570, 571
New London............---464, 465, 609, 610
New Martinsville. .....-.. 0+ ee eee eee 475

 
 

New Matamoras ae sasurcas, AMS.
Norwalk 22... cee ee ete eee 609, 610, 611

Oak Har bOlsis jc can sakes s ase 48 ae JO
Oakhill eae stapes eedrewee ene s
Oberlin ieteale Tater aden mig
OCA. bvead hee woes (See “Jeffersonville)
OUAWE: cocdén shee Sew wide S 436, 437, 528, 592
Otway ics nans saswnwtecseneeo dt areaasetin 230

  

 

P
Parkersburg .......-. 000-202-479, 480, 588
PSU os ada n vas wRa RED FA a EER AIRY BETTS 446
Perrysville weve 467
Philo - "435, 558, 559, 564, 565
PikCtON. «6.3. seeeseis ones ..430, 602
Piqua ..succeee ee eeee sat See: Covington)
Point Pleaaant, piesa
Pomeroy
Put-in-Bay

R
Ravenna

Ravenwood .......++
Richwood ..--
Roxabel . oc... ccc eee eee eee eee eeeee

St. Clairsville... 6... cece eee eet
St. Henry........--

 

 

 

 

Ge AIALY Sinciandeieatnaa Mais ans aren

  
 
 

Salineville
Sandusky shaman’
SC1O! aici sista wie aeaierhioateaicats
SCiOto coves vdeeraciees
SLAM oe... asiisve sinnsviaracasennre a0 acs seaplane
SIMMER ei visie is Garena wlan ecotds
South Charleston..........
Spencerville ..............
Springfield

Steubenville shee ews
Summerfield .........-.. 0005
Swanton

  

   

SY CADLOUG saad idee ia ase eas ere

THOENVAMG ~ since Svc eG.a.ciergie eve
Thurston

 

Tiffin . wae
Toledo Jina @ as ,
TLOYS  iacatc distant "1534,
U
Uhriechsville .......... 548, 566,

Upper Sandusky......

633

weeee ATS
. 469, 470
..514, 515
. 472

430, 491, 492

: Git

. 517, 518

-435, 500, 501

. 434, 501

. 518, 612

. 509, 590
586, 593, 594

576, 615, 615
. 520, 521

Vermilion. cssnircvtinek os tees he heehee ees

WaPlGll: c-5 satel cia oe aes ctos}
Waverly ..............429, 430,
Waynesville
Wellington
Wellsville
West Cincinnati

’ ba,
West Columbus...........00005
WVESCELVING ccs cs seaaieierse ace eens

 

West Manchester.

 

Wilkesville .........- e+e eeee
Woodsfield ..-....-- e045

Wooster .......0--- "461,
“x
Xenia
Y

YoungstOWn . ccs ce eeee en eeees

DFaleski cc. cc ceevcececcreecveree
Zanesville ...csceevesecvceeccevs

 

 

454, 606, 607

, 494, 495, 602

595
. 464, 609, 610

. 468, 469
589, 599, 600
waves dia eies 497
aeieear alan 506

eevee cess D4], 542, 573
WestSalemin son's iccinticaw.awiea cg aies $48 Kae
WHOCIID Biles sic searing angie sae ee gia 47

466
ie 473, 548
..485, 589
474, 475
462, 608, 609

454, 606, 607

484, 485, 558

435, 568, 569
hie 7s
eon
ah
tai i
soe

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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