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 THE PORT OF ALBANY 
 
 AND PORTS ON 
 
 HUDSON RIVER, NEW YORK 
 
 Port Series No. 6 
 Revised 1979 
 
 WITHDRAWN 
 
 University of 
 
 "^nai* Litarar. 
 
 at Ur^ana-Chairi: 
 
 CORPS OF ENGINEERS 
 U.S. ARMY 
 

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 .\096 
 
CORPS OF ENGINEERS 
 U. S. ARMY 
 
 PORT SERIES No. 6 
 REVISED 1979 
 
 THE PORT OF ALBANY 
 
 AND PORTS ON 
 
 HUDSON RIVER, NEW YORK 
 
 p£? 
 
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 PREPARED BY 
 THE BOARD OF ENGINEERS FOR RIVERS AND HARBORS 
 
 UNITED STATES 
 GOVERNMENT PRINTING OFFICE 
 WASHINGTON: 1979 
 
 For sale by The Board of Engineers for Rivers and Harbors , 
 Kingman Building, Fort Belvoir, VA 22060 Price: $4.75 
 
Ill 
 
 CONTENTS 
 
 PORT AND HARBOR CONDITIONS : 
 
 Location and General Description,, o ...<,<> 1 
 
 Harbor and Channel Improvements 
 
 by the United States ••.••...•.•••••••.•••.••, 2 
 
 Tidal Ranges and Currents „ . „ .<>•.• » « o <> 4 
 
 Anchorages . „ o • <> • • « 5 
 
 Bridges . . . ... „ .... „ . . . . » „ 6 
 
 Weather Conditions 00 «... . <> <, . <> <> • • • • « 9 
 
 PORT AND HARBOR FACILITIES : 
 
 Piers , Wharves , and Docks „ „ .... o . <> ... » ... o <> . . o 15 
 
 Oil Handling and Bunkering. „ .... „ .... a 56 
 
 Grain Elevators . <, . <, . . . . <> a • » • . « o o . . 56 
 
 Open Storage . o <> ... ° a » .... » . 57 
 
 Hoisting Equipment - Ashore and Af loat . „ . . . . „ 58 
 
 Marine Repair Plants . , e . „ . .<,... . » . . . 58 
 
 Floating Equipment . . „ . . . „ „ o o 58 
 
 Rail Lines . . . ... . . . .... . .... » . o . . . „ o o . . D 59 
 
 ILLUSTRATIONS : 
 
 Selected Views of Waterfront Facilities. » ... « » 11 
 
 LIST OF TABLES : 
 
 Channel Depths . . o o . . o . » » .... » .... o .... „ » 7 
 
 Bridges over Hudson River Between Mouth 
 
 and Waterf ord . o o . . » o . o o o . o . 8 
 
 Meteorological Data . . . . . o « « . . » 10 
 
 Summary of General Cargo .... » . ■ . . . « ....... . 16 
 
 Purpose for which Used . „ 17 
 
 Piers , Wharves , and Docks 19 
 
 Oil Handling and Bunkering. . .... „ „ . . .... „ ... „ 60 
 
 Storage Warehouses . „ 62 
 
 Marine Repair Plants . . o . ,„ = . . . o 63 
 
 Marine Railways . . „ . e ... .... „ 64 
 
 INDEX OF PIERS , WHARVES , AND DOCKS . . . Q . . „ . . „ . 65 
 
IV 
 
 LIST OF CURRENT REPORTS 
 
 PORT G.P.O. 
 
 SERIES SALES 
 
 NO. PRICE 
 
 1 The Ports of Portland and Searsport, ME, and Portsmouth, NH, 1976 $ 3.25 
 
 3 The Port of Boston, MA, 1979 4.75 
 
 4 The Ports of Southern New England, 1976 
 
 (Providence, RI ; Fall River, MA; New London, New Haven, 
 
 and Bridgeport, CT) 4.00 
 
 5 The Ports of New York, NY and NJ, 1978 10.50 
 
 6 The Port of Albany and Ports on the Hudson River, NY, 1979 4.75 
 
 8 The Ports of Philadelphia, PA, Camden, NJ , Wilmington, DE, and 
 
 Ports on Delaware River, 1978 7.00 
 
 10 The Port of Baltimore, MD, 1978 4.25 
 
 11 The Ports of Hampton Roads, VA, 1971 
 
 (Norfolk, Portsmouth, Chesapeake, Newport News, and Hampton) 4.60 
 
 12 The Ports of Wilmington and Morehead City, NC, 1970 2.30 
 
 13 The Ports of Charleston and Georgetown, SC, 1970 ** 
 
 14 The Ports of Savannah and Brunswick, GA, 1972 1.80 
 
 15 The Port of Jacksonville, FL, 1978 4.50 
 
 16 The Ports of Miami, Port Everglades, and Palm Beach, FL, 1972 2.70 
 
 17 The Ports of Tampa and Port Manatee, FL, 1979 5.00 
 
 18 The Port of Mobile, AL, 1979 4.75 
 
 19 The Ports of Panama City and Pensacola, FL, and Pascagoula 
 
 and Gulfport, MS, 1979 6.50 
 
 20 The Port of New Orleans, LA, 1970/77 4.50 
 
 21 The Ports of Baton Rouge and Lake Charles, LA, 1979 * 
 
 22 The Ports of Port Arthur, Beaumont, and Orange, TX, 1969 : 2.00 
 
 23 The Ports of Galveston and Texas City, TX, 1979 4.75 
 
 24 The Port of Houston, TX, 1979 * 
 
 25 The Port of Corpus Christi, TX, 1978 4.25 
 
 26 The Ports of Freeport , Port Isabel, and Brownsville, TX, 1969 2.00 
 
 27 The Port of San Diego, CA, 1978 4.25 
 
 28 The Ports of Los Angeles and Long Beach, CA, 1979 4.25 
 
 30 The Ports of San Francisco and Redwood City, CA, 1974 2.25 
 
 31 The Ports of Oakland, Alameda, Richmond, and Vallejo, and 
 
 Ports on Carquinez Strait, CA, 1974 4.60 
 
 32 The Ports of Sacramento, Stockton, Pittsburg, and Antioch, CA, 1975 3.15 
 
 33 The Ports of Coos Bay and Astoria, OR, and Longview and Vancouver, WA, 
 
 and Ports on the Columbia River, 1975 3.05 
 
 34 The Port of Portland, OR, 1974 2.35 
 
 35 The Ports of Tacoma, Grays Harbor, and Olympia, WA, 1975 3.90 
 
 36 The Port of Seattle, WA, 1975 3.50 
 
 37 The Ports of Port Angeles, Port Townsend, Everett, Anacortes, and 
 
 Bellingham, WA, 1976 4.00 
 
 38 The Ports of Anchorage, Nikiski, Whittier, Seward, Valdez, and 
 
 Ketchikan, AK, 1976 3.50 
 
 41 The Port of Buffalo, NY, 1971 2.15 
 
 42 united States Ports on Lake Erie, 1972 
 
 (Erie, PA, and Conneaut, Ashtabula, Fairport Harbor, Lorain, 
 
 Huron, and Sandusky, OH) 4.40 
 
 43 The Port of Cleveland, OH, 1970 ** 
 
 44 The Port of Toledo, OH, 1972 1.15 
 
 45 The Port of Detroit and Ports on the Saginaw River, MI, 1972 3.20 
 
 46 The Port of Chicago, IL, 1975 3.80 
 
 47 The Port of Milwaukee, WI , 1972 2.10 
 
 48 The Ports on Lake Michigan, 1973 
 
 (Green Bay and Manitowoc, WI; Muskegon and Escanaba, MI; and 
 
 Indiana Harbor and Burns Waterway Harbor, IN) 4.45 
 
 49 The Ports of Duluth, MN, and Superior, WI, Taconite Harbor, 
 
 Silver Bay, and Two Harbors, MN, and Ashland, WI, 1974 2.25 
 
 50 The Ports of Hawaii (Honolulu, Hilo, Kawalhae, Kahului, 
 
 Nawlliwili, and Port Allen) , 1969 ** 
 
 ♦Under revision. 
 **Stock exhausted. 
 
 NOTE: Copies of the Port Series may be obtained by ordering directly from the 
 
 Board of Engineers for Rivers and Harbors, K i n^.tn.-m Itul l<l i iif, , I'ort Belvoir, 
 Virginia 22060, at prices quoted under G.P.O. sales price. Check or money 
 
 <-r should \x- Md* payable to the Superintendent of Documents. Payment 
 la required in advance. 
 
INTRODUCTION 
 
 This report on the Port of Albany, New York and ports 
 on the Hudson River is published as No 6 of the Port Series 
 It supersedes a similar report revised in 1964, 
 
 The reports in the Port Series cover the principal 
 United States coastal and Great Lakes ports, and are com- 
 piled and published by the Port Facilities Division, Board 
 of Engineers for Rivers and Harbors, Corps of Engineers, 
 U. S. Army, Kingman Building, Fort Belvoir, Virginia 22060, 
 under authority of Section 7 of the River and Harbor Act of 
 July 19, 1918, Section 500 of the Transportation Act of 
 February 28, 1920, and Section 8 of the Merchant Marine Act 
 of 1920. 
 
 Acknowledgment is made of the valuable assistance 
 given by the District Engineer, U. S. Army Engineer Dis- 
 trict, New York; facility operators; port organizations; 
 and shipping and transportation companies in the work of 
 compiling data for this report. 
 
 Unless otherwise stated, the information contained in 
 this report was current upon completion of the field survey 
 in August 1978 . Additional revised data have been included 
 through September 1979. 
 
VI 
 
 METRIC CONVERSION TABLE 
 
 Section 3 of Public Law 94-163, the Metric Conversion Act 
 of 1975, declares that the policy of the United States shall 
 be to coordinate and plan the increasing use of the metric 
 system in the United States. 
 
 As an initial step, in accordance with the Metric Conver- 
 sion Act of 1975, this Metric Conversion Table is included in 
 this Port Series Report. 
 
 MULTIPLY 
 
 Inches 
 
 Feet 
 
 Miles, statute 
 
 Square feet 
 
 Acres 
 
 Pounds per square 
 foot 
 
 Tons, short 
 
 Tons, long 
 
 Gallons 
 
 Degrees, Fahrenheit 
 
 Barrels, oil 
 
 Bushels 
 
 BY 
 2.54001 
 0.304801 
 1.60935 
 0.0929034 
 0.404687 
 4.88241 
 
 0.907185 
 
 1.01605 
 
 3.78543 
 
 5/9 (F-32) 
 
 1.58988 
 
 0.0352391 
 
 TO OBTAIN 
 
 Centimeters 
 
 Meters 
 
 Kilometers 
 
 Square meters 
 
 Hectares 
 
 Kilograms per square 
 meter 
 
 Metric tons 
 
 Metric tons 
 
 Liters 
 
 Degrees, Celsius 
 
 Hectoliters 
 
 Cubic meters 
 
THE PORT OF ALBANY 
 AND PORTS ON THE HUDSON RIVER, NY 
 
 PORT AND HARBOR CONDITIONS 
 
 LOCATION AND GENERAL DESCRIPTION 
 
 The Hudson River rises in the Adirondack Mountains and 
 flows 315 miles in a southerly direction into New York Bay. 
 At Waterford, about 2.5 miles above the Federal lock and dam 
 at Troy, the river connects with the New York State Barge 
 Canal system, which provides channels to the Great Lakes' 
 port of Oswego, NY, and to improved waters in Canada lead- 
 ing to the St. Lawrence River. The Port of Albany, NY is 
 on the right bank of the Hudson River about 143 statute 
 miles north of the Battery, New York City. 
 
 This report covers waterfront facilities on the Hudson 
 River and its tributaries from the Tappan Zee Bridge, 27 
 miles north of the Battery, to entrance to the Erie and 
 Champlain Canals above the city of Albany. Tributaries in- 
 cluded are Rondout Creek at Kingston, NY; Saugerties Creek 
 at Saugerties, NY; and Catskill Creek at Catskill, NY. De- 
 scriptions of waterfront facilities located below the Tappan 
 Zee Bridge can be found in Port Series No. 5, The Port of 
 New York, NY and New Jersey, revised in 1978. 
 
 The Port of Albany is the terminus of the deep-draft 
 Hudson River project and is the river's principal port above 
 New York City. From the Atlantic Ocean to the mouth of the 
 river, vessels pass through Ambrose and Anchorage Channels 
 located in Lower and Upper New York Bays, respectively. 
 
 The Albany Port District, as established by the laws of 
 the State of New York, includes the City of Albany and its 
 lands within the Township of Bethlehem, the City of Rensselaer, 
 and all lands and waters in the Hudson River contiguous thereto 
 
 The principal waterborne commodities handled at the 
 Port of Albany in 1978 consisted of petroleum products, grain, 
 
THE PORT OF ALBANY AND PORTS ON THE HUDSON RIVER, NY 
 
 bananas, molasses, automobiles, scrap metal, and lumber. The 
 principal waterborne commodities handled at facilities on the 
 Hudson River outside of the Port of Albany in 1978 consisted 
 of petroleum products, cement, gypsum, crushed rock, sand, 
 and grave 1 
 
 HARBOR AND CHANNEL IMPROVEMENTS BY THE UNITED STATES 
 
 The existing project was authorized by the River and 
 Harbor Acts of June 25, 1910, March 3, 1925, and July 3, 1930, 
 and modified by a number of Acts , of which the latest is dated 
 September 3, 1954, and provides for: 
 
 A channel 600 feet wide from New York City 
 to Kingston and thence 400 feet wide to Albany, 
 with widening at bends; a turning basin 700 feet 
 wide and 1,200 feet long at Albany; and 2 anchor- 
 ages, one near Hudson and one near Stuyvesant, each 
 with a width of 400 feet and an average length of 
 2,400 feet, and with depths of 32 feet in soft 
 material and 34 feet in rock to a point 4,500 feet 
 south of the Parker Dunn Memorial Bridge; thence 
 27 feet deep and 400 feet wide to a point 3,200 
 feet south of the Parker Dunn Memorial Bridge; 
 thence 14 feet deep and generally 400 feet wide, 
 to the Troy Lock and Dam; and thence 14 feet deep, 
 200 feet wide, to the southern limit of the State 
 Barge Canal at Waterford; with widening in front 
 of the cities of Troy and Albany to form harbors 
 12 feet deep; and removal of the State Dam at 
 Troy and construction of a lock and dam about 2 C 5 
 miles below Waterford. 
 
 Details concerning various features of Troy Lock and Dam 
 included in the existing project are shown in the tabulation 
 on the next page 
 
PORT AND HARBOR CONDITIONS 
 
 Lock: 
 
 V-* i"Ci i W _L CI L- L 1 o • • o o o • • o • o o c • • o * o o o o 
 
 ■ ••oooooo 
 
 feeto o . 
 
 44.4 
 
 Greatest length available for full 
 
 width „ . . „ 
 
 do . . 
 
 492 5 
 
 Lift at lowest stages „ „ . . . „ 
 
 • ooooo**** 
 
 do o . o . 
 
 17.3 
 
 Depth on miter sills: 
 
 
 
 
 Upper (at normal pool level) 
 
 iooo«***o« 
 
 dO o O O 
 
 16.3 
 
 Lower (at lowest low water) 
 
 »«oo««ooo« 
 
 do o . . 
 
 13.0 
 
 Character of foundation: Rock. 
 
 
 
 
 Kind of dam: Fixed. 
 
 
 
 
 Type of construction: Concrete e 
 
 
 
 
 The plane of reference is mean low water from New York 
 City to the head of the 32-foot project (below Parker Dunn 
 Bridge) ; and lowest low water for the remainder of the project. 
 
 Tarrytown Harbor: A channel 12 feet deep, 250 feet 
 wide along the wharf front; and northerly and southerly 
 connecting channels 12 feet deep, 150 feet wide, from the 
 wharf front to deep water in the Hudson River, total length 
 about 1.0 mile c 
 
 Peekskill Harbor: A channel, 10 feet deep, 100 feet 
 wide, from deep water in the Hudson River north of the village 
 to deep water south of it, generally following the contour 
 of the shore, total length about 1„8 miles. Two turning 
 basins, 10 feet deep, 200 feet long by 150 feet wide, in front 
 of the lower and center wharves. 
 
 Wappinger Creek: A channel, 8 feet deep, 80 feet wide, 
 from Hudson River to 200 feet below the lower falls, total 
 length about 2.1 miles. 
 
 Rondout Harbor: A channel, 14 feet deep, 100 feet wide, 
 from deep water in the Hudson River to the highway bridge, 
 1.3 miles above the mouth, thence 12 feet deep, 100 feet 
 wide, to 3.5 miles above the mouth, with widening at bends, 
 total length about 3.5 miles. Two parallel dikes 350 feet 
 apart, and a branch dike at the channel entrance. 
 
THE PORT OF ALBANY AND PORTS ON THE HUDSON RIVER, NY 
 
 Saugerties Harbor: A channel, 12 feet deep, 200 feet 
 wide, from deep water in the Hudson River to the steamboat 
 wharf in the village of Saugerties, total length about 0.8 
 mile. 
 
 CHANNEL DEPTHS 
 
 Project depths, controlling depths, and dates of 
 survey for the various portions of the Federal channel 
 serving the Port of Albany and ports on the Hudson River 
 are given in the table on page 7. 
 
 TIDAL RANGES AND CURRENTS 
 
 The tides in Hudson River are affected by freshets, 
 winds, and droughts. 
 
 The mean range of tide is 4.5 feet at the Battery, 
 3.7 feet at Yonkers , 2.8 feet at Newburgh, 3.1 feet at 
 Poughkeepsie, 3.7 feet at Kingston, 4.6 feet at Albany, and 
 4.7 feet at Troy. 
 
 The currents in Hudson River are influenced by the same 
 variables that affect the tides. The times of slack water 
 and the velocities and durations of flood and ebb are subject 
 to extensive changes; the times of strengths are less likely 
 to be affected. The currents usually set fair with the 
 channels except in the vicinities of bends and wharves. 
 
 Velocities of currents are 1.5 knots flood and 2.3 knots 
 ebb northwest of the Battery, 1 6 and 2.2 knots at George 
 Washington Bridge, „ 9 and 1.1 knots at Newburgh, 1.1 and 1.2 
 knots at Poughkeepsie, 1.3 and 1.6 knots at Kingston, and 
 0.3 knot flood and 0.8 knot ebb at Albany. Near Troy Lock 
 and Dam, the current does not flood and the ebb has a velocity 
 of 0.7 knot. 
 
 During March, April, and May, freshets have reached 
 heights above normal high water of as much as 18 feet at 
 Albany and 25 feet at Troy Lock and Dam„ At the time of the 
 
PORT AND HARBOR CONDITIONS 
 
 larger freshets the tide may be completely masked, the water 
 continuing to rise and fall for a period of several days with- 
 out any tidal oscillation. At the time of smaller freshets 
 the range of tide is greatly diminished and the times of high 
 and low waters are somewhat delayed. 
 
 During the smaller freshets, the flood current disappears 
 and the ebb current has a velocity of about 1.5 knots. The 
 larger freshets produce an ebb current that varies from 1 5 
 to nearly 5 knots depending on the size of the freshet and 
 the stage of the tide. 
 
 ANCHORAGES 
 
 Hudson River, at Nyack . That portion of the waters 
 north of a line ranging 270 from latitude 41 05'35„1", 
 longitude 73° 54' 27", to the shoreline; west of a line 
 connecting latitude 41°05 , 35.1" , longitude 73°54'27", and 
 latitude 41°06'06 o 3", longitude 73°54'27"; and south of a 
 line ranging 270° from latitude 41°06'06.3", longitude 
 73°54'27" to the shoreline . 
 
 NOTE: The area is principally for use by yachts and 
 other recreational craft. A mooring buoy is permitted. 
 
 Hudson River, at West Point . That portion of the waters 
 of the westerly side of the Hudson River, adjacent to the 
 United States Military Academy, shoreward of a line connect- 
 ing the extreme northwest corner of the south dock with a 
 projection of land located approximately 1,575 feet north 
 thereof. 
 
 Hudson River, at Hyde Park . Beginning at a point on 
 the shoreline at latitude 41 u 49'06.5" N. , longitude 73°56 I 35 3" 
 W ; thence west to a point at latitude 41°49'06 o 5" N„ , longi- 
 tude 73 56' 42. 5" W.; thence north-northeasterly to a point at 
 latitude 41°49'12 5" N. , longitude 73°56'40.7" W ; thence due 
 east to a point on the shoreline at latitude 41°49'12 5" N. , 
 longitude 73°56'37.7" W.; thence along the shoreline to the 
 point of beginning. 
 
THE PORT OF ALBANY AND PORTS ON THE HUDSON RIVER, NY 
 
 Hudson River, at Coeymans . That portion of the waters 
 of the westerly side of the Hudson River, west of Coeymans 
 Middle Dike, north of a line bearing due west from a point 
 700 feet south of the Upper Hudson River Light No. 43, and 
 south of a line bearing due west from the Upper Hudson River 
 Light Noo 45, except for an area 125 feet wide, adjacent to 
 and east of the bulkhead fronting the Village of Coeymans and 
 Barren Island Dike. 
 
 The restricted width of the Hudson River at Albany is 
 not sufficient ^to permit vessels to swing at anchor without 
 interfering with passing craft However, in an emergency, 
 vessels sometimes anchor in midstream to await berthing 
 space. Vessels proceeding from New York to Albany frequently 
 anchor in the vicinity of Kingston, 46 miles below Albany, to 
 await daylight hours for passing the narrower channel above 
 Hudson. An anchorage basin for vessels is located at mile 
 127, just above Stuyvesant c This anchorage has a depth of 
 32 feet, a width of 400 feet, and an average length of 
 2,400 feet. 
 
 BRIDGES 
 
 Seventeen bridges cross the Hudson River from its mouth 
 at the Battery in New York City to Waterford Details of 
 these bridges are given in the table on page 8. From the 
 ocean to the Hudson River, vessels pass under the Verrazano- 
 Narrows Bridge; this suspension bridge crosses The Narrows 
 between Staten Island and Brooklyn and has an overhead, 
 vertical clearance at the center of the span of 228 feet 
 above mean high water. 
 
PORT AND HARBOR CONDITIONS 
 
 CHANNEL DEPTHS 
 
 
 
 CONTROL- 
 
 DATE 
 
 
 PROJECT 
 
 LING 
 
 OF 
 
 CHANNEL 
 
 DEPTH 
 
 DEPTH 
 
 SURVEY 
 
 
 (feet) 
 
 (feet) 
 
 
 Upper Bay to West 40th Street 
 
 45 
 
 39-43 
 
 1976 
 
 West 40th Street to West 59th Street 
 
 48 
 
 38-48 
 
 1976 
 
 Upper New York City Limits 
 
 
 
 
 to Tarry town 
 
 32 
 
 32 
 
 1968 
 
 Tarrytown Harbor Channel 
 
 12 
 
 12 
 
 8/73-3/74 
 
 Haverstraw Bay 
 
 32 
 
 31 
 
 1/66 
 
 Peekskill Harbor Channel 
 
 
 
 
 South Channel 
 
 10 
 
 6.5 
 
 5/57 
 
 Lower wharf to upper wharf 
 
 10 
 
 5 
 
 5/57 
 
 North Channel 
 
 10 
 
 8 
 
 5/57 
 
 Wappinger Creek 
 
 8 
 
 3 
 
 1971 
 
 Rondout Creek 
 
 
 
 
 To Highway Bridge 
 
 14 
 
 14 
 
 1966-67 
 
 Highway Bridge to Eddyville 
 
 12 
 
 12 
 
 1966-67 
 
 Kingston Point Reach 
 
 32 
 
 31.7 
 
 12/65-6/70 
 
 Barrytown Reach 
 
 32 
 
 31.5 
 
 12/65-3/66 
 
 Tivoli Reach 
 
 32 
 
 30.2 
 
 3/66 
 
 Esopus Creek 
 
 12 
 
 10 
 
 1966-67 
 
 Maiden on Hudson Reach 
 
 32 
 
 32 
 
 12/65-6/70 
 
 North Germantown Reach 
 
 32 
 
 31 
 
 12/65-3/66 
 
 North Germantown Reach to 730 
 
 
 
 
 yards north of Upper Hudson River 
 
 
 
 
 Light 32 
 
 32 
 
 32 
 
 8/63-3/66 
 
 730 yards north of Upper Hudson River 
 
 
 
 
 Light 32 to Albany Turning Basin 
 
 32 
 
 31.5 
 
 12/64-12/68 
 
 Turning Basin at Albany 
 
 32 
 
 30 
 
 5/66-10/68 
 
 Turning Basin at Albany to 
 
 
 
 
 4,500 feet south of Dunn Memorial 
 
 
 
 
 Bridge 
 
 32 
 
 32 
 
 5/66-4/68 
 
 4,500 feet south of Dunn Memorial 
 
 
 
 
 Bridge to Dunn Memorial Bridge 
 
 27 
 
 10.5 
 
 5/66-4/68 
 
 Dunn Memorial Bridge to Patroon 
 
 
 
 
 Island Bridge 
 
 14 
 
 10 
 
 5/68 
 
 Patroon Island Bridge to north 
 
 
 
 
 end of Adams Island 
 
 14 
 
 8 
 
 7/68 
 
 Adams Island to Troy Lock 
 
 14 
 
 8 
 
 7/68 
 
 Channel east of Adams Island 
 
 14 
 
 10.2 
 
 7/68 
 
 Troy Lock to Waterford 
 
 14 
 
 10 
 
 8/68 
 
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PORT AND HARBOR CONDITIONS 
 
 WEATHER CONDITIONS 
 
 The climate at Albany and the lower Hudson River Valley- 
 is primarily continental in character, but is subjected to 
 some modification from the maritime climate which prevails in 
 the extreme southeastern portion of New York State. The 
 moderating effect on temperatures is more pronounced during 
 the warmer months than in cold winter season when outbursts 
 of cold air sweep down from Canada with greater vigor than 
 at other times of the year„ During the warmer portion of the 
 year temperatures drop rapidly after sunset so that the 
 nights are relatively cool c 
 
 Winters are usually cold and occasionally fairly severe 
 Maximum temperatures during the colder winter months often 
 are below freezing and nighttime low temperatures frequently 
 drop to 10 or lower. Sub-zero temperatures occur rather 
 infrequently, about a dozen times a year. Snowfall in the 
 area is quite variable and over some of the higher nearby 
 areas ranges up to 75 inches or more for a season Snow 
 flurries are quite frequent during the cold months . 
 
 In extremely severe winters the Hudson River may be temp- 
 orarily closed to navigation because of ice Depending upon 
 the extent of ice conditions and the availability of ice- 
 breakers, the UoS. Coast Guard endeavors to maintain an open 
 channel to Albany to meet any reasonable demands of commerce 
 
 Precipitation is generally sufficient to serve the 
 economic needs of the region and seldom do drought conditions 
 occur o A considerable portion of the rainfall during the 
 warmer months is the result of showers associated with 
 thunderstorms . 
 
 On the whole, wind velocities are moderate. The north- 
 south orientation of the Hudson River valley has a marked 
 effect on the lighter winds so that during the warm months, 
 a south wind results . Destructive winds occur infrequently. 
 
 The Hudson River valley enjoys one of the highest per- 
 centages of sunshine that can be found in the state with 
 slightly more sunshine occurring progressively southward „ 
 The area seldom experiences extended periods of cloudy days 
 
10 THE PORT OF ALBANY AND PORTS ON THE HUDSON RIVER, NY 
 
 or smog. Occasionally, during the warm months, there are 
 
 short periods when high humidity associated with temperatures 
 
 above 85° result in rather uncomfortable conditions. 
 
 m 
 < 
 
 The information below was compiled from the records of 
 the National Weather Service Station at Albany County Airport, 
 Albany, NY, and was furnished by the Environmental Data 
 Service, National Oceanic and Atmospheric Administration, 
 U.S. Department of Commerce. 
 
 
 METEOROLOGICAL DATA FOR PERIOD 
 
 OF RECORD 
 
 
 
 
 
 
 Mean 
 
 
 Normal daily 
 
 Precipitation 
 
 Prevailing 
 
 number of 
 
 Month 
 
 /Temperature F.° 
 
 normal total 
 (inches) 
 
 direction 
 of winds 
 
 heavy fog 
 
 
 Maximum 
 
 Minimum 
 
 days 
 
 No. of 
 
 
 
 
 
 
 Years 
 
 31 
 
 31 
 
 31 
 
 15 
 
 39 
 
 January 
 
 30.4 
 
 12 5 
 
 2.20 
 
 WNW 
 
 1 
 
 February 
 
 32.7 
 
 14 3 
 
 2„11 
 
 WNW 
 
 1 
 
 March 
 
 42.6 
 
 24„2 
 
 2 58 
 
 WNW 
 
 1 
 
 April 
 
 58,0 
 
 35.7 
 
 2 o 70 
 
 WNW 
 
 1 
 
 May 
 
 69.7 
 
 45.7 
 
 3.26 
 
 S 
 
 2 
 
 June 
 
 79.4 
 
 55.6 
 
 3.00 
 
 S 
 
 1 
 
 July 
 
 83.9 
 
 60.1 
 
 3 12 
 
 s 
 
 1 
 
 August 
 
 81.4 
 
 57.8 
 
 2„87 
 
 s 
 
 3 
 
 September 
 
 73.7 
 
 50.1 
 
 3.12 
 
 s 
 
 4 
 
 October 
 
 62 8 
 
 40 o 
 
 2.63 
 
 s 
 
 4 
 
 November 
 
 48.1 
 
 31.1 
 
 2„84 
 
 s 
 
 2 
 
 December 
 
 34 1 
 
 17o7 
 
 2.93 
 
 s 
 
 2 
 
 Year 
 
 58,1 
 
 37.1 
 
 33,36 
 
 s 
 
 23 
 
Amerada Hess Corp., Roseton Dock 
 (P.W.D. Ref. No. 23) 
 
 Central Hudson Gas and Electric Corp. 
 Roseton Generating Station Dock 
 (P.W.D. Ref. No. 24) 
 
 Austin R. Newcombe & Co., Inc. 
 Oil Dock (P.W.D. Ref. No. 36) 
 
 Alpha Portland Cement Industries, 
 Cement Dock (P.W.D. Ref. No. 42) 
 
 Peckham Materials Corp., Petroleum 
 Products Dock (P.W.D. Ref. No. 47) 
 
 Atlantic Cement Co., Inc. 
 Cement and Gypsum Dock 
 (P.W.D. Ref. No. 51) 
 
Sears Oil Co., Petroleum Products 
 Dock (P.W.D. Ref. No. 52) 
 
 Exxon Co., U.S.A., Petroleum Products 
 Dock (P.W.D. Ref. No. 54) 
 
 Texaco, Inc., Petroleum Products 
 Wharf (P.W.D. Ref. No. 57) 
 
 Niagara Mohawk Power Corp., Albany 
 SteamDlant Dock (P.W.D. Ref. No. 58) 
 
 Port of Albany, Berth 8 
 (P.W.U. kef. No. 63) 
 
 Port of Albany, Berths 7, 8, & 9, 
 
 and grain elevators (P.W.D. Ref. No. 63) 
 
13 
 
 Port of Albany, Berth 3, banana 
 unloading (P.W.D. Ref. No. 66) 
 
 Mobil Oil Corp., Tanker and Barge 
 Dock (P.W.D. Ref. No. 70) 
 
 Mobil Oil Corp., Barge Dock 
 (P.W.D. Ref. No. 71) 
 
 King Service, Inc., Green Island 
 Petroleum Products Dock 
 (P.W.D. Ref. No. 77) 
 
 King Service, Inc., South Troy 
 Petroleum Products Dock 
 (P.W.D. Ref. No. 83) 
 
 Chevron U.S.A. Troy Terminal Dock 
 (P.W.D. Ref. No. 84) 
 
14 
 
 Bray Terminals, Inc., Petroleum 
 Products Dock (P.W.D. Ref. No. 86) 
 
 Spoor-Lasher Co., Inc., Petroleum 
 Products Dock (P.W.D Ref. No. 95) 
 
 Sousa Poughkeepsie Terminal Dock 
 (P.W.D. Ref. No. 96) 
 
 Lone Star Industries Clinton Point 
 Plant Dock (P.W.D. Ref. No. 97) 
 
 /,1a Pacific Corp., Gypsum 
 Unloading Dock (P.W.D. Ref. No. 104) 
 
 Mobil Oil Corp. Ossining Terminal Dock 
 (P.W.D. Ref. No. 107) 
 
15 
 
 THE PORT OF ALBANY 
 AND PORTS ON THE HUDSON RIVER, NY 
 
 PORT AND HARBOR FACILITIES 
 
 PIERS, WHARVES, AND DOCKS 
 
 One hundred and eleven waterfront facilities are described 
 in this report on the Port of Albany and Ports on the Hudson 
 River. Thirty of these facilities are within the Port of 
 Albany of which twenty-three are along the right bank of the 
 Hudson River; 15 within the City of Albany, and 8 in the 
 Township of Bethlehem. Eight are along the left bank of the 
 Hudson River; 5 in the City of Rensselaer, and 3 in the Town- 
 ship of East Greenbush. Seventy facilities are located on 
 the Hudson River above and below the Port of Albany; forty- 
 seven on the right bank, and twenty- three on the left bank a 
 In addition, eight facilities are located on Rondout Creek; 
 three on the right bank, and five on the left bank; and one 
 facility each is located on the left banks of Esopus Creek 
 and Catskill Creek. 
 
 Each facility is described under a reference number in 
 the table of Piers, Wharves, and Docks beginning on page 19. 
 These reference numbers designate facility locations on the 
 accompanying Port Facilities Maps „ The Index Map depicts the 
 Hudson River from the Tappan Zee Bridge to the Mohawk River 
 and shows project channels and anchorage areas and defines the 
 areas covered by each of the Port Facilities Maps „ 
 
 The numerous waterfront facilities along the river used 
 exclusively by recreational or active military craft, and 
 generally those waterfront facilities providing non-maritime 
 use are not included in this report 
 
 The table on the following pages summarizes the functional 
 uses of the various piers, wharves, and docks „ Many wharves 
 are used for multiple purposes as indicated in the table; each 
 can be identified by its respective P.W.D reference number. 
 
 A summary of the facilities engaged in handling general 
 cargo is given on the following page. 
 
16 
 
 THE PORT OF ALBANY AND PORTS ON THE HUDSON RIVER, NY 
 
 SUMMARY OF GENERAL CARGO FACILITIES 
 
 P.W.D. 
 
 TERMINAL 
 
 BERTHING 
 SPACE 
 (feet) 
 
 DEPTHS 
 ALONGSIDE 
 AT MLW 
 (feet) 
 
 TRANSIT SHEDS 
 
 REF. 
 NO. 
 
 NUMBER 
 
 CARGO SPACE 
 (S.F.) 
 
 
 PORT OF ALBANY 
 
 750(2) 
 425(2) 
 300(2) 
 600(2) 
 
 32 
 32 
 32 
 32 
 
 2 
 1 
 
 1 
 
 
 64(1) 
 65 
 
 67(1) 
 68(1) 
 
 Berths 5 and 6 
 Berth 4 
 Berth 2 
 Berth 1 
 
 79,200 
 35,000 
 
 60,000 
 
 TOTAL 
 
 2075 
 
 - 
 
 4 
 
 174,200 
 
 (1) See Purpose for which Used Table for other 
 specialized uses of facility. 
 
 (2) Berths 1-10 in line provide 4,070 feet of 
 continuous berthing. Specialized use of 
 other berths can be found in the Purpose 
 for which Used Table. 
 
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RIERS, WHARVES, AND DOCKS 
 Right bank, Hudson River 
 
 19 
 
 Corps of Engineers Port Code No 
 
 03002 
 
 
 
 
 
 
 03010 
 
 
 
 REFERENCE NUMBER ON HAP NO. 1 
 
 1 Dock Code No. 201 
 
 2 Dock Code No. 250 
 
 3 Dock Code No. HI 
 
 NAME 
 
 Powell Boatyard Pier. 
 
 Petersen Dock. 
 
 Hudson River Aggregates, Loaded Barge 
 Mooring Pier. 
 
 LOCATION ON WATERFRONT 
 
 Nyack, approximately 5,600 feet above 
 Tappan Zee Bridge. 
 
 Upper Nyack, approximately 2.0 miles 
 above Tappan Zee Bridge. 
 
 Haverstraw, approximately 7,500 feet 
 below Bowline Point. 
 
 OWNED BY 
 
 Powell Boatyard, Inc. 
 
 Julius Petersen, Inc. 
 
 Hudson River Aggregates, Inc. 
 
 OPERATED BY 
 
 Not operated. 
 
 do. 
 
 do. 
 
 PURPOSE FOR WHICH USED 
 
 Not used. 
 
 Mooring small vessels for repairs; 
 shed on dock used for storage and 
 repair of small craft. 
 
 Mooring loaded barges. 
 
 TYPE OF CONSTRUCTION 
 
 Timber pile, timber-decked, 4-foot 
 wide, L-shaped pier. 
 
 Part timber and part concrete bulkhead 
 with asphalt-surfaced solid fill; tim- 
 ber pile fender system; row of timber 
 piles extend from upper end in line 
 with face. 
 
 Timber pile, timber-decked pier, 
 sections 7 feet wide. 
 
 DESCRIPTION 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Dimensions (Feet) 
 
 20 
 
 146 
 
 150 
 
 65 
 
 100+140 
 
 25 
 
 3 
 
 160 
 
 160 
 
 Depth Alongside at MLW Do. 
 
 Dries. 
 
 Dries. 
 
 Dries. 
 
 10 
 
 3-10 
 
 10 
 
 14 
 
 0-14 
 
 0-14 
 
 Usable Berthing Space Do. 
 
 - 
 
 - 
 
 - 
 
 165 w/dolphs 
 
 240 
 
 - 
 
 - 
 
 - 
 
 140 
 
 Width of Apron Do. 
 
 Open. 
 
 
 
 30 
 
 
 
 Open. 
 
 
 
 Height of Deck Above MLW Do. 
 
 8 
 Unlighted. 
 
 8 
 
 Lighted. 
 
 5-5.5 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 - 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 None. 
 
 One 50-ton mobile boat lift; one 20- 
 ton, A-frame, stiff-leg derrick with 
 70-foot boom. 
 
 None. 
 
 RAILWAY CONNECTIONS 
 
 None. 
 
 None. 
 
 None. 
 
 HIGHWAY CONNECTIONS 
 
 Via Piermont Avenue, asphalt, 
 24 feet wide. 
 
 Via road, asphalt, from Van Houten 
 Street, asphalt, 20 feet wide, from 
 Broadway, asphalt, 30 feet wide. 
 
 Via plant road, from Riverside Avenue, 
 asphalt, 24 feet wide. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 None. 
 
 Through small hose connections. 
 
 None. 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 None. 
 
 A.C, 220 volts, 3-phase, 60-cycle. 
 
 A.C. , 110 volts, single-phase, 60-cycle 
 
 FIRE PROTECTION 
 (Other than City) 
 
 None. 
 
 Standpipes and hand extinguishers. 
 
 Watchmen . 
 
 REMARKS 
 
 Marine repair plant located in boat- 
 yard to rear of. pier. One 20-ton 
 marine railway located above inner 
 end of pier. 
 
 Marina basin located on lower side. 
 100-ton marine railway located on 
 upper side. 
 
 Portions of pier are 7 feet wide. 
 
20 
 
 RIERS, WHARVES, AND DOCKS 
 Right bank, Hudson River, Haverstraw 
 
 Corps of Engineers Port Code No. 03010 
 
 REFERENCE NUMBER ON MAP NO. 1 
 
 Dock Code No. Ill 
 
 Dock Code No. Ill 
 
 Dock Code No. HI 
 
 Hudson River Aggregates, Dock flo. 1. 
 
 Hudson River Aggregates, Light Barge 
 Mooring Dock. 
 
 Hudson River Aggregates, Dock No. 2. 
 
 LOCATION ON WATERFRONT 
 
 Approximately 7,400 feet below Bowline 
 Point. 
 
 Approximately 7,250 feet below Bowline 
 Point. 
 
 Approximately 7,150 feet below Bowline 
 Point. 
 
 Hudson River Aggregates, Inc. 
 
 Hudson River Aggregates, Inc. 
 
 Hudson River Aggregates, Inc. 
 
 OPERATED BY 
 
 PURPOSE FOR WHICH USED 
 
 Shipment of crushed rock by barge. 
 
 Mooring empty barges. 
 
 Shipment of sand and screenings by 
 barge . 
 
 TYPE OF CONSTRUCTION 
 
 Timber pile, concrete -decked pier, 
 parallel to earth embankment along 
 upper side and connected to embank- 
 ment by 2 timber walkways. 
 
 Timber pile, timber-decked offshore, 
 3- foot wide walkway supported by tim- 
 ber piles; connects to Dock No. 1 at 
 lower end and Dock No. 2 at upper end. 
 
 Timber pile, timber-decked, offshore 
 wharf. 
 
 DESCRIPTION 
 
 Lower side 
 
 Upper side 
 
 Depth Alongside at MLW 
 
 Usable Berthing Space 
 
 Height of Deck Above MLW Do ■ 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 Lighted. 
 
 Lighted. 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Nuaber and Type of Construction 
 
 Length and Width 
 
 Height Inside 
 
 Area for Cargo (Sq.Ft.) 
 
 Load Capacity per Sq.Ft. 
 Cargo Doors 
 
 MECHANICAL HANDLING FACILITIES 
 
 One 32 - inch , e lee trie , covered , be 1 1 - 
 conveyor system discharges crushed 
 stone into revolving chute at the end 
 of a 30-foot boom, rate of 840 tons 
 per hour; winch for positioning barges 
 located on lower side. 
 
 Sand and screenings are dumped from trucks 
 into hopper serving a 30-inch, electric, 
 belt conveyor which discharges material 
 into barges, rate, 10 tons per hour. 
 
 RAILWAY CONNECTIONS 
 
 HIGHWAY CONNECTIONS 
 
 Via plant roads, from Riverside 
 Avenue, asphalt, 24 feet wide. 
 
 Same as Ref. No. 4. 
 
 Same as Ref. No. 4. 
 
 WATER SUPPLY 
 (Aval labia to Vessel «) 
 
 Through hose connections. 
 
 Same as Ref. No. 4. 
 
 ILtttftic cvUHmt 
 
 (Available to V<-»«el«) 
 
 A.C., 110 volts, single-phase, 60- 
 cycle. 
 
 Same as Ref. No. 
 
 Same as Ref. No. 4. 
 
 TTWr PWOTFVTTOTI 
 
 Hand extinguishers and watchmen. 
 
 Same as Ref. No. 4. 
 
 Same as Ref. No. 4. 
 
 Crusher and screening plant located 
 about k mile In rear. 
 
PIERS, WHARVES, AND DOCKS 
 Right bank, Hudson River, Haverstraw 
 
 21 
 
 Corps of Engineers Port Code No 
 
 03010 
 
 
 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 1 
 
 7 Dock Code No. m 
 
 8 Dock Code No. 131 
 
 9 Dock Code No. 12I 
 
 NAME 
 
 Hudson River Aggregates, Dock 
 No. 3. 
 
 Rockland Fuel Dock. 
 
 Keahon Brothers Dock. 
 
 LOCATION ON WATERFRONT 
 
 Approximately 7,000 feet below 
 Bowline Point. 
 
 Approximately 4,000 feet below 
 Bowline Point. 
 
 Approximately 3,700 feet below 
 Bowline Point. 
 
 OWNED BY 
 
 Hudson River Aggregates, Inc. 
 
 Rockland Fuel Oil Co., Inc. 
 
 Keahon Brothers, Inc. 
 
 OPERATED BY 
 
 do. 
 
 do. 
 
 do. 
 
 PURPOSE FOR WHICH USED 
 
 Mooring tugs and loaded scows; 
 minor repairs to vessels. 
 
 Receipt of petroleum products 
 by barge. 
 
 Receipt of sand by barge. 
 
 TYPE OF CONSTRUCTION 
 
 Lower end: Steel sheet pile bulkhead 
 with solid fill. Upper end: Concrete 
 bulkhead with solid fill. 
 
 Timber bulkhead with solid fill. 
 
 Part concrete and part timber sheet 
 pile bulkhead with solid fill. 
 
 DESCRIPTION 
 
 Face 
 
 
 
 Face 
 
 
 
 Face 
 
 
 
 Dimensions (Feet) 
 
 150 
 
 
 
 150 
 
 
 
 300 approx. 
 
 
 Depth Alongside at MLW Do. 
 
 14 
 
 
 
 8 
 
 
 
 8 
 
 
 
 Usable Berthing Space Do. 
 
 150 
 
 
 
 150 
 
 
 
 200 
 
 
 
 Width of Apron Do. 
 
 Open. 
 
 
 
 10 
 
 
 
 Open. 
 
 
 
 Height of Deck Above MLW Do. 
 
 9 
 
 Lighted. 
 
 5 
 
 Lighted. 
 
 7 
 
 Load Capacity per Sq . Ft . (Lbs.) 
 
 " 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 None. 
 
 None. 
 
 One 25-ton, diesel crawler crane with 
 75- foot boom. 
 
 RAILWAY CONNECTIONS 
 
 None. 
 
 None. 
 
 None. 
 
 HIGHWAY CONNECTIONS 
 
 Via plant roads, from Riverside 
 Avenue, asphalt, 24 feet wide. 
 
 Via plant road, from Dr. George W. 
 Girling Drive, gravel, 20 feet wide. 
 
 Same as Ref. No. 8. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 Through hose connections. 
 
 None. 
 
 None. 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 A.C., 110 volts, single-phase, 60- 
 cycle. 
 
 None. 
 
 None. 
 
 FIRE PROTECTION 
 (Other than City) 
 
 Hand extinguishers and watchmen. 
 
 None. 
 
 None. 
 
 REMARKS 
 
 
 Three 6-inch and one four-inch pipe- 
 lines extend to 14 steel storage tanks 
 in rear, total capacity 58,280 barrels, 
 
 
22 
 
 PIERS, WHARVES, AND DOCKS 
 Right bank, Hudson River 
 
 Corps of Engineers Port Code No 
 
 03010 
 
 
 
 03013 
 
 
 
 03015 
 
 
 
 REFERENCE NUMBER ON MAP NO. 1 
 
 10 Dock Code No. 100 
 
 11 Dock Code No. 101 
 
 12 Dock Code No. 201 
 
 NAME 
 
 Bowline Point Generating Station Fuel 
 Oil Unloading Pier. 
 
 United States Gypsum Company Dock. 
 
 Tompkins Cove Landing Dock. 
 
 LOCATION ON WATERFRONT 
 
 Haverstraw, Bowline Point. 
 
 Stony Point, approximately 2,000 
 feet below Grassy Point. 
 
 Tompkins Cove, approximately 4,000 
 feet above Stony Point. 
 
 OWNED BY 
 
 Orange and Rockland Utilities, Inc., 
 and Consolidated Edison Company of 
 New York, Inc. 
 
 United States Gypsum Company. 
 
 Hudson River Aggregates, Inc. 
 
 OPERATED BY 
 
 Orange and Rockland Utilities, Inc. 
 
 do. 
 
 do. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of fuel oil for plant con- 
 sumption. 
 
 Receipt of gypsum rock. 
 
 Shipment of crushed rock by barge. 
 
 TYPE OF CONSTRUCTION 
 
 Tubular steel pile and frame off- 
 shore, two-level deck platform with 
 timber fender system, connected to 
 shore by 505- by 15- foot steel 
 approach; one steel pile and frame 
 breasting dolphin on each side; con- 
 nected by (Continued under Remarks) 
 
 Steel pile concrete decked offshore 
 platform with steel pile supported 
 conveyor approach; 2 steel pile 
 concrete decked breasting dolphins in 
 line with face and 2 similar mooring 
 dolphins in rear of line of face all 
 connected to shore by steel catwalks. 
 
 Timber pile, timber-decked offshore 
 platform with 3- foot wide timber 
 walkway approach. Row of timber 
 piles in line with face connected by 
 walkway. 
 
 DESCRIPTION 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Face 
 
 Outer side 
 
 Inner side 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Dimensions (Feet) 
 
 40 
 
 41 
 
 41 
 
 50 
 
 100 
 
 100 
 
 fiS 
 
 1? 
 
 12 
 
 Depth Alongside at MLW Do. 
 
 24 
 
 - 
 
 - 
 
 24 
 
 - 
 
 
 25 
 
 25 
 
 25 
 
 Usable Berthing Space Do. 
 
 280w/dolphs 
 
 - 
 
 - 
 
 195 @ dolphs 
 
 - 
 
 - 
 
 700 w/piles 
 
 - 
 
 - 
 
 Width of Apron Do. 
 
 - 
 
 
 
 - 
 
 
 
 _ 
 
 
 
 Height of Deck Above MLW Do. 
 
 20 upper; 7 lower 
 Lighted. 
 
 8 
 
 Lighted. 
 
 9 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 - 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Nuaber and Type of Construction 
 
 None. 
 
 None. 
 
 None . 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 Two 10-inch marine unloading arms 
 with 41-foot envelopes are located 
 on upper deck . 
 
 Self-unloading vessels discharge into 
 receiving hopper served by a 42- inch 
 electric, covered belt-conveyor sys- 
 tem extending to plant in rear; rate 
 of 1,200 tons per hour. 
 
 Vessels are loaded by 48- inch, electric 
 belt-conveyor system extending to 
 platform; rate of 1,200 tons per hour. 
 
 RAILWAY CONNECTIONS 
 
 One surface track serves plant in 
 rear, connects with Consolidated 
 Rail Corp. 
 
 None. 
 
 None. 
 
 HIGHWAY CONNECTIONS 
 
 Via plant roads, asphalt, 20 and 24 
 feet wide, from Samaondale Road, 
 asphalt, 24 feet wide. 
 
 Via Grassy Point Road, unpaved, 15 
 feet wide, from River Road, and from 
 Main Street, each asphalt, 22 feet 
 wide. 
 
 Via plant road, unpaved, from Elm 
 Street, asphalt, 20 feet wide, from 
 U.S. Highway 9U, asphalt, 24 feet 
 wide . 
 
 (Available to ViimIi) 
 
 lOOf . 
 
 11 yU -• 1 /.' in. h 1 inc. 
 
 Nunc . 
 
 unuj ewwMn 
 
 (Available to Vcwaeln) 
 
 A.C., 110 volts, tingle-phase, 60- 
 cycla. 
 
 A.C., 440 volts, 3-phate, 60-cycle. 
 
 A.C., 110 volta, single-phase, 60- 
 cycle; A.C., 220/440 volts, 3-phase, 
 60 -cycle. 
 
 FIFF PI/WTI6U 
 
 tfeM ' i t y / 
 
 Foam system, hydrants, and hand 
 extinguish* re. 
 
 Hand extinguishers. 
 
 Hand extinguishers. 
 
 
 catwalks and one steel mooring dol- 
 phin located outside of and to the 
 rear of each breasting dolphin; 
 fronted by rubber tire fenders. 
 
 One 24-inch pipeline extends ft 
 wharf to 6 steel storage tanks In 
 rear, total capacity 870,000 barrele. 
 
 
 Rook quarry located 600 feet in rear. 
 
PIERS, WHARVES, AND DOCKS 
 Right bank, Hudson River 
 
 23 
 
 Corps of Engineers Port Code No 
 
 . 03015 
 
 
 
 03035 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 1 
 
 13 Dock Code No. 101 
 
 14 Dock Code No. 101 
 
 15 Dock Code No. 1Q g 
 
 NAME 
 
 Lovett Plant Fuel Dock. 
 
 Texaco Dock. 
 
 Affron Tank Terminals Dock. 
 
 LOCATION ON WATERFRONT 
 
 Tompkins Cove, approximately 1.1 miles 
 above Sandy Point. 
 
 New Windsor, approximately 3.3 miles 
 below Newburgh-Beacon Bridge. 
 
 New Windsor, approximately 2.9 miles 
 below Newburgh-Beacon Bridge. 
 
 OWNED BY 
 
 Orange and Rockland Utilities, Inc. 
 
 Texaco , Inc . 
 
 Affron Tank Terminals, Inc. 
 
 OPERATED BY 
 
 do. 
 
 do. 
 
 Affron Tank Terminals, Inc.; Cities 
 Service Company; and Amoco Oil Company. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of fuel oil for plant con- 
 sumption. 
 
 Receipt of petroleum products by 
 barge . 
 
 Receipt of petroleum products by 
 barge . 
 
 TYPE OF CONSTRUCTION 
 
 Steel pile, concrete-decked platform 
 with 240- by 4-foot approach; one 
 steel sheet pile, concrete capped, 
 cellular breasting dolphin on each 
 side connected by steel catwalks; 
 fronted by rubber loop fender system. 
 
 Three steel sheet pile, cellular 
 breasting dolphins connected by steel 
 catwalks ; fronted by rubber fender 
 system; center dolphin is topped by a 
 steel cantilever deck and is connected 
 to shore by a 700- by 3-foot, steel 
 sheet pile (Continued under Remarks.) 
 
 One steel and one wooden permanently 
 grounded barges side-by-side with 120- 
 by 4-foot approach; barges fronted by 
 2 timber breasting dolphins. 
 
 DESCRIPTION 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Dimensions (Feet) 
 
 25 
 
 25 
 
 25 
 
 70 
 
 25 
 
 25 
 
 90 
 
 268 
 
 ?fifi 
 
 Depth Alongside at MLW Do. 
 
 40 
 
 - 
 
 - 
 
 35 
 
 
 
 12-15 
 
 6-12 
 
 6-12 
 
 Usable Berthing Space Do. 
 
 285w/dolphs . 
 
 - 
 
 - 
 
 268c/c dolphins. 
 
 lOOw/dolphs. 
 
 _ 
 
 _ 
 
 Width of Apron Do. 
 
 - 
 
 
 
 1 1 
 
 Open. 
 
 
 
 Height of Deck Above MLW Do. 
 
 12 
 
 Lighted. 
 
 14 
 
 Lighted. 
 
 8 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 One stiff-leg derrick for handling 
 hose; small boat lift for pollution 
 control boat located on lower side 
 of approach. 
 
 Steel tower for hose handling. 
 
 None. 
 
 RAILWAY CONNECTIONS 
 
 One surface track at plant in rear 
 connects with Consolidated Rail Corp. 
 
 Consolidated Rail Corp.: Two surface 
 tracks located between dock and 
 storage tanks do not connect with 
 terminal. 
 
 Same as Ref. No. 14. 
 
 HIGHWAY CONNECTIONS 
 
 Via plant roads, asphalt, 15 feet wide, 
 from Elm Street, asphalt, 20 feet 
 wide, from U.S. Highway 9W, asphalt, 
 24 feet wide. 
 
 Via plant road, from River Road, 
 asphalt, 24 feet wide, from U.S. 
 Highway 9W , concrete, 50 feet wide. 
 
 same as Ref. No. 14. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 None. 
 
 None. 
 
 None. 
 
 ELECTRIC CURRENT 
 
 (Available to Vessels) 
 
 A.C., 110 volts, single-phase, 60- 
 cycle; A.C., 440 volts, 3-phase, 60- 
 cycle. 
 
 None. 
 
 A.C., 110 volts, single-phase, 60- 
 cycle. 
 
 (Other than City) 
 
 Hand extinguishers. 
 
 Hand extinguishers. 
 
 land extinguishers. 
 
 REMARKS 
 
 Two 8- and two 6-inch pipeline con- 
 nections becoming one 10-inch pipe- 
 line extends to 3 steel storage tanks 
 at rear, total capacity of 213,850 
 barrels . 
 
 cell supported steel catwalk; one 
 steel pile, steel-decked mooring 
 dolphin located at outside and rear of 
 each outside breasting dolphin. 
 
 Jne 16-, two 8-, and one 6-inch pipe- 
 lines extend to 8 storage tanks at 
 terminal in rear, total capacity 
 ^76,190 barrels. 
 
 Affron Tank Terminals, Inc . : One 8 - 
 and one 6-inch pipelines extend to 5 
 storage tanks total capacity 109,520 
 barrels. Cities Service Co.: Two 6- 
 inch pipelines extend to 7 steel 
 storage tanks total capacity 69,430 
 barrels. Amoco Oil Co.: One 6-inch 
 pipeline extends to 4 storage tanks, 
 total capacity 66,670 barrels. 
 
24 
 
 PIERS, WHARVES, AND DOCKS 
 Right bank, Hudson River, New Windsor 
 
 Corps of Engineers Port Code No 
 
 03035 
 
 
 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 1 
 
 16 Dock Code No. 109 
 
 17 Dock Code No. 109 
 
 18 Dock Code No. 119 
 
 NAME 
 
 Exxon Co., U.S.A./Sunmark Industries 
 Dock. 
 
 Mid-Valley Petroleum Corp. Dock. 
 
 Mobil Oil Corp. Dock. 
 
 LOCATION ON WATERFRONT 
 
 Approximately 2.9 miles below 
 Newburgh-Beacon Bridge. 
 
 Approximately 2.4 miles below 
 Newburgh-Beacon Bridge. 
 
 Approximately 2.3 miles below 
 Newburgh-Beacon Bridge. 
 
 OWNED BY 
 
 Exxon Co., U.S.A., and Sunmark 
 Industries , Inc. 
 
 Mid-Valley Petroleum Corp. 
 
 Mobil Oil Corp. 
 
 OPERATED BY 
 
 Exxon Co., U.S.A. 
 
 do. 
 
 do. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of petroleum products by 
 barge . 
 
 Receipt of petroleum products by 
 barge . 
 
 Receipt of petroleum products by 
 barge . 
 
 TYPE OF CONSTRUCTION 
 
 Two steel sheet pile, cellular 
 breasting dolphins with 475- by 3- 
 foot steel approach extending from 
 shore to upper dolphin; small boat 
 lift for pollution control boat 
 located at center of approach. 
 
 Steel pile, steel-decked offshore 
 platform with 200-foot steel approach; 
 row of 4 timber breasting dolphins in 
 line with face. 
 
 Steel pile, steel-decked offshore 
 platform with 210- by 4-foot steel 
 approach; one steel pile, concrete 
 capped rectangular breasting dolphin 
 and one steel sheet pile, cellular 
 breasting dolphin located above and 
 below the platform, (Continued under 
 
 DESCRIPTION 
 
 Breasting 
 Dolphins 
 
 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Dimensions (Feet) 
 
 100 
 
 
 
 34 
 
 30 
 
 30 
 
 60 
 
 35 
 
 35 
 
 Depth Alongside at MLW Do. 
 
 17 
 
 
 
 21 
 
 - 
 
 - 
 
 32 
 
 - 
 
 - 
 
 usable Berthing Space Do. 
 
 100 
 
 
 
 130w/dolphs. 
 
 _ 
 
 _ 
 
 230w/dolphs. 
 
 _ 
 
 . 
 
 Width of Apron Do. 
 
 _ 
 
 
 
 . 
 
 
 
 _ 
 
 
 
 Height of Deck Above MLW Do. 
 
 10 
 Lighted. 
 
 8 
 Lighted. 
 
 8 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 - 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Nunber and Type of Construction 
 
 None . 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Opacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 None. 
 
 None . 
 
 Steel tower for handling hose. 
 
 RAILWAY CONNECTIONS 
 
 None. 
 
 None. 
 
 None. 
 
 HIGHWAY CONNECTIONS 
 
 Via plant road, from River Road, 
 asphalt, 24 feet wide, from U.S. 
 Route 9W, concrete, 50 feet wide. 
 
 Same as Ref. No. 16. 
 
 Some? as K.-l . Nu, Ih . 
 
 lain ' rm y 
 
 (Available to f ■«■■!«.) 
 
 None. 
 
 None. 
 
 None. 
 
 BJI HUN OnVI 
 
 (Available to ri—llU) 
 
 None. 
 
 None. 
 
 None. 
 
 PI RE PWOTTTTIOTI 
 
 Hand extinguishers . 
 
 Foam cart, portable water pump (In 
 plant), and hand extinguishers. 
 
 Il.in.l .■>[ Inguishera . 
 
 "» UH 
 
 Exxon Co.. U.S.A.: Three 
 
 H In-), 
 
 nka , total 
 
 Three 8- 
 %m tanks, 
 rels. 
 
 One 12-, five 8-, end one 6-lnch 
 
 respectively; eteel catwalks connect 
 
 
 pipeline* to 6 storage ta 
 capeclty 128,030 barrels. 
 lurwaark industrial. Inc.: 
 Inch pip* line ■ to 4 a tor a 
 t0t«1 rapacity SI ,200 bar 
 
 pipelines extend to 10 storage tanks 
 In reer, total capacity 275,000 
 barrels. 
 
 dolphins to platform fronted by rubber 
 tire fenders. 
 
 One 12-, two 10-, two 8-, and one 
 6-lnch pipelines extend to 7 storaga 
 tanks, total capacity 411,000 barrels. 
 
RIERS, WHARVES, AISJD DOCKS 
 
 Right bank, Hudson River, Newburgh 
 
 25 
 
 Corps of Engineers Port Code No 
 
 03036 
 
 
 
 
 
 
 
 
 
 REFERENCE NUMBER ON HAP NO. 1 
 
 19 Dock Code No. 101 
 
 20 Dock Code No. 105 
 
 21 Dock Code ^No. 113 
 
 NAME 
 
 Steel Style Pier No. 2. 
 
 William Parrott's Dock. 
 
 Newburgh Landing. 
 
 LOCATION ON WATERFRONT 
 
 Approximately 2.2 miles below 
 Newburgh - Beacon Bridge. 
 
 Approximately 1.3 miles below 
 Newburgh - Beacon Bridge 
 
 Approximately 1.2 miles below 
 Newburgh - Beacon Bridge. 
 
 OWNED BY 
 
 Steel Style, Inc. 
 
 George Kohler and Ralph Risio. 
 
 City of Newburgh. 
 
 OPERATED BY 
 
 do. 
 
 William Parrott's Sons, Inc. 
 
 do. 
 
 PURPOSE FOR WHICH USED 
 
 Mooring barges and shallow draft 
 vessels for repairs; handling con- 
 struction equipment; and mooring 
 small vessels. 
 
 Mooring company-owned floating 
 equipment. 
 
 Mooring excursion boats and other 
 vessels . 
 
 TYPE OF CONSTRUCTION 
 
 Pier formed by timber retaining walls 
 with solid fill. 
 
 Offshore row of timber piles with 
 45- by 4-foot timber catwalk along 
 rear of upper end, extending from 
 timber bulkhead with solid fill at 
 lower end. 
 
 Timber pile, timber-decked offshore 
 wharf with 75- by 21-foot timber 
 approach; one timber breasting dolphin 
 on lower side in line with face. 
 
 DESCRIPTION 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Face 
 
 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Dimensions (Feet) 
 
 90 
 
 600 
 
 600 
 
 150 
 
 
 
 75 
 
 25 
 
 25 
 
 Depth Alongside at MLW Do. 
 
 10 
 
 6-10 
 
 5-10 
 
 14 
 
 
 
 15 
 
 - 
 
 - 
 
 Usable Berthing Space Do. 
 
 90 
 
 600 
 
 600 
 
 250 
 
 
 
 175 w/dolph. 
 
 - 
 
 - 
 
 Width of Apron Do. 
 
 Open . 
 
 
 
 40 
 
 
 
 - 
 
 
 
 Height of Deck Above MLW Do. 
 
 3 
 Lighted. 
 
 6 
 
 Lighted. 
 
 & 
 
 Load Capacity per Sq . Ft . (Lbs.) 
 
 " 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 *♦ 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 One 100-ton diesel, crawler crane 
 with 200-foot boom; two 10-ton 
 stationary tower cranes with 70-foot 
 booms. 
 
 None. 
 
 None. 
 
 RAILWAY CONNECTIONS 
 
 None. 
 
 None. 
 
 None . 
 
 HIGHWAY CONNECTIONS 
 
 Via plant roads, asphalt, from Water 
 Street, asphalt, 24 feet wide. 
 
 Via private road, asphalt, 20 feet 
 wide, from Front Street, concrete 
 and asphalt, 30 feet wide, from River 
 Road, asphalt, 24 feet wide. 
 
 Via Front Street, asphalt and concrete, 
 30 feet wide, from Water Street, 
 asphalt and concrete, 24 feet wide. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 Through hose connections. 
 
 Through small hose connections. 
 
 None . 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 A.C., 440 volts, 3-phase, 60-cycle. 
 
 A.C., 220 volts, 3-phase, 60-cycle. 
 
 None . 
 
 FIRE PROTECTION 
 (Other than City) 
 
 Hydrants . 
 
 Hand extinguishers. 
 
 None. 
 
 REMARKS 
 
 Pier No. 1, located about 100 feet 
 above Pier No. 2, was not usable at 
 time of survey." One ship side 
 launchway located north of Pier No. 1 
 and one ship side launchway located 
 south of Pier No. 2. Marine repair 
 and ship building plant located in 
 rear. 
 
 
 
26 
 
 PIERS, WHARVES, AND DOCKS 
 
 Right bank, Hudson River 
 
 Corps of Engineers Port Code No 03036 
 
 REFERENCE NUMBER ON MAP NO. 1 
 
 22 
 
 Dock Code No. 135 
 
 Dock Code No. 
 
 Dock Code No. m 
 
 Agway Petroleum Dock. 
 
 Amerada Hess Roseton Dock. 
 
 Roseton Generating Station Dock. 
 
 LOCATION ON WATERFRONT 
 
 Newburgh, approximately 0.2 mile below 
 Newburgh- Beacon Bridge. 
 
 Roseton, approximately 1.5 miles below 
 Dannskammer Point. 
 
 Roseton, approximately 0.6 mile below 
 Dannskammer Point. 
 
 Agway Petroleum Corp. 
 
 Amerada Hess Corp. 
 
 Central Hudson Cas & Electric Corp., 
 Niagara Mohawk Power Corp. , and Consoli- 
 dated Edison Co. of New York. Inc. 
 
 OPERATED BY 
 
 Central Hudson Gas 6 Electric Corp. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of petroleum products by 
 barge. 
 
 Receipt of petroleum products by 
 tanker and barge, and fuel oil for 
 plant consumption. 
 
 Receipt of fuel oil for plant consu 
 tion. 
 
 Three steel sheet pile, cellular breast- 
 ing dolphins connected by steel catwalks; 
 a 300-foot steel shore approach extends 
 to center dolphin; fronted by rubber loop 
 fender system; concrete cellular mooring 
 dolphins located in rear of line of face. 
 
 TYPE OF CONSTRUCTION 
 
 Timber pile, timber-decked offshore 
 platform with 2-foot wide timber 
 approach; one timber breasting dolphi 
 on each side in line with face; 4-foot 
 wide timber walkway located at rear 
 of platform extends northward to 
 shore . 
 
 Timber pile, timber-decked offshore 
 platform with 4-foot wide timber 
 approach; one steel pile, concrete- 
 capped, breasting dolphin on each side 
 connected by steel catwalks; fronted 
 by rubber tire fender system. 
 
 DESCRIPTION 
 
 Lower side 
 
 Upper side 
 
 Lower side 
 
 Depth Alongside at mlw Do- 
 
 lt* 
 
 Usable Berthing Space 
 
 100 w/dolphs 
 
 idth of Apr 
 
 Height of Deck Above MLW Do. 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 Lighted. 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Constructio 
 
 Length and Width 
 
 Height Inside 
 
 (Sq.Ft.) 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 Two swivel-jointed unloading arms . 
 
 MECHANICAL HANDLING FACILITIES 
 
 Steel hose-handling tower with three 
 8-inch hose connections. 
 
 RAILWAY CONNECTIONS 
 
 One surface track serves power plant; 
 connects with Consolidated Rail Corp. 
 
 Via River Road, asphalt, 22 feet wide 
 
 Via plant roads 
 from River Road 
 
 asphalt, 24 feet wide, 
 asphalt, 24 feet wide. 
 
 HIGHWAY roNNFXTIONS 
 
 Via plant road, asphalt, 18 feet 
 wide, from North Montgomery Avenue, 
 asphalt, 36 feet wide. 
 
 Through 2-lnch line. 
 
 PPI.V 
 'Available to VeieeJa) 
 
 fxtCTwk CURRENT 
 
 (Available to Veteels) 
 
 A.C., 110 volts, single-phase, 60-cycle. 
 
 TTTnrpTOTTTT' 
 
 Hydrants and fire pump system on 
 approach. 
 
 Three-Inch water main with 24j-lnch 
 hose connection and dry chemical cart. 
 
 Hand extinguishers. 
 
 "Four "5-lnch barge and three 8-inch 
 tanker connections from one 10-inch 
 pipeline. sactMldlnj to 10 storage tanks 
 In roar, total repsclty 1,462,000 
 barrels, and 2 storage tanks at Danns 
 kammer Power Plant located approxl- 
 >ne mile north. Cot*] 
 4) barrels. 
 
 Two 10- inch hose connections to one 
 24 -Inch pipeline extending to 6 storage 
 tanks In rear, total capacity 1,100,000 
 barrels. 
 
 Two 8-inch pipelines extend to 4 
 storage tanks at terminal In rear, 
 •parity 73,000 barrels. 
 
PIERS, WHARVES, AND DOCKS 
 
 27 
 
 Corps of Engineers port Code No 
 
 . 03048 
 
 
 
 03050 
 
 
 
 03069 
 
 
 
 REFERENCE NUMBER ON MAP NO. 1 
 
 25 Dock Code No. 101 
 
 26 Dock Code No. 801 
 
 27 Dock Code No. 035 
 
 NAME 
 
 Shell Oil Co. Dock. 
 
 Power Test Dock. 
 
 Kingston Oil Supply Corp. Port Ewen 
 Dock. 
 
 LOCATION ON WATERFRONT 
 
 Right bank, Hudson River, Milton, 
 approximately 2.0 miles below Blue 
 Point. 
 
 Right bank, Hudson River, Highland, 
 approximately 0.8 mile above Mid- 
 Hudson Bridge. 
 
 Right bank, Rondout Creek, Port Ewen, 
 approximately 1,400 feet below U.S. 
 Highway No. 9W bridge. 
 
 OWNED BY 
 
 Shell Oil Co. 
 
 Clay's Oil Terminal Inc. 
 
 Kingston Oil Supply Corp. 
 
 OPERATED BV 
 
 do. 
 
 do. 
 
 do. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of petroleum products by 
 barge . 
 
 Receipt of petroleum products by 
 barge . 
 
 Receipt of petroleum products by 
 barge . 
 
 TYPE OF CONSTRUCTION 
 
 Timber pile, timber-decked offshore 
 wharf with one timber breasting 
 dolphin on each side in line with 
 face; timber walkway extends from 
 bulkhead to wharf and continues to 
 lower dolphin. 
 
 Timber pile, timber-decked wharf with 
 one timber breasting dolphin on each 
 side in line with face. 
 
 Steel sheet pile bulkhead with asphalt- 
 surfaced solid fill. 
 
 DESCRIPTION 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Face 
 
 
 
 Face 
 
 
 
 Dimensions (Feet) 
 
 250 
 
 50 
 
 50 
 
 20 
 
 
 
 70 
 
 
 
 Depth Alongside at MLW Do. 
 
 33 
 
 - 
 
 - 
 
 17 ~ 
 
 
 
 9 
 
 
 
 Usable Berthing Space Do. 
 
 350 
 
 - 
 
 - 
 
 35 w/dolphs. 
 
 
 
 70 
 
 
 
 Width of Apron Do. 
 
 - 
 
 
 
 - 
 
 
 
 Open. 
 
 
 
 Height of Deck Above MLW Do. 
 
 15 
 Lighted. 
 
 4 
 Lighted. 
 
 7 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 - 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 One twin-boom and one single-boom- 
 derricks for handling hose, no longer 
 used. 
 
 None. 
 
 None. 
 
 RAILWAY CONNECTIONS 
 
 None. 
 
 None. 
 
 None . 
 
 HIGHWAY CONNECTIONS 
 
 Via Dock Road, brick, 16 feet wide. 
 
 Via terminal roads, gravel, from 
 River Road, brick, 20 feet wide. 
 
 Via North Broadway, asphalt, from U.S. 
 Highway No. 9W, asphalt, 30 feet wide. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 None. 
 
 None . 
 
 None . 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 None. 
 
 None. 
 
 None. 
 
 FIRE PROTECTION 
 (Other than City) 
 
 Four-inch water line and hand 
 extinguishers . 
 
 Dry chemical cart. 
 
 Hydrant and hand extinguishers. 
 
 REMARKS 
 
 Two 8- and one 6-inch pipelines 
 extend from wharf to ten 
 storage tanks at terminal in rear, 
 total capacity 190,820 barrels. 
 
 Six 6-inch pipelines extend to 11 
 storage tanks in rear, total capacity 
 94,690 barrels. 
 
 Three 6-inch pipelines extend from 
 wharf to 10 storage tanks In rear, 
 total capacity 85,380 barrels. 
 
28 
 
 PIERS, WHARVES, AND DOCKS 
 Rondout Creek 
 
 Corps of Engineers Potl.'Cade No 
 
 03069 
 
 
 
 
 
 
 
 
 
 REFERENCE NUMBER OSt^jHB- 1 
 
 28 Dock Code No. 125 
 
 29 Dock Code No. 115 
 
 30 Dock Code No. 112 
 
 NAME 
 
 Connelly Marine Slipway. 
 
 Callanan Industries Port Ewen Plant 
 Dock. 
 
 Kingston Recycling Depot Dock. 
 
 LOCATION ON WATERFRONT 
 
 Right bank, Connelly, approximately 
 0.5 mile above U. S. Highway No. 9W 
 bridge. 
 
 Right bank, 
 mile above C 
 Bridge. 
 
 Esopus, approximately 0.5 
 onsolidated Rail Corp. 
 
 Left bank, Kingston, approximately 
 0.5 mile above Consolidated Rail 
 
 
 
 Corp. Bridge. 
 
 OWNED BY 
 
 Chester National Bank. 
 
 Callanan Industries, Inc. 
 
 Kingston Recycling, Inc. 
 
 OPERATED BY 
 
 Nicholas Hollingsworth. 
 
 do. 
 
 do. 
 
 PURPOSE FOR WHICH USETj 
 
 Removing small vessels from water for 
 storage or repair. 
 
 Shipment of crushed stone by barge. 
 
 Shipment of scrap metal by barge. 
 
 TYPE OF CONSTRUCTION 
 
 Two parallel 40- by 8-foot, timber 
 pile, timber-decked piers extend from 
 timber bulkhead with solid fill form- 
 ing 18-foot wide slipway. 
 
 Curved steel sheet pile bulkhead with 
 solid fill. 
 
 Steel bulkhead with solid fill. 
 
 DESCRIPTION 
 
 Slipway 
 
 Face 
 
 
 
 Face 
 
 
 
 
 End 
 
 East side 
 
 West side 
 
 
 Dimensions (Feet) 
 
 18 
 
 40 
 
 40 
 
 600 
 
 
 
 150 
 
 
 
 Depth Alongside at MLW Do, 
 
 8 
 
 8 
 
 8 
 
 10 
 
 
 
 9 
 
 
 
 Usable Berthing Space Do. 
 
 - 
 
 40 
 
 uO 
 
 600 
 
 
 
 150 
 
 
 
 Width of Apron Do. 
 
 Open. 
 
 
 
 Open. 
 
 
 
 Open. 
 
 
 
 Height of Deck Above MLW Do. 
 
 6 
 Lighted. 
 
 5 
 
 Lighted. 
 
 6 
 
 Load Capacity per Sq . Ft . (Lbs.) 
 
 - 
 
 Lighted or Unlighted 
 
 Unlighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo booi a 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 One 25-ton mobile marine lift. 
 
 One 30-inch, electrical, covered 
 belt-conveyor system operates at a 
 rate of 400 tons/hour. 
 
 One 35-ton, diesel, crawler crane with 
 60-foot boom; one 20-ton, gasoline, 
 mobile crane with 50-foot boom. 
 
 RAILWAY CONNECTIONS 
 
 None. 
 
 None . 
 
 None . 
 
 iiosvai i omm riflfca 
 
 Via Center Street, asphalt, 15 feet 
 wide. 
 
 Via plant roads, from New Salem Road, 
 asphalt, 24 feet wide. 
 
 Via plant roads, from Abe el Street, 
 asphalt, 24 feet wide. 
 
 Uv.i labia to fNMlt) 
 
 Through l-in< h i , ... 
 
 None. 
 
 Nun.' . 
 
 ■ ■ t*i' ( HUM 
 
 (Available to V«- ■■•!■) 
 
 A.C.i 220 volts, 3-pheae, 60-cycle. 
 
 Nmim 
 
 U 
 
 rrwr pporrrTTOH 
 
 None. 
 
 Hand extinguishers. 
 
 Rom 
 
 ■UB 
 
 Marine repair Itfld at rear, 
 below the southern pier la a 100-ton 
 ■marine railway. Boatyard wai for 
 ■ale at tine of survey. 
 
 Rock quarry located In rear. 
 
 Scrap metal storage yard in rear. 
 
PIERS, WHARVES, AND DOCKS 
 
 Left bank, Rondout Creek, Kingston 
 
 29 
 
 Corps of Engineers Port Code No 
 
 03069 
 
 
 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 1 
 
 31 Dock Code No. 100 
 
 32 Dock Code No. 070 
 
 33 Dock Code No. 060 
 
 NAME 
 
 Island Dock Lumber Dock. 
 
 Exxon Plant Dock. 
 
 Kingston Terminal Dock. 
 
 LOCATION ON WATERFRONT 
 
 Approximately 300 feet below U.S. 
 Highway No. 9W bridge. 
 
 Approximately 3,500 feet below U.S. 
 Highway No. 9W bridge. 
 
 Approximately 3,700 feet below U.S. 
 Highway No. 9W bridge. 
 
 OWNED BY 
 
 Island Dock Lumber, Inc. 
 
 Kingston Oil Supply Corp. 
 
 Kingston Oil Supply Corp. 
 
 OPERATED BY 
 
 do. 
 
 do. 
 
 do. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of sand by barge, occasional 
 mooring of barges . 
 
 Receipt of petroleum products by 
 barge . 
 
 Receipt of petrol^m products by 
 barge . 
 
 TYPE OF CONSTRUCTION 
 
 Timber bulkhead with solid fill. 
 
 Timber bulkhead with solid fill. 
 
 Timber bulkhead with solid fill. 
 
 DESCRIPTION 
 
 Face 
 
 
 
 Face 
 
 
 
 Face 
 
 
 
 Dimensions (Feet) 
 
 300 
 
 
 
 50 
 
 
 
 400 
 
 
 
 Depth Alongside at MLW Do. 
 
 15 
 
 
 
 11 
 
 
 
 11 
 
 
 
 Usable Berthing Space Do. 
 
 300 
 
 
 
 50 
 
 
 
 400 
 
 
 
 Width of Apron Do. 
 
 - 
 
 
 
 6 
 
 
 
 6 
 
 
 
 Height of Deck Above MLW Do. 
 
 7 
 Open. 
 
 1 
 
 Lighted. 
 
 7 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 " 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None . 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do . 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 One 30-ton, diesel crawler crane 
 with 70-foot boom. 
 
 None. 
 
 None. 
 
 RAILWAY CONNECTIONS 
 
 None. 
 
 None. 
 
 None. 
 
 HIGHWAY CONNECTIONS 
 
 Via private road, from Abeel Street, 
 asphalt, 24 feet wide. 
 
 Via plant road, from East Strand 
 Street, asphalt, 24 feet wide. 
 
 Same as Ref. No. 32. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 None. 
 
 None. 
 
 None. 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 None. 
 
 None. 
 
 None. 
 
 FIRE PROTECTION 
 (Other than City) 
 
 None. 
 
 None. 
 
 Hand extinguishers . 
 
 REMARKS 
 
 
 Three 6-inch pipelines extend from 
 wharf to 4 storage tanks In rear, 
 total capacity 33,330 barrels. 
 
 One 6-inch pipeline extends from 
 wharf to 2 storage tanks in rear, 
 total capacity 40,380 barrels. 
 
30 
 
 RIERS, WHARVES, AND DOCKS 
 Kingston 
 
 Corps of Engineers Port Code No 
 
 03069 
 
 
 
 03070 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 1 
 
 3* Dock Code No . 050 
 
 35 MAP NO. 2 Dock Code No. 004 
 
 36 MAP NO. 2 Dock Code No. 02 
 
 SAME 
 
 Ballard Plant Dock. 
 
 Garraghan Kingston Terminal Dock. 
 
 Austin R. Newcombe Dock. 
 
 LOCATION ON WATERFRONT 
 
 Left bank, Rondout Creek, approxi- 
 mately 4,000 feet below U.S. Highway 
 9W Bridge. 
 
 Right bank, Hudson River, lower end 
 of Kingston Point. 
 
 Right bank, Hudson River, upper end 
 of Kingston Point. 
 
 OWNED BY 
 
 Kingston Oil Supply Corp. 
 
 R. W . Garraghan Co . , Inc . 
 
 Austin R. Newcombe & Co., Inc. 
 
 OPERATED BY 
 
 do. 
 
 do. 
 
 do. 
 
 PURPOSE FOR WHICH UM 
 
 Receipt of petroleum products by 
 barge . 
 
 Receipt of petroleum products by 
 barge . 
 
 Receipt of petroleum products by 
 barge . 
 
 TYPE OF CONSTRUCTION 
 
 Timber pile bulkhead with solid fill. 
 
 Ten- by eighty-foot rubble jetty 
 with 12- foot wide timber walkway and 
 pipe trestle adjacent to lower side 
 extending from shore to 11 feet 
 beyond outer end; two timber cluster 
 pile dolphins in line with face of 
 walkway. 
 
 Timber bulkhead with solid fill. 
 
 DESCRIPTION 
 
 Face 
 
 
 
 Face 
 
 Lower side 
 
 
 Face 
 
 
 
 Dimensions (Feet) 
 
 250 
 
 
 
 12 
 
 91 
 
 
 250 
 
 
 
 Depth Alongside at MLW Do. 
 
 11 
 
 
 
 18 
 
 _ 
 
 
 13 
 
 
 
 Usable Berthing Space Do. 
 
 250 
 
 
 
 100 w/dolphs. - 
 
 
 250 
 
 
 
 Width of Apron Do. 
 
 6 
 
 
 
 Open. 
 
 
 
 13 
 
 
 
 Height of Deck Above MLW Do. 
 
 7 
 Lighted. 
 
 7 
 Lighted. 
 
 7 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Nu.ber and Type of Construction 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 None . 
 
 None. 
 
 None. 
 
 RAILWAY CONNECTIONS 
 
 None. 
 
 None. 
 
 None. 
 
 HIGHWAY CONNECTIONS 
 
 Via plant road, from F.aat Strand 
 Street, asphalt, 26 feet wide. 
 
 Via private road, unpavcd, from 
 Delaware Avenue, asphalt, 20 feet 
 wide. 
 
 Via plant road, from Delaware Avenue, 
 asphalt, 20 feet wide. 
 
 »«r>e .< ppi y 
 
 (Aval labl. to V.aaala) 
 
 Nona. 
 
 None. 
 
 Nona ■ 
 
 1UCTIIC CURRENT 
 (Available to bmlll 
 
 Nort 
 
 None . 
 
 None. 
 
 T7PT PPGTTVT ' 
 
 than III,) 
 
 Hand ext Ingulahera . 
 
 Rom . 
 
 Hand extinguishers. 
 
 -, ... . 
 
 Three 6-lnch pipeline! extend from 
 wharf to 4 atoraga tank* In rear, 
 total capacity 42,140 barrels. 
 
 One 6- and two 6-lnch pipelines 
 extend from faca to 5 atoraga tanka 
 in rear, total capacity 47,620 
 barrels. 
 
 Four 6-lnch pipelines extend from 
 wharf to 13 storage tanks in rear, 
 total capacity 89,650 barrels. 
 
PIERS, WHARVES, AND DOCKS 
 
 Right Bank, Hudson River, Kingston 
 
 31 
 
 Corps of Engineers Port Code No 
 
 01070 
 
 
 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 2 
 
 37 Dock Code No. 006 
 
 38 Dock Code No. 007 
 
 39 Dock Code No. 008 
 
 NAME 
 
 Jova Manufacturing Corp. Dock. 
 
 Colonial Oil Dock. 
 
 Independent Cement Corp. Dock. 
 
 LOCATION ON WATERFRONT 
 
 Approximately 2,000 feet above 
 Kingston Point. 
 
 Approximately 2.4 miles below 
 Kingston-Rhinecliff Bridge. 
 
 Approximately 2.3 miles below Kingston- 
 Rhinecliff Bridge. 
 
 OWNED BY 
 
 Jova Manufacturing Corp. 
 
 Colonial Sand and Stone Co., Inc. 
 
 Colonial Sand and Stone Co., Inc. 
 
 OPERATED BV 
 
 Not operated. 
 
 Not operated. 
 
 Independent Cement Corp. 
 
 PURPOSE FOR WHICH USED 
 
 Not used. 
 
 Not used. 
 
 Shipment of cemerft by barge. 
 
 TYPE OF CONSTRUCTION 
 
 Timber bulkhead with solid fill. 
 
 Timber pile, timber-decked offshore 
 platform with timber supported steel 
 catwalk; 5 timber pile, timber-decked 
 breasting platforms in line with face; 
 inner 3 dolphins connected by steel 
 catwalk. 
 
 Timber pile, timber-decked offshore 
 wharf with 40-foot timber approach 
 and L-shaped, steel sheet pile bulkhead 
 with 15-foot wide concrete apron. 
 
 DESCRIPTION 
 
 Face 
 
 
 
 Face 
 
 
 
 Offshore Wharf 
 
 Bulkhead 
 
 
 Side, each 
 
 Face 
 
 Face 
 
 Dimensions (Feet) 
 
 200 
 
 
 
 100 
 
 
 
 13 
 
 8 
 
 45+100 
 
 Depth Alongside at MLW Do. 
 
 12 
 
 
 
 20 
 
 
 
 - 
 
 20 
 
 18 
 
 Usable Berthing Space Do. 
 
 200 
 
 
 
 300 w/dolphs. 
 
 
 
 - 
 
 150 wharf and bulkhead. 
 
 Width of Apron Do. 
 
 30 
 
 
 
 Open. 
 
 
 
 - 
 
 | Open. 
 
 Height of Deck Above MLW Do. 
 
 7 
 Lighted. 
 
 10 
 
 Lighted. 
 
 10 .wharf; 8, bulkhead. 
 
 Load Capacity per Sq . Ft . (Lbs.) 
 
 - 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 One 10-ton, twin-cantilever boom, 
 gantry crane with 40-foot outboard 
 reach, flush to brick storage ware- 
 house in rear; overhead bridge crane 
 in warehouse transports brick onto 
 gantry crane for loading barges. 
 Gantry crane was not in use at time 
 of survey. 
 
 None. 
 
 One steel-supported, 16-inch air slide 
 conveyor pipeline on bulkhead. 
 
 RAILWAY CONNECTIONS 
 
 None. 
 
 Surface tracks in rear connect with 
 Consolidated Rail Corp. 
 
 Same as Ref. No. 38. 
 
 HIGHWAY CONNECTIONS 
 
 Via plant roads, from North Street, 
 asphalt, 24 feet wide. 
 
 Via plant roads, unpaved, from North 
 Street, asphalt, 24 feet wide. 
 
 Same as Ref. No. 38. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 None. 
 
 None. 
 
 None . 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 None. 
 
 None. 
 
 None. 
 
 FIRE PROTECTION 
 (Other than City) 
 
 None. 
 
 Chemical carts. 
 
 River water pump, dry chemical cart, 
 hand extinguishers . 
 
 REMARKS 
 
 Brick manufacturing plant located in 
 rear. 
 
 One 12-inch pipeline with two 8-inch 
 connections extends from wharf to 
 one 95 ,240-barrel storage tank at 
 rear; line was blanked at time of 
 survey . 
 
 One 12- and one 10-inch cement pipe- 
 lines extend to wharf from cement 
 plant in rear. 
 
32 
 
 PIERS, WHARVES, AND DOCKS 
 
 Corps of Engineers Port Code No 
 
 03070 
 
 
 
 03079 
 
 
 
 03085 
 
 
 
 REFERENCE NUMBER ON MAP no. 2 
 
 40 Dock Code No. 007 
 
 41 Dock Code No. 501 
 
 42 Dock Code No. £15 
 
 NAME 
 
 Colonial Stone Dock. 
 
 U. S. Coast Guard Saugerties Station 
 Dock. 
 
 Alpha Portland Cement Dock. 
 
 LOCATION ON WATERFRONT 
 
 Right bank, Hudson River, Kingston, 
 approximately 2.1 miles below 
 Kings ton-Rhinecl if f Bridge. 
 
 Left bank, Esopus Creek, Saugerties, 
 approximately 0.4 mile above mouth of 
 Esopus Creek. 
 
 Right bank, Hudson River, Cementon, 
 approximately 0.8 mile below Silver 
 Point. 
 
 OWNED BY 
 
 Colonial Sand and Gravel Co., Inc. 
 
 United States Government. 
 
 Alpha Portland Cement Industries. 
 
 OPERATED BY 
 
 do. 
 
 United States Coast Guard. 
 
 Alpha Portland Cement Industries 
 and Paul Blum Co., Inc. 
 
 PURPOSE FOR WHICH USED 
 
 Shipment of crushed stone by barge; 
 occasional mooring of small vessels 
 on lower side. 
 
 Mooring U.S. Coast Guard vessels. 
 
 Lower end: Shipment of cement by 
 barge. Upper end: Receipt of 
 gypsum rock. 
 
 TYPE OF CONSTRUCTION 
 
 Steel sheet pile bulkhead with 
 concrete-surfaced solid fill. 
 
 Timber pile, concrete-decked wharf; 
 extending from timber bulkhead; one 
 small aluminum float moored to lower 
 side of bulkhead. 
 
 Concrete retaining wall with concrete 
 surfaced solid fill on timber reliev- 
 ing platform supported by timber piles, 
 fronted by timber fender system; one 
 steel pile, steel-decked breasting 
 platform with rubber loop fenders, con- 
 nected to lower side by steel catwalk. 
 
 DESCRIPTION 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Dimensions (Feet) 
 
 175 
 
 40 
 
 10 
 
 60 
 
 25 
 
 25 
 
 300, approx. 
 
 35 
 
 5 
 
 Depth Alongside at MLW Do. 
 
 20 
 
 - 
 
 - 
 
 11 
 
 II 
 
 11 
 
 14 
 
 - 
 
 - 
 
 Usable Berthing Space Do. 
 
 175 
 
 40 
 
 _ 
 
 300 w/bulkhead 
 
 
 380 w/dolph. 
 
 
 
 Width of Apron Do. 
 
 Open. 
 
 
 
 Open. 
 
 
 2 & Open. 
 
 
 
 Height of Deck Above ^LW n °- 
 
 10 
 Lighted. 
 
 6 
 Lighted. 
 
 6 and 8 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 - 
 
 Lighted or Unlighted 
 
 Lighted . 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None . 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 One 30-inch, electric belt-conveyor 
 system with 25-foot outboard reach. 
 
 One 10-ton, diesel, mobile crane with 
 30-foot boom. 
 
 One pneumatic pipeline with 40-foot 
 telescoping boom for loading cement 
 onto vessels, extends from storage 
 bin at rear of lower end; a 60-inch 
 electric belt-conveyor extends to 
 plant from upper end for gypsum rock; 
 rate 300 tons per hour. 
 
 RAILWAY CONNECTIONS 
 
 None . 
 
 None. 
 
 Plant trackage connects with 
 Consolidated Rail Corp. 
 
 HIGHWAY CONNECTIONS 
 
 Via plant roads , gravel, 15-20 feet 
 wide, from North Street, asphalt, 
 24 -feet wide. 
 
 Via facility roads, asphalt, from 
 Light Houae Drive, asphalt, 20 feet 
 wide. 
 
 Via plant roads, from U.S. Highway 
 9W, asphalt, 24 feet wide. 
 
 WATCH SUPPLY 
 (Available to Vessels) 
 
 None. 
 
 Through hoae connections. 
 
 None. 
 
 ILtcTntc CURUNT 
 
 (Available to Vessel*) 
 
 None. 
 
 A.C., 220 volts, 3-phase, 60-cycle; 
 A.C., 440 volts, 3-phase, 60-cycle. 
 
 None . 
 
 J IRK PIOTtcTrOR 
 
 Chemical certs and hand extinguishers. 
 
 Fire line and hand extinguishers . 
 
 None. 
 
 E.I M«kf 
 
 Dock house located on apron at rear 
 
 
 Alnha Portland Cement Industries: One 
 
 
 of bulkhead 
 
 supports belt 
 
 -conveyor. 
 
 
 
 
 12-lnch pipeline extends from wharf to 
 one storage tank total capacity 9,850 
 tons not in use at time of survey. 
 
PIERS, WHARVES, AND DOCKS 
 
 33 
 
 Corps of Engineers Port Code No 
 
 03085 
 
 
 
 03093 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 2 
 
 43 Dock Code No. 605 
 
 44 Dock Code No. 120 
 
 45 Dock Code No. 105 
 
 NAME 
 
 Lehigh Portland Cement Co. Dock. 
 
 Marquette Cement Manufacturing Co., 
 Barge Loading Dock. 
 
 R. E. Smith Fuel Co. Dock. 
 
 LOCATION ON WATERFRONT 
 
 Right bank, Hudson River, Cementon, 
 approximately 0.6 mile below Silver 
 Point. 
 
 Right bank, Hudson River, Cementon, 
 approximately 0.6 mile above Silver 
 Point. 
 
 Left bank, Catskill Creek, 
 approximately 0.1 mile above 
 mouth of Catskill Creek. 
 
 OWNED BY 
 
 Lehtgh Portland Cement Co. subsidiary 
 of Heidelberger Portland Zement Werk 
 A.G. 
 
 Marquette Cement Manufacturing Co. 
 
 R. E. Smith Fuel Co., Inc. 
 
 OPERATED BY 
 
 do. 
 
 do. 
 
 do. 
 
 PURPOSE FOR WHICH USED 
 
 Shipment of cement by barge. 
 
 Shipment of cement by barge. 
 
 Receipt of petroleum products by barge. 
 
 TYPE OF CONSTRUCTION 
 
 Timber pile, timber-decked wharf, with 
 3 timber approaches; fronted by con- 
 crete retaining wall; and rubber tire 
 fenders . 
 
 Steel sheet pile bulkhead with solid 
 fill. 
 
 Timber bulkhead with solid fill. 
 
 DESCRIPTION 
 
 Face 
 
 
 
 Face 
 
 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Dimensions (Feet) 
 
 281 
 
 
 
 430 
 
 
 
 100 
 
 15 
 
 15 
 
 Depth Alongside at MLW Do. 
 
 17 
 
 
 
 32 
 
 
 
 9 
 
 - 
 
 - 
 
 Usable Berthing Space Do. 
 
 281 
 
 
 
 430 
 
 
 
 100 
 
 . 
 
 
 Width of Apron Do. 
 
 Open. 
 
 
 
 1 
 
 
 
 15 
 
 
 
 
 Height of Deck Above MLW Do. 
 
 7 
 
 Lighted. 
 
 13 
 Lighted. 
 
 5 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 . 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None . 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 Twelve steel hose line connections 
 (See Remarks) . 
 
 Seven 28-foot, air slide telescoping, 
 loading booms extend from 6 storage 
 bins located one-foot to rear of bulk- 
 head; rate 500 tons/hour (See Remarks). 
 
 None . 
 
 RAILWAY CONNECTIONS 
 
 Plant trackage connects with 
 Consolidated Rail Corp. 
 
 Same as Ref. No. 43. 
 
 None . 
 
 HIGHWAY CONNECTIONS 
 
 Via plant roads, from U.S. Highway No. 
 9W, asphalt, 24 feet wide. 
 
 Same as Ref. No. 43. 
 
 Via terminal road, gravel, from Main 
 Street, concrete, from State Highway 
 No. 385, asphalt, each 24 feet wide. 
 
 WATER SUPPLY 
 
 (Available to Vessels) 
 
 None . 
 
 Through hose connections. 
 
 None . 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 A.C. , 440 volts, 3-phase, 60-cycle. 
 
 A.C, 110/220/440 volts, 3-phase, 
 60-cycle. 
 
 None . 
 
 FIRE Protection 
 
 (Other than City) 
 
 Hand extinguishers. 
 
 Three river water pumps and hand 
 extinguishers 
 
 Hand extinguishers. 
 
 REMARKS 
 
 Cement is loaded directly from trucks 
 to barges through hose connections at 
 docks ide . 
 
 Cement is pneumatically conveyed via 
 6,500-foot long pipeline from plant to 
 six 750 -ton storage bins at a rate of 
 150 tons/hour. 
 
 Three 6-inch pipelines extend to eleven 
 storage tanks in rear, total capacity 
 69,050 barrels. 
 
34 
 
 PIERS, WHARVES, AND DOCKS 
 
 Right bank, Hudson River 
 
 Corps of Engineers Port Code No 
 
 03093 
 
 
 
 03097 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 2 
 
 46 Dock Code No. 110 
 
 47 Dock Code No. 210 
 
 4g Dock Code No. 205 
 
 NAME 
 
 Amos Post Catskill Terminal Dock. 
 
 Peckham Dock. 
 
 Phelps Terminal. 
 
 LOCATION ON WATERFRONT 
 
 Catskill, approximately 800 feet 
 above the mouth of Catskill Creek. 
 
 Athens, approximately 0.3 mile below 
 mouth of Murderers Creek. 
 
 Athens, approximately 0.2 mile below 
 mouth of Murderers Creek. 
 
 OWNED BV 
 
 Amos Post, Inc. 
 
 Peckham Materials Corp. 
 
 Raymond E. Phelps . 
 
 OPERATED BY 
 
 do. 
 
 Peckham Materials Corp., and 
 A . L . Moon , Inc . 
 
 do. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of petroleum products by 
 barge; occasional mooring of small 
 vessels . 
 
 Receipt of petroleum products and 
 asphalt by barge. 
 
 Mooring marine construction equipment. 
 
 TYPE OF CONSTRUCTION 
 
 Timber pile, concrete-decked wharf; 
 fronted by 3 timber breasting 
 dolphins . 
 
 Steel sheet pile, solid-filled, 20- 
 foot diameter cell with 45- by 6-foot 
 timber approach; fronted by timber 
 fender system; one timber breasting 
 dolphin in line with face. 
 
 Natural bank. 
 
 DESCRIPTION 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Face 
 
 
 
 Bank 
 
 
 
 Dimensions (Feet) 
 
 250 
 
 20 
 
 20 
 
 10 
 
 
 
 500 approx. 
 
 
 
 Depth Alongside at MLW Do. 
 
 18 
 
 _ 
 
 _ 
 
 15 
 
 
 
 0-10 
 
 
 
 Usable Berthing Space Do. 
 
 250 
 
 - 
 
 - 
 
 130 w/dolph. 
 
 
 
 Open mooring. 
 
 
 Width of Apron Do. 
 
 15 and 20 
 
 
 
 - 
 
 
 
 1 
 
 
 Height of Deck Above MLW Do. 
 
 8 
 
 Lighted. 
 
 9 
 
 Lighted. 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 - 
 
 Lighted or Unlighted 
 
 Unlighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 t irgo r* . i . r s 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 None. 
 
 None. 
 
 None. 
 
 RAILWAY COHNECTIOMS 
 
 None. 
 
 Rone .. 
 
 None. 
 
 HIGHWAY COKMECTIOK3 
 
 VU terminal road, asphalt, from Main 
 Street, concrete, 24 feet wide, from 
 State Highway No. 385, aaphalt, 24 
 feet wide. 
 
 Via plant roads, gravel, from State 
 Highway No. 385, asphalt, 24 feet 
 wide. 
 
 Via private road, unpaved, from State 
 Highway No. 385, asphalt, 24 feet wide. 
 
 ■ ATM SUPPLY 
 (Available to Weasels) 
 
 None. 
 
 Nona . 
 
 None. 
 
 UniN E0HD1 
 
 'Available to Veaaela) 
 
 lOBI . 
 
 None. 
 
 Nnni- . 
 
 MWT PROtTTTHHI 
 
 Qmmta*] earl nd '■•""> Nctlaguiahers. 
 
 lOM . 
 
 Nnni- . 
 
 ■ >*>-, 
 
 One 6- Inch pipeline extends from 
 
 Peckham Mnt« i Lnls Corp. < 
 
 .1. H In, ll 
 
 f to 3 
 ear, total 
 
 . h |. 1 pi 1 i iii 
 
 ge tank. 
 
 
 
 wharf to 14 
 total capacl 
 
 itorage tanks 
 ty 52,980 bar 
 
 in rear, 
 
 ill. 
 
 |, Ipr 1 in> . - l'-M<1n I [ mil wl..ir 
 
 asphalt storage tanka in t 
 capacity 33,810 barrels. 
 
 A . L. Moon j I m '»ii. <■ i i 
 '■■'" IwirrH Horn 
 
 
 
 
PIERS, WHARVES, AND DOCKS 
 Right bank, Hudson River 
 
 35 
 
 Corps of Engineers Port Code No. 03097 
 
 REFERENCE NUMBER ON MAP NO. 2 
 
 49 
 
 Dock Code No. 205 
 
 Dock Code No. 705 
 
 51 
 
 Dock Code No. 708 
 
 Amos Post Athens Terminal Dock. 
 
 Powell & Minnock Dock. 
 
 Atlantic Cement Loading Dock. 
 
 LOCATION ON WATERFRONT 
 
 Athens, approximately 500 feet 
 below mouth of Murderers Creek. 
 
 Coeymans , approximately 0.5 mile 
 above mouth of Coeymans Creek. 
 
 Coeymans, approximately 1.2 miles 
 above mouth of Coeymans Creek. 
 
 OWNED BY 
 
 Amos Post Inc. 
 
 Powell & Minnock Brick Works, Inc., 
 subsidiary of General Dynamics Corp. 
 
 Atlantic Cement Co., In 
 of Newmont Mining Co. 
 
 a subsidiary 
 
 OPERATED BY 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of petroleum products by 
 barge . 
 
 Shipment of brick by barge. 
 
 Shipment of cement by barge and receipt 
 of gypsum rock by ship. 
 
 TYPE OF CONSTRUCTION 
 
 Tinier bulkhead with solid fill. 
 
 Timber bulkhead with solid fill. 
 
 Marginal wharf: Concrete bulkhead, 
 with solid fill; 2 steel pile, concrete- 
 capped breasting dolphins on each side 
 in line with face connected by steel 
 catwalks; fronted by rubber fender 
 system. 
 
 DESCRIPTION 
 
 Lower side 
 
 Upper side 
 
 Depth Alongside at MLW 
 
 32 
 
 Usable Berthing Space 
 
 666 w/dolphs 
 
 30 and open 
 
 Open. 
 
 ight of Deck Above MLW Do. 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 Lighted. 
 
 Lighted. 
 
 Lighted 
 
 TRANSIT SHEDS 
 
 and Type of Construction 
 
 Length and Width 
 
 Height Inside 
 
 Cargo (Sq.Ft.) 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 Cargo Doors 
 
 MECHANICAL HANDLING FACILITIES 
 
 One 10-ton, twin-cantilever boom 
 gantry crane with 40-foot outboard 
 reach; flush to brick storage ware- 
 house in rear, overhead bridge crane 
 in warehouse transports brick onto 
 gantry crane to load barges; rate 
 100 tons /hour. 
 
 Air slide telescoping boom extends over 
 vessel from 500-ton capacity receiving 
 hopper on wharf; a 48-inch electric 
 belt-conveyor serving hopper extends to 
 cement plant 1^ miles in rear; rate 
 1,000 tons/hour. One 48-inch, electric, 
 belt-conveyor serving hopper extends from 
 north dolphin to yard at rear for receipt 
 of gypsum rock; rate 1,000 tons/hour. 
 One swivel- jointed unloading arm was 
 not in use at time of survey. 
 
 RAILWAY CONNECTIONS 
 
 Plant trackage; connects with Con- 
 solidated Rail Corp. 
 
 HIGHWAY CONNECTIONS 
 
 Via terminal road, gravel, from 
 State Highway No. 385, asphalt, 
 24 feet wide. 
 
 Via plant roads, from State Highway 
 No. 144, asphalt, 24 feet wide. 
 
 Via plant roads, gravel, from U.S. 
 Highway 9W, asphalt, 24 feet wide. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 Through 4-inch line. 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 FIRE PROTECTION 
 
 (Other than City) 
 
 A.C., 120 volts, single-phase, 60- 
 cycle; A.C. 440 volts, 3-phase, 
 60-cycle. 
 
 Dry chemical cart. 
 
 Hand extinguishers. 
 
 Chemical cart, fire hose, 
 extinguishers . 
 
 Four 6-inch pipelines extend from 
 wharf to 11 storage tanks in rear, 
 total capacity 107,140 barrels. 
 
 One 10-inch pipeline extends from 
 wharf to 2 storage tanks in rear, 
 total capacity 37,600 tons; not in 
 use at time of survey. 
 
36 
 
 PIERS, WHARVES, AND DOCKS 
 
 Right bank, Hudson River, Bethlehem 
 
 Corps of Engl 
 
 Port Code No. 
 
 REFERENCE NUMBER ON MAP NO. 2 
 
 Dock Code No. 010 
 
 Dock Code No. Oil 
 
 Dock Code No. Q15 
 
 Sears Oil Co. Tanker Wharf. 
 
 Sears Oil Co. Barge Wharf. 
 
 Exxon Co. U.S.A. South Dock 
 
 LOCATION ON WATERFRONT 
 
 Approximately 2,200 feet above 
 Van Wies Point. 
 
 In rear of and adjacent to inner 
 end of approach to Tanker Wharf. 
 (Ref. No. 52). 
 
 Approximately 2,800 feet above 
 Van Wies Point. 
 
 Sears Oil Company, Inc. 
 
 Sears Oil Company, Inc. 
 
 OPERATED BY 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of petroleum products by 
 tanker. 
 
 Receipt of petroleum products by 
 barge. 
 
 Receipt and shipment of petroleum 
 products by barge. 
 
 TYPE OF CONSTRUCTION 
 
 Steel H-pile, concrete-decked, off- 
 shore wharf with 80- by 20-foot 
 approach; and row of four 22-foot, 
 steel sheet pile, concrete-capped, 
 cellular breasting dolphins in 
 line with face; all connected by 
 catwalks . 
 
 Steel sheet pile bulkhead with 
 solid fill; fronted by timber 
 fender system. 
 
 Steel pile, concrete-decked, steel 
 plate surfaced, offshore wharf with 
 steel approach at north end; three 
 23-foot, steel, sheet pile, cellular 
 breasting dolphins in line with face 
 of wharf; connected by catwalks. 
 
 DESCRIPTION 
 
 (Feet) 
 
 Upper side 
 
 Upper side 
 
 20 
 
 Depth Alongside at 
 
 31 
 
 27 
 
 Usable Berthing Space 
 
 191 w/dolphs 
 
 192 w/dolphs 
 
 Width of Apr 
 
 Open. 
 
 Open. 
 
 Open . 
 
 Height of Deck Above MLW Do. 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 Lighted. 
 
 14 
 
 500 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 Length and Width 
 
 Height Inside 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 Cargo Doors 
 
 MECHANICAL HANDLING FACILITIES 
 
 Steel tower on platform for 
 handling hose. 
 
 RAILWAY CONNECTIONS 
 
 HIGHWAY CONNECTIONS 
 
 Via terminal road, asphalt, 25 feet 
 wide, from State Highway No. 144, 
 concrete, 24 feet wide. 
 
 Same as Ref. No. 52. 
 
 Via terminal road, gravel, 10 feet wide, 
 from State Highway No. 144, concrete, 
 24 feet wide. 
 
 ■ ATM SUPPLY 
 (Available to Vessels) 
 
 IUcteIc ttUWt 
 
 'Aval J-M- tO Voseels) 
 
 TTwrvfrnrmm — 
 
 St earn line, hand extinguishers , and 
 watchmen. 
 
 Same a* Ref. No. 52. 
 
 Hydrants, hoae, and hand extinguishers. 
 
 
 Ten 8- Inch pipelines extend from 
 wharf and connect with one 16- 
 snd four 12- Inch pipelines 
 extending to 12 storage tanks In 
 rear, total capacity 2,000,000 
 barrels. 
 
 Five 8- inch pipeline connections at 
 wharf connect with 16- and 12-lnch 
 pipelines described under Rrf. No. 
 53. 
 
 Three 14-, one 12-, and five 10-lnch 
 pipelines, with fifteen 8-lnch con- 
 nections extend from wharf to 20 storage 
 tanks, total capacity 1,400,000 barrels. 
 Tanks sre located along both sides of 
 State Highway No. 144. 
 
 In addition, one 6-lnch ballast waterllne 
 extends to wharf from one 16, 700 -barrel 
 storage tank at rear serving company* 
 North Dock (Ref. No. 55). 
 
PIERS, WHARVES, AND DOCKS 
 Right bank, Hudson River, Bethlehem 
 
 37 
 
 Corps of Engineers Port Code No. 03130 
 
 REFERENCE NUMBER ON MAP NO. 2 
 
 Dock Code No. 017 
 
 Dock Code No. 020 
 
 Dock Code No. 022 
 
 Exxon Co. U.S. A North Dock. 
 
 Texaco Ballast Dock. 
 
 Texaco North Wharf. 
 
 Approximately 3,400 feet above 
 Van Wies Point. 
 
 LOCATION ON WATERFRONT 
 
 Approximately 3,700 feet above 
 Van Wies Point. 
 
 Approximately 4,200 feet above 
 Van Wies Point. 
 
 Exxon Co. U.S.A. 
 
 Texaco, Inc. 
 
 Texaco, Inc. 
 
 OPERATED BY 
 
 Not operated. 
 
 PURPOSE FOR WHICH USED 
 
 Shipment of petroleum products 
 by barge. 
 
 Receipt of petroleum products by 
 tanker; receipt and shipment of 
 petroleum products by barge. 
 
 TYPE OF CONSTRUCTION 
 
 One steel sheet pile, cellular, 
 breasting dolphin with rectangular 
 concrete deck and 100- by 5-foot 
 steel approach; a similar dolphin 
 is located north of and in line 
 with face. 
 
 One large, steel H-pile, breasting 
 dolphin with 50- by 4-foot approach 
 from shore, and a smaller steel, 
 H-pile breasting dolphin located 
 on lower side. 
 
 Steel H-pile, concrete-decked, off- 
 shore wharf, with steel approach at 
 south end- two 25-foot, steel sheet 
 
 file, cellular breasting dolphins in 
 ine with face; fronted by rubber tire 
 fenders. Catwalks extend from shore 
 to each dolphin and from north dolphin 
 to north side of wharf. 
 
 DESCRIPTION 
 
 Lower side 
 
 Upper side 
 
 Dolphins 
 
 Lower s ide 
 
 Upper side 
 
 125 
 
 Depth Alongside at MLW 
 
 20-25 
 
 32 
 
 Usable Berthing Space 
 
 80 w/dolph. 
 Open. 
 
 125 
 
 230 w/dolphi 
 
 Width of Apron 
 
 Open. 
 
 Height of Deck Above MLW 
 
 Load Capacity per Sq . Ft . (Lbs.) 
 
 14 
 
 500 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 14 
 Lighted. 
 
 14 
 
 500 
 
 Lighted. 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width 
 
 Height Inside 
 
 Cargo (Sq.Ft.) 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 MECHANICAL HANDLING FACILITIES 
 
 Steel hose handling tower. 
 
 RAILWAY CONNECTIONS 
 
 One 300-foot, surface track west of 
 State Highway No. 144 serves tank car- 
 loading rack; connects with Consolidated 
 Rail Corp; not in use at time of survey. 
 
 HIGHWAY CONNECTIONS 
 
 Via terminal road, gravel, 10 feet 
 wide, from State Highway No. 144, 
 concrete, 24 feet wide. 
 
 Via terminal road, asphalt, from 
 State Highway No. 144, concrete 
 24 feet wide. 
 
 Ref. No. 56. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 FIRE PROTECTION 
 
 (Other than City) 
 
 Hydrants, hose, and hand extin- 
 guishers . 
 
 Hand extinguishers. 
 
 Chemical cart, 2-inch *-iver water line 
 hose, and hand extinguishers. 
 
 Seven 6-inch pipelines extend from 
 dock and connect with pipelines 
 described under -Ref. No. 54. In 
 addition, one 6-inch ballast line 
 extends to wharf from 16 ,700-barrel 
 tank described under Ref. No. 54. 
 Wharf also can be used for the 
 receipt of petroleum products by 
 barge . 
 
 One 6-inch, ballast, pipeline extends 
 to wharf from storage tank and 
 ballast water pond In rear. 
 
 One 12-, two 10-, four 8- and three 
 6-inch pipelines extend from wharf to 
 13 storage tanks, total capacity 
 838,000 barrels. 
 
38 
 
 RIERS, WHARVES, AND DOCKS 
 Right bank, Hudson River 
 
 Corps of Engineers Port Code No 
 
 . 03130 
 
 
 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 2 
 
 58 Dock Code No. 023 
 
 59 Dock Code No. 025 
 
 60 Dock Code No. Q35 
 
 .SAME 
 
 Niagara Mohawk Power Corp. Albany 
 Steamplant Dock. 
 
 Agway Petroleum Wharf. 
 
 Cibro Petroleum Ship Dock. 
 
 LOCATION ON WATERFRONT 
 
 Bethlehem, approximately 1 mile 
 above Van Wies Point. 
 
 Bethlehem, approximately 750 feet 
 above mouth of Island Creek Diversion 
 Channel. 
 
 Albany, approximately 2,900 feet above 
 mouth of Island Creek Diversion Channel 
 
 OWNED BY 
 
 Niagara Mohawk Power Corp. 
 
 Agway Petroleum Corp. 
 
 Albany Port District Commission. 
 
 OPERATED BY 
 
 do. 
 
 do. 
 
 Cibro Petroleum Products, Inc. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of fuel oil for plant consump- 
 tion. 
 
 Receipt of petroleum products by 
 tanker; receipt and shipment of 
 petroleum products by barge. 
 
 Receipt and shipment of asphalt by 
 barge; occasional receipt of asphalt 
 by tanker; receipt of crude oil and 
 petroleum products by barge and tanker. 
 
 TYPE OF CONSTRUCTION 
 
 Steel pile, concrete-decked offshore 
 wharf with steel deck extensions on 
 each side; fronted by timber fender 
 system; 20-foot wide concrete approach 
 from shore; one steel pile, steel- 
 decked, 30- by 35-foot breasting 
 dolphin (continued under Remarks) 
 
 Timber pile, timber-decked, offshore 
 wharf with 70- by 8-foot approach; 
 row of 5 timber pile, triangular- 
 shaped breasting dolphins in line 
 with face. 
 
 Concrete bulkhead with concrete- 
 surfaced solid fill; row of 3 rec- 
 tangular breasting dolphins in line 
 with face; fronted by timber fender 
 system. 
 
 DESCRIPTION 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Face 
 
 
 
 Dimensions (Feet) 
 
 60 
 
 27 
 
 27 
 
 24 
 
 12 
 
 12 
 
 100 
 
 
 
 Depth Alongside at MLW Do. 
 
 33 
 
 - 
 
 - 
 
 30 
 
 - 
 
 - 
 
 28 
 
 
 
 Usable Berthing Space Do. 
 
 380 w/dolphs.(See Remarks.) 
 
 260 w/dolphs 
 
 
 
 280 w/dolphs. 
 
 
 
 Width of Apron Do. 
 
 Open. ] 
 
 Open. 
 
 
 
 Open. 
 
 
 
 Height of Deck Above MLW Do. 
 
 25 
 Lighted. 
 
 11 
 Lighted. 
 
 10 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 - 
 
 Lighted or UnUghted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 Two swivel-jointed unloading arms, 
 each with 35-foot outboard reach. 
 
 One A-frame derrick equipped with 
 2 booms and winch for handling hose. 
 
 Two swivel-jointed unloading arms, 
 each with 50-foot outboard reach. 
 
 RAILWAY CONNECTIONS 
 
 One surface track serving plant in 
 rear connects with Consolidated Rail 
 Corp. 
 
 Two 350-foot, surface tracks serve 
 adjacent fertilizer plant of Agway, 
 Inc.; connect with Delaware and 
 Hudson Railroad. 
 
 Two surface tracks along north side of 
 property serve tank car-loading rack, 
 capacity 10 cars; connect with Albany 
 Port Railroad Corp. which connects with 
 Delaware and Hudson Railroad. 
 
 HIGHWAY CONNECTIONS 
 
 Via plant roads, asphalt, from State 
 Highway No. 144, asphalt, 24 feet 
 wide. 
 
 Via Cabbage Island Road, asphalt, 
 20 feet wide from Port of Albany 
 road , asphalt , 
 
 Via Port of Albany roads, partly paved, 
 20 feet wide from South Pearl Street 
 (State Highway No. 32), asphalt. 
 
 MTU n PPM 
 
 (Available to Veaeels) 
 
 Through 8-lnch main reduced to 3-inch 
 1 ine on wharf. 
 
 None. 
 
 Through hose connections on hydrant. 
 
 ELECT* I C CUMENT 
 (Avi. Wis) 
 
 None. 
 
 None. 
 
 A.C., 440 volte, 3-phase, 60-cycle. 
 
 FIRE PtOTTTTIOB 
 
 than Cite) 
 
 Portable foam and C0 2 carts, hydrants, 
 and watchmen. 
 
 Hand as) Lngulehei i 
 
 Hydrant and hand extinguishers . 
 
 
 on each aide 
 fender ayatei 
 grating catw 
 shore. 
 
 One 20-lnch 
 
 10- J tit 1 
 
 «torege tenk 
 ' h«rr 
 h steam 
 
 Wharf <- an ha 
 
 ! r. \r-r,y 
 
 fronted by rubber loop 
 ■; 3-foot wide steel 
 ■Ike connect dolphins to 
 
 [>ipel lne extend* f i 01 
 
 Three 8-lnch pipelines extend from 
 wharf to 6 storage tanks, total 
 capacity 334,310 barrels. Metered 
 pump with 2-lnoh hose line located 
 on wharf; not In use at time of 
 survey. 
 
 Two 10-lnch pipelines extend from 
 wlunl to 7 asphalt storage tanks, 
 total capacity 193,140 barrels; one 
 14- and one 12-lnch pipelines extend 
 from wharf to 9 fuel oil storage tanks, 
 
 total capacity "j^.Iho barrels. 
 
 
 Ine connections to 3 
 i * apaclty 
 llal. In addition, one 
 line exi BOdl ' Vhfl ■ 1 
 idle vesaels up to 780 
 
 
 
 
 
 
 
PIERS, WHARVES, AND DOCKS 
 Right bank, Hudson River, Albany 
 
 39 
 
 Corps of Engineers Port Code No 
 
 03130 
 
 
 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP N q. 2 
 
 61 Dock Code No. 035 
 
 62 Dock Code No. 045 
 
 63 Dock Code No. 060 
 
 NAME 
 
 Cibro Petroleum Barge Dock. 
 
 Port of Albany, Berth No. 10. 
 
 Port of Albany, Berths Nos. 9, 8, and 7. 
 
 LOCATION ON WATERFRONT 
 
 Approximately 3,100 feet above mouth 
 of Island Creek Diversion Channel. 
 
 Approximately 4,000 feet above mouth 
 of Island Creek Diversion Channel. 
 
 Approximately 5,000 feet above mouth of 
 Island Creek Diversion Channel. 
 
 OWNED BY 
 
 Albany Port District Commission. 
 
 Albany Port District Commission. 
 
 Albany Port District Commission. 
 
 OPERATED BY 
 
 Cibro Petroleum Products, Inc. 
 
 do. 
 
 Albany Port District Commission and 
 National Molasses Co. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt and shipment of asphalt and 
 petroleum products by barge; receipt 
 of crude oil by barge. 
 
 Shipment of scrap metal in foreign 
 trade. 
 
 Receipt and shipment of grain; receipt 
 of molasses by tanker and shipment by 
 barge. 
 
 TYPE OF CONSTRUCTION 
 
 Timber pile, concrete-decked, offshore 
 wharf with 75- by 4-foot timber 
 approach; one timber pile, concrete- 
 capped breasting dolphin on each side 
 and in line with face; connected by 
 timber walkways; one additional timber 
 mooring dolphin located on upper side. 
 
 Concrete retaining wall with solid 
 fill on timber relieving platform 
 supported by timber piles . 
 
 Concrete retaining wall with solid fill 
 on timber relieving platform supported 
 by timber piles. 
 
 DESCRIPTION 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Face 
 
 Lower side 
 
 
 Face 
 
 
 
 Dimensions (Feet ) 
 
 20 
 
 10 
 
 10 
 
 300 
 
 50 
 
 
 1,270 
 
 
 
 Depth Alongside at MLW Do. 
 
 28 
 
 - 
 
 - 
 
 30 
 
 - 
 
 
 32 
 
 
 
 Usable Berthing Space Do. 
 
 210 w/dolph. 
 
 - 
 
 - 
 
 300 (See Remarks.) 
 
 
 1,270 (See Remarks.) 
 
 
 Width of Apron Do. 
 
 Open. 
 
 
 
 Open. 
 
 
 Open. 
 
 
 Height of Deck Above MLW Do. 
 
 10 
 Lighted. 
 
 16.75 
 1,000 
 
 16.75 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 1,000 
 
 Lighted or Unlighted 
 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None . 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 None. 
 
 Four diesel crawler cranes: one 80-ton 
 with 80-foot boom, one 60-ton with 70- 
 foot boom and extensions up to 140 
 feet, and two 35-ton with 60-foot 
 booms and extensions to 100 feet with 
 magnets and clamshell buckets. Sand, 
 gravel, and stone is unloaded from 
 rail cars or trucks into receiving 
 hoppers on wharf by use of diesel, 
 crawler cranes with 50- to 75-foot 
 booms and 1- to 2-cubic yard clamshell 
 buckets; hoppers are served by an elec- 
 tric belt-conveyor extending to ready- 
 mix concrete and asphalt mixing plant 
 in rear operated by Albany Asphalt & 
 Aggregates Corp. 
 
 One pneumatic unit with 8 grain- 
 unloading hoses at Berth No. 8, total 
 unloading rate 20,000 bushels/hour; not 
 in use. Two conveyor galleries extend 
 from grain elevator to 2 loading units 
 on apron; each unit equipped with 2 
 surge tanks; south unit, no longer in 
 use, at Berth No. 9 has two 20-inch 
 loading spouts; north unit at Berth 
 No. 7 has two 20- and six 12-inch load- 
 ing spouts; maximum loading rate 45,000 
 bushels per hour. Electric grain trim- 
 mers supplied by stevedore companies. 
 
 RAILWAY CONNECTIONS 
 
 Two surface tracks along north side of 
 property serve 10-car capacity tank- 
 car loading rack; connect with Albany 
 Port Railroad Corp., which connects 
 with Delaware and Hudson Railroad. 
 
 Albany Port Railroad Corp.: One sur- 
 face track on apron and one surface 
 track in rear join additional trackage 
 serving Port of Albany Terminal; con- 
 nect with Consolidated Rail Corp., and 
 Delaware and Hudson Railroad. 
 
 Albany Port Railroad Corp.: Two surface 
 tracks on apron join trackage serving 
 grain elevator, feed mill, warehouse, 
 120-car-holding yard in rear, and addi- 
 tional trackage serving Port of Albany 
 Terminal; connects with Consolidated 
 Rail Corp., and Delaware and Hudson Rail 
 
 HIGHWAY CONNECTIONS 
 
 Via Port of Albany roads, partly 
 paved, from South Pearl Street (State 
 Highway No. 32). 
 
 Same as Ref. No. 61. 
 
 Same as Ref. No. 61. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 Through hose connections. 
 
 Through hose connections. 
 
 Through 2^-inch hose line with portable 
 water meter. 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 A.C., 440 volts, 3-phase, 60-cycle. 
 
 None. 
 
 ft.C, , 110 volts , single -phase, 60-cycle; 
 A.C., 220 volts, 3-phase, 60-cycle. 
 
 FIRE PROTECTION 
 (Other than City) 
 
 Hydrants and hand extinguishers. 
 
 Hydrants, hose, and watchmen. 
 
 Same as Ref. No. 62. 
 
 REMARKS 
 
 Three 10- and two 8-inch pipelines 
 extend to storage tanks described 
 under Ref. No. 66. 
 
 Berths Nos. 10 thru 1 (Ref. Nos. 62- 
 68) are in line and contiguous, pro- 
 viding a total of 4,070 feet of 
 continuous berthing space. 
 
 Berths Nos. 10 thru 1 (Ref 
 are in line and contiguous 
 total of 4,070 feet of con 
 ing space. 
 
 Cargill, Inc., operates th 
 bushel grain elevator in r 
 Nos. 9 and 8. 
 
 Feed mill, not in use at t 
 is connected to grain elev 
 trie belt-conveyor and by 
 nearby molasses tanks. 
 National Molasses Co.: Tw 
 
 . Nos. 62-68) 
 , providing a 
 :inuous berth- 
 is 13,500,000- 
 sar of Berths 
 
 Lme of survey, 
 3tor by elec- 
 aipeline to 
 
 a 12-inch pipe 
 . 7 to 4 stor- 
 apacity 
 
 
 
 
 
 
 
 
 lines extend from Berth No 
 age tanks at rear, total c 
 4,500,000 gallons. 
 
40 
 
 RIERS, WHARVES, AND DOCKS 
 Right bank, Hudson River, Albany 
 
 Corps of Engineers Port Code No 
 
 03130 
 
 
 
 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 2 
 
 64 Dock Code No. 060 
 
 65 Dock Code No. 060 
 
 66 Dock Code No. 07Q 
 
 NAME 
 
 Port of Albany, Berths Nos. 6 and 5. 
 
 Port of Albany, Berth No. 4. 
 
 Port of Albany, Berth No. 3. 
 
 LOCATION ON WATERFRONT 
 
 Approximately 5,800 feet above mouth 
 of Island Creek Diversion Channel. 
 
 Approximately 6,500 feet above mouth 
 of Island Creek Diversion Channel. 
 
 Approximately 6,900 feet above mouth 
 of Island Creek Diversion Channel. 
 
 OWNED BY 
 
 Albany Port District Commission. 
 
 Albany Port District Commission. 
 
 Albany Port District Commission. 
 
 OPERATED BY 
 
 Albany Port District Commission and 
 Pacific Molasses Co. 
 
 do. 
 
 Albany Port District Commission and 
 United Brands Co. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt and shipment of general cargo 
 in foreign and domestic trade; receipt 
 of molasses by tanker and shipment by 
 barge. 
 
 Receipt and shipment of general cargo 
 in foreign and domestic trades. 
 
 Receipt of bananas in foreign trade. 
 
 TYPE OF CONSTRUCTION 
 
 Concrete retaining wall with asphalt- 
 surfaced solid fill on timber reliev- 
 ing platform supported by timber piles 
 
 Concrete retaining wall with solid 
 fill on timber relieving platform 
 supported by timber piles. 
 
 Concrete pile, concrete-decked wharf. 
 
 DESCRIPTION 
 
 Face 
 
 
 
 Face 
 
 
 
 Face 
 
 
 
 Dimensions (Feet) 
 
 750 
 
 
 
 425 
 
 
 
 425 
 
 
 
 Depth Alongside at MLW Do. 
 
 32 
 
 
 
 32 
 
 
 
 32 
 
 
 
 Usable Berthing Space Do. 
 
 750 
 
 
 
 425 
 
 
 
 425 
 
 
 
 Width of Apron Do. 
 
 45 
 
 
 
 75 
 
 
 
 35 
 
 
 
 Height of Deck Above MLW Do. 
 
 16.75 
 
 1,000 
 Lighted. 
 
 16.75 
 1,000 
 Lighted. 
 
 16.75 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 1,000 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Two - steel frame, metal-covered, 
 concrete floors. (See Remarks.) 
 
 One - steel frame, metal-covered, 
 concrete floor. 
 
 One - steel frame, metal-covered, 
 concrete floor. 
 
 Number and Type of Construction 
 
 Shed No. 5 
 
 Shed No. 4 
 
 Shed No. 3 
 
 Shed No. 2 
 
 Length and Width (Feet) 
 
 300 by 114 
 
 400 by 114 
 
 440 by 80 
 
 400 by 120 
 
 Height Inside Do. 
 
 23 
 
 23 
 
 14 
 
 1st floor, 14; 2d floor, 12 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 34^200 
 
 45,000 
 
 3 5,000 
 
 96,000, total 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 2,000 
 
 2,000 
 
 2,000 
 
 1st floor. 2.000; 2d floor. 400 
 
 Cargo Doors 
 
 Shipside: seven. 
 Others: eight. 
 
 Shipside: nine. 
 Others: ten. 
 
 Shipside: ten. 
 Others: eleven. 
 
 Shipside: 1st floor, 20; 2d floor, 9 
 Others: 1st floor, 9 
 
 MECHANICAL HANDLING FACILITIES 
 RAILWAY CONNECTIONS 
 
 Steel cargo 
 
 transit shed 
 
 Stevedoring 
 
 required. 
 
 Albany Port 
 necting surf 
 tional surfa 
 two platform 
 of transit si 
 375-car hold 
 car loading 
 solidated Ra 
 
 )eams c 
 ■quipmc 
 
 n roof of each 
 nt available as 
 
 d Corp. : Two con- 
 cks and one addl- 
 k on apron, and 
 tracks along rear 
 in trackage serving 
 d and molasses tank- 
 connect with Con- 
 . , and Delaware and 
 
 Stevedoring equipment available as 
 required. 
 
 Albany Port Railroad Corp.: Two 
 platform- level tracks along rear of 
 transit sheds join trackage serving 
 375-car holding yard; connect with 
 Consolidated Rail Corp., and Delaware 
 and Hudson Railroad. 
 
 Steel cargo beams on roof of transit 
 shed. One 5-ton, electric, freight 
 elevator Inside transit shed. Four 
 electric, traveling, gantry, banana 
 unloaders transfer boxes of bananas 
 from ship's hold to transit shed. 
 
 Same as Ref. No. 65. 
 
 
 ice trc 
 e trac 
 •level 
 
 <■■(■; ]< 
 
 ng yar 
 -acks ; 
 LI Corf 
 
 
 
 Hudson Railroad. 
 
 
 HIGHWAY CONNECTIONS 
 
 Via Port of Albany roads, paved, from 
 South Pearl Street (State Highway 
 No. 32). 
 
 Same as Ref. No. 64. 
 
 Same as Ref. No. 64. 
 
 VaVfU *' m y 
 
 f Aval table lo ¥•>■•)■) 
 
 Through 2^-lnch line. 
 
 Same as Ref. No. 64. 
 
 Same as Ref. No. 64. 
 
 u wu en 
 
 (Available to ¥•««•!■> 
 
 A.C., 110 volta, single-phase, 60- 
 cyclt; A.C., 220 volta, 3-phase, 
 60-cycle. 
 
 Seme as Ref. No. 64. 
 
 Seme as Ref. No. 64 
 
 ft nt piryrrrrxm 
 
 Automatic alarm anc 
 
 sprinkler systems 
 ydrants, hose, and 
 
 Seme as Ref. No. 64. 
 
 Same es Ref. No. 64. 
 
 
 In tranalt ahada, I 
 watchman,, 
 
 
 ktm^t 
 
 
 » 12-lnch 
 h No. 6 to 
 
 Tl "< V ■ !'•'■■ ■' ■'!■' ■"• . ' "' ' ' ' "' 
 
 i transit shed, and to plat 1 
 
 along rear of transit shed. 
 
 Trucks have access to apron, Interior 
 
 
 pipallnaa extend from Bert 
 
 of transit shed, and to p 
 rear of transit ahed. 
 
 latform along 
 
 
 cepecJ 
 
 Appro* Lmatal) 
 iloragt area 
 t rani It shad 
 On* prlvetel 
 md In r 
 • i heve 
 
 <<f r ransl I a 
 along rear o 
 Tranalt ah*d 
 
 n revel 1. 
 
 KJ.OQO 
 35 sc 
 locate 
 I . 
 
 f open 
 MI of 
 ■ccess 
 
 gallons. 
 
 rss of paved open 
 
 d In rear of 
 
 tad warehouse 
 Transit Shad No. 4. 
 to apron. Lfll - 
 
 
 
 ivda, i 
 
 r l ram 
 mrm i 
 
 f 1*1 1 u 
 
 It shec 
 •parati 
 
 ■ 
 
 B. 
 
 d by a 
 
 
 
 
 
 
PIERS, WHARVES, AfMD DOCKS 
 
 Right bank, Hudson River, Albany 
 
 Corps of Engineers Port Code No 
 
 03130 
 
 
 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 2 
 
 67 Dock Code No. 072 
 
 68 Dock Code No. 074 
 
 69 Dock Code No. 080 
 
 NAME 
 
 Port of Albany Berth 2. 
 
 Port of Albany Berth 1. 
 
 Port of Albany Small Boat Mooring 
 Wharf. 
 
 LOCATION ON WATERFRONT 
 
 Approximately 7,200 feet above mouth 
 of Island Creek Diversion Channel. 
 
 Approximately 7,700 feet above mouth 
 of Island Creek Diversion Channel. 
 
 Approximately 8,000 feet above 
 mouth of Island Creek Diversion 
 Channel. 
 
 OWNED BY 
 
 Albany Port District Commission. 
 
 Albany Port District Commission. 
 
 Albany Port District Commission. 
 
 OPERATED BY 
 
 do. 
 
 do. 
 
 U.S. Coast Guard and Albany Port 
 District Commission. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt and shipment of general 
 cargo in foreign and domestic trades; 
 receipt of automobiles in foreign 
 trade. 
 
 Receipt and shipment of general cargo 
 in foreign and domestic trades; 
 receipt of automobiles In foreign 
 trade . 
 
 Mooring Coast Guard small vessels. 
 
 TYPE OF CONSTRUCTION 
 
 Concrete pile, concrete-decked wharf. 
 
 Concrete pile, concrete— decked wharf. 
 
 Timber float, moored to timber pile 
 cluster dolphin, partially fronts 
 face of Berth 1; access Is by 36- 
 by 4-foot steel ramp from north 
 side of Berth 1. 
 
 DESCRIPTION 
 
 Face 
 
 
 
 Face 
 
 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Dimensions (Feet) 
 
 300 
 
 
 
 600 
 
 
 
 80 
 
 13 
 
 13 
 
 Depth Alongside at MLW Do. 
 
 32 
 
 
 
 32 
 
 
 
 32 
 
 32 
 
 i? 
 
 Usable Berthing Space Do. 
 
 300 
 
 
 
 600 
 
 
 
 80 
 
 
 
 Width of Apron Do. 
 
 Open. 
 
 
 
 35 
 
 
 
 13 
 
 
 
 Height of Deck Above MLW Do. 
 
 16.75 
 1,000 
 
 Lighted. 
 
 16.75 
 
 1,000 
 Lighted. 
 
 1.7 
 
 Load Capacity per Sq . Ft . (Lbs.) 
 
 - 
 
 Lighted or Unlighted 
 
 Lighted 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 Steel frame, metal-covered, concrete 
 
 floor. 
 
 Shed No. 1 
 
 None. 
 
 Length and Width (Feet) 
 
 
 500 by 120 
 
 
 Height Inside Do. 
 
 
 14 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 60,000 
 
 
 Load Cmpacity per Sq.Ft. (Lbs.) 
 
 
 2,000 
 
 
 Cargo Doors 
 
 
 Shipslde: 12 
 Others: 16 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 Stevedoring equipment available 
 as required. 
 
 Same as Ref. No. 67. 
 
 None. 
 
 RAILWAY CONNECTIONS 
 
 Albany Port Railroad Corp 
 
 : One 
 ending 
 
 connects 
 p . , and 
 ad. 
 
 Albany Port Railroad Corp 
 
 . : Two 
 ig rear of 
 i extending 
 
 connect 
 'p . , and 
 >ad. 
 
 None. 
 
 
 curving, surface track ext 
 from 375-car-yard In rear 
 with Consolidated Rail Coi 
 Delaware and Hudson Railrc 
 
 platform-level tracks alo 
 transit shed join trackag 
 from 375-car-holding yard 
 with Consolidated Rail Co 
 Delaware and Hudson Railr 
 
 
 HIGHWAY CONNECTIONS 
 
 Via Port of Albany roads, paved, 
 from South Pearl Street (State 
 Highway No. 32) . 
 
 Same as Ref. No. 67. 
 
 Same as Ref. No. 67. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 Through 2Jj-Inch line. 
 
 Same as Ref. No. 67. 
 
 Same as Ref. No. 67. 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 None. 
 
 A.C., 110 volts, single-phase, 60- 
 cycle; A.C. , 220 volts, 3-phase, 
 60-cycle, 
 
 Same as Ref. No. 68. 
 
 FIRE PROTECTION 
 
 (Other than City) 
 
 Hydrants, hose, and watchmen. 
 
 Automatic alarm and sprinkler systems 
 in transit sheds. Hydrants, hose, 
 and watchmen. 
 
 Hydrants, hose, hand extinguishers, 
 and watchmen. 
 
 REMARKS 
 
 Berths 10-1 (Ref. Nos . 62-68) are in 
 line and contiguous, providing a 
 total of 4,070 feet of continuous 
 berthing space. 
 
 Port of Albany Storage Warehouse "A" 
 located in rear of transit shed 
 (S.W. Ref. No. 1) . 
 The nearby Delaware and Hudson 
 Railroad's 1,102-car-capacity Kenwood 
 Storage Yard connects with tracks 
 serving Port of Albany Terminal. 
 
 Float is removed during winter to 
 prevent damage from Ice. 
 
42 
 
 PIERS, WHARVES, AND DOCKS 
 Right bank, Hudson River, Albany 
 
 Corps of Engineers Port Code No 
 
 03130 
 
 
 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 2 
 
 70 Dock Code No. 090 
 
 71 Dock Code No. 092 
 
 72 Dock Code No. 094 
 
 NAME 
 
 Mobil Oil Corp. Ship Dock. 
 
 Mobil Oil Corp. Lower Barge Dock. 
 
 Mobil Oil Corp. Asphalt Plant Wharf. 
 
 LOCATION ON WATERFRONT 
 
 Approximately 1.1 miles below Parker 
 Dunn Memorial Bridge. 
 
 Approximately 1 mile below Parker 
 Dunn Memorial Bridge. 
 
 Approximately 0.8 mile below Parker 
 Dunn Memorial Bridge. 
 
 OWNED BY 
 
 Mobil Oil Corp. 
 
 Mobil Oil Corp. 
 
 Mobil Oil Corp. 
 
 OPERATED BY 
 
 do. 
 
 do. 
 
 do. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of petroleum products by 
 tanker and barge. 
 
 Receipt and shipment of petroleum 
 products by barge; fueling small 
 vessels. 
 
 Receipt and shipment of petroleum 
 products by barge. 
 
 TYPE OF CONSTRUCTION 
 
 Steel pile, concrete-deck 
 wharf with steel approach 
 end; one steel pile, cone 
 mooring platform on lower 
 one steel sheet pile, eel 
 ing dolphin on upper side 
 nected to shore by steel 
 approve hps ; fronted hv ru 
 
 ed, offshore 
 
 to lower 
 rete-decked 
 
 side, and 
 Lular breast- 
 , each con- 
 catwalk 
 bher 1 oop fen 
 
 Concrete retaining wall with solid 
 fill on concrete relieving platform 
 supported by timber piles; fronted by 
 rubber fenders. 
 
 Steel sheet pile bulkhead with solid 
 fill. 
 
 DESCRIPTION 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Face 
 
 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Dimensions (Feet) 
 
 50 
 
 25 
 
 25 
 
 460 
 
 
 
 100, approx. 
 
 25 
 
 55 
 
 Depth Alongside at MLW Do. 
 
 29 
 
 - 
 
 - 
 
 16 
 
 
 
 10-12 
 
 - 
 
 - 
 
 Usable Berthing Space Do. 
 
 200 w/dolphs 
 
 
 - 
 
 460 
 
 
 
 100, approx. 
 
 - 
 
 - 
 
 Width of Apron Do. 
 
 Open. 
 
 
 
 Open. 
 
 
 
 Open. 
 
 
 
 Height of Deck Above MLW Do. 
 
 16 
 
 500 
 
 Lighted. 
 
 12 
 
 1,000 
 
 Lighted. 
 
 12 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 - 
 
 Lighted or Unlighted 
 
 Lighted . 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width (Feel 1 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 Steel hose-handling cower on wharf. 
 
 None. 
 
 None. 
 
 RAILWAY CONNECTIONS 
 
 Plant trackage in rear serves tank- 
 car loading racks and company ware- 
 houses; connects with Delaware and 
 Hudson Railroad' s 1 ,100 -car -capacity 
 Kenwood Storage Yard at rear of 
 property. 
 
 Same as Ref. No. 70. 
 
 Same as Ref. No. 70. 
 
 HIGHWAY CONNECTIONS 
 
 Via terminal roads, from Church 
 Street, concrete, 18 feet wide, from 
 Broadway . 
 
 !..im»- .is K. 1 . No, ,'lt 
 
 Same aa Ref. No. 70. 
 
 WATER SUPPLY 
 (Available to fMNU) 
 
 1 '•"■ y\ ' - i n. 1. II •«■ . 
 
 Through 1 *> — and 2-lnch hose connec- 
 tions . 
 
 Nunc . 
 
 I »' FIN * HUH 
 
 (Available to rilMll) 
 
 None. 
 
 None. 
 
 N<<m 
 
 Flir. PP.OTT.C'TTOB 
 
 ■ 
 
 Foa» generator and foam system, chemi- 
 cal cart, hydrants, hand extinguishers 
 plant fire department and watchman, 
 
 Bma ■■ k. i n.j /o 
 
 Same aa Ref. No. 70. 
 
 
 One 16-, four 12-, and on 
 pipelines extend from wha 
 storage tanks, total capa 
 
 LM barrels. 
 An additional 46 storaRW 
 
 t 10-Inch 
 rf to 29 
 
 .nnks at 
 
 Five 10- and two 6-inch pipellnea 
 extend from wharf to storage tanks 
 described under Ref. No. 70. Diesel 
 fuel is supplied to small vessels 
 
 ti a 2-lnch hose and meter | 
 
 Oni nnd four 6-inch pipelines extend 
 from wharf to atorage tanks deacrlbed 
 under Ref. No. 70. In iddltiOIIj one 
 6 Lm h steamllne and one 6-inch ballast 
 line extend to wharf from plant In rear 
 
 
 terminal , to 
 barrel*, ir« 
 wharf. 
 
 tal capacity 
 not connecte* 
 
 '63,820 
 J to the 
 
 tme 6-lnch pipeline extending from a 
 bcrral tank. 
 
 
 
 
PIERS, WHARVES, AND DOCKS 
 
 Right bank, Hudson River 
 
 43 
 
 Corps of Engineers Port Code No 
 
 . 03130 
 
 
 
 
 
 
 03142 
 
 
 
 REFERENCE NUMBER ON MAP NO. 2 
 
 73 Dock Code No . 096 
 
 74 Dock Code No. 100 
 
 75 Dock Code No. 010 
 
 NAME 
 
 Mobil Oil Corp. Marine Lift Dock. 
 
 City Wharf. 
 
 J. R. Sousa and Sons. 
 
 LOCATION ON WATERFRONT 
 
 Albany, approximately 4,000 feet 
 below Parker Dunn Memorial Bridge. 
 
 Albany, approximately 0.1 mile below 
 the Parker Dunn Memorial Bridge. 
 
 Green Island, south end of Center 
 Island. 
 
 OWNED BY 
 
 Mobil Oil Corp. 
 
 City of Albany. 
 
 J. R. Sousa and Sons, Inc. 
 
 OPERATED BY 
 
 do. 
 
 do. 
 
 do. 
 
 PURPOSE FOR WHICH USED 
 
 Launching pollution control boat. 
 
 Occasional mooring of tugs, barges, 
 excursion boats, and other small 
 vessels . 
 
 Receipt of petroleum products by barge. 
 
 TYPE OF CONSTRUCTION 
 
 Steel sheet pile bulkhead with 
 concrete-surfaced solid fill support- 
 ing stationary small boat lift. 
 
 Concrete bulkhead with asphalt- 
 surfaced solid fill. 
 
 Steel barge permanently moored to 2 
 steel dolphins with steel catwalk ap- 
 proach . 
 
 DESCRIPTION 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Face 
 
 Lower side 
 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Dimensions (Feet) 
 
 20 
 
 15 
 
 15 
 
 380 
 
 10 
 
 
 60 
 
 30 
 
 30 
 
 Depth Alongside at MLW Do. 
 
 15 
 
 - 
 
 _ 
 
 0-10 
 
 _ 
 
 
 10 
 
 
 
 Usable Berthing Space Do. 
 
 - 
 
 - 
 
 - 
 
 380 
 
 . 
 
 
 60 
 
 _ 
 
 _ 
 
 Width of Apron Do. 
 
 Open. 
 
 
 
 Open. 
 
 
 
 
 
 
 Height of Deck Above MLW 0° ■ 
 
 12 
 
 Lighted. 
 
 12 
 
 Lighted. 
 
 5 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 Stationary small boat lift. 
 
 None. 
 
 Steel hose-handling tower. 
 
 RAILWAY CONNECTIONS 
 
 None. 
 
 None. 
 
 None. 
 
 HIGHWAY CONNECTIONS 
 
 Via terminal roads from Church Street, 
 concrete, 18 feet wide, from Broadway. 
 
 Via Broadway, concrete, 36 feet wide, 
 from Interstate Highway No. 787, 
 concrete, dual lane. 
 
 Via terminal roads, from Osgood Avenue, 
 concrete and asphalt, from Interstate 
 Highway No. 787, concrete, dual lane. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 None. 
 
 None. 
 
 None. 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 None . 
 
 None. 
 
 A. C. , 110 volts, single-phase, 60-cycle 
 A. C, 220 volts, 3-phase, 60-cycle. 
 
 FIRE PROTECTION 
 (Other than City) 
 
 None. 
 
 Hydrants . 
 
 Chemical cart and hand extinguishers. 
 
 REMARKS 
 
 
 
 Two 8- inch pipelines extend across 
 west channel to 13 storage tanks on 
 Green Island, total capacity 285,710 
 barrels . 
 
44 
 
 PIERS, WHARVES, AND DOCKS 
 
 Right bank, Hudson River 
 
 Corps of Engineers Port Code No. 03142 
 
 REFERENCE NUMBER ON MAP NO. 2 
 
 76 
 
 Dock Code No. 020 
 
 Dock Code No. Q15 
 
 Dock Code No. 020 
 
 Tenneco Dock. 
 
 King Service Green Island Plant Dock. 
 
 Ashton Fuel Dock. 
 
 LOCATION ON WATERFRONT 
 
 Green Island, approximately 1,000 feet 
 above lower end of Center Island. 
 
 Green Island, approximately 1,400 feet 
 above lower end of Center Island. 
 
 Cohoes , approximately 0.1 mile below 
 Troy-Cohoes (State Highway No. 470) 
 Bridge. 
 
 Tenneco Oil Co., Division of Tenneco, 
 Inc. 
 
 King Service, Inc. 
 
 Nervene Inc. 
 
 OPERATED BY 
 
 Not operated. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of petroleum products by 
 barge . 
 
 Receipt of petroleum products by 
 barge . 
 
 TYPE OF CONSTRUCTION 
 
 Floating steel barge connected to 
 shore by timber catwalk; fronted by 
 rubber tire fenders. 
 
 Natural bank. 
 
 Two cylindrical, concrete breasting 
 dolphins; lower dolphin connected to 
 shore by timber pile, timber-decked 
 approach. 
 
 DESCRIPTION 
 
 Lower side 
 
 Upper side 
 
 Breasting 
 dolphins 
 
 Depth Alongside at MLW 
 
 Usable Berthing Space 
 
 Width of Apron 
 
 Open. 
 
 Open. 
 
 Qp-£XLi_ 
 
 Height of Deck Above mlw V°. 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 Lighted. 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Suwber and Type of Construction 
 
 Lighted. 
 
 None. 
 
 Length and Width 
 
 (Feet) 
 
 Height Inside 
 
 Area for Cargo (Sq.Ft.) 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 Cargo Door 
 
 MECHANICAL HANDLING FACILITIES 
 
 One electric mast-and-boom derrick 
 with 25-foot boom for handling hose. 
 
 RAILWAY CONNECTIONS 
 
 HIGHWAY CONNECTIONS 
 
 Via terminal road, asphalt, from Os- 
 good Avenue, concrete and asphalt, 
 from Interstate Highway No. 787, con- 
 crete, dual lane. 
 
 as Ref. No. 76. 
 
 Via terminal roads, from Delaware Avenue, 
 asphalt, 20 feet wide, from Ontario Street, 
 State Highway No. 470, asphalt, 35 feet 
 wide. 
 
 WAT1R SUPPLY 
 (Available to Vt»uU) 
 
 Ron*. 
 
 None. 
 
 ILiCTwic cuWtwT 
 
 (Available to Veaeele) 
 
 my vwmLiiw — 
 
 (Other than City* 
 
 Chemical cart and hand extinguishers. 
 
 Hydrant and hand extinguishers. 
 
 Three 6-lnch pipelines extend from 
 wharf to 16 storage tanks, total 
 capacity 199,000 barrels. 
 
 Two 8- Inch pipelines extend from wharf 
 to 4 storage tanks, total capacity 
 95,240 barrels. 
 
 Dock was formerly used for receipt of 
 
 pal mi .in,, pi ,,,1,1, 1 1 i. Y i».u ■>',■■ . 
 
 Two storage tanks, total capacity 
 
 36,190 barrels, located in rear. A 6-inch 
 
 pipeline extending from dock to one of 
 
 the tanks has been removed. 
 
PIERS, WHARVES, AND DOCKS 
 
 Hudson River 
 
 45 
 
 Corps oT Engineers Port Code No 
 
 03145 
 
 
 
 
 
 
 03143 
 
 
 
 REFERENCE NUMBER ON MAP NO. 2 
 
 79 Dock Code No. 030 
 
 80 Dock Code No. 050 
 
 81 Dock Code No. 906 
 
 NAME 
 
 Norlite Corp. Barge Wharf. 
 
 Matton Shipyard Dock. 
 
 Corps of Engineers Wharf. 
 
 LOCATION ON WATERFRONT 
 
 Cohoes, right bank, approximately 0.4 
 mile above Troy-Cohoes Bridge. 
 
 Cohoes, right bank, approximately 0.5 
 mile above Troy-Cohoes Bridge. 
 
 Troy, NY, at Hudson River Lock. 
 
 OWNED BY 
 
 State of New York, Office of General 
 Services . 
 
 Matton Shipyard Co., Inc., subsidiary 
 of Turecamo Coastal ^Harbor Towing 
 Corp. 
 
 U.S. Government. 
 
 OPERATED BY 
 
 Norlite Corp. 
 
 do. 
 
 Corps of Engineers. 
 
 PURPOSE FOR WHICH USED 
 
 Shipment of crushed stone by barge. 
 
 Mooring vessels for repair and out- 
 fitting. 
 
 | 
 
 Mooring U.S. Government vessels. 
 
 TYPE OF CONSTRUCTION 
 
 Concrete bulkhead with solid fill. 
 
 Steel sheet pile retaining wall with 
 solid fill. 
 
 Concrete bulkhead with solid fill. 
 
 DESCRIPTION 
 
 Face 
 
 
 
 Face 
 
 Lower side 
 
 Upper side 
 
 Face 
 
 Lower side 
 
 
 Dimensions (Feet) 
 
 340 
 
 
 
 45 
 
 70 
 
 70 
 
 230 
 
 60 
 
 
 Depth Alongside at MLW Do. 
 
 11 
 
 
 
 8 
 
 4-8 
 
 0-8 
 
 11 
 
 14 
 
 
 Usable Berthing Space Do. 
 
 340 
 
 
 
 45 
 
 70 
 
 - 
 
 230 
 
 60 
 
 
 Width of Apron Do. 
 
 Open. 
 
 
 
 Open. 
 
 
 
 Open. 
 
 
 
 Height of Deck Above MLW Do. 
 
 7 
 Lighted. 
 
 10 • 
 Unlighted. 
 
 10 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 - 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 One 36-inch, electric belt-conveyor 
 with 10- to 20-foot outboard reach, 
 extending from wheeled hopper; loading 
 rate 260 tons per hour. 
 
 One 13-ton, diesel crawler crane with 
 with 30-foot boom and one 7-ton diesel 
 mobile crane. 
 
 One 25-ton, gasoline, mobile crane 
 with 80-foot, hydraulic, telescopic 
 boom. 
 
 RAILWAY CONNECTIONS 
 
 None. 
 
 None. 
 
 None. 
 
 HIGHWAY CONNECTIONS 
 
 Via road, gravel, from Delaware 
 Avenue, asphalt, 15 feet wide, from 
 Ontario Street (State Highway No. 470), 
 asphalt, 35 feet wide. 
 
 Via plant road, gravel, from Delaware 
 Avenue, asphalt, 15 feet wide, from 
 Ontario Street (State Highway No. 
 470), asphalt, 35 feet wide. 
 
 Via facility roads, asphalt, from Bond 
 Street, asphalt, 18 feet wide, from 
 River Street (U.S. Highway No. 4), 
 asphalt, 40 feet wide. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 None. 
 
 None. 
 
 Through hose connections. 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 A.C., 110 volts, single-phase, 60- 
 cycle. 
 
 A.C., 110 volts, single-phase, 60- 
 cycle; A.C., 220 volts, 3-phase, 
 60-cycle. 
 
 Same as Ref. No. 80. 
 
 (Other than City) 
 
 None. 
 
 Hand extinguishers . 
 
 Hydrant. 
 
 REMARKS 
 
 
 Marine repair plant in rear; side 
 launchway located above wharf. 
 
 Corps of Engineers Area Office located 
 at rear. 
 
46 
 
 PIERS, WHARVES, AND DOCKS 
 Left bank, Hudson River, Troy 
 
 Corps of Engineers Port Code No 
 
 . 03141 
 
 
 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 2 
 
 82 Dock Code No. 040 
 
 83 Dock Code No. 055 
 
 84 Dock Code No. 010 
 
 NAME 
 
 Clemente-Latham Dock. 
 
 King Service South Troy Plant Dock. 
 
 Chevron U.S.A. Troy Terminal Dock. 
 
 LOCATION ON WATERFRONT 
 
 Approximately 1,800 feet below Troy- 
 Congress Street Bridge. 
 
 Approximately 750 feet above Troy- 
 Menands Bridge. 
 
 Approximately 700 feet above Troy- 
 Menands Bridge. 
 
 OWNED BY 
 
 Clemente-Latham Concrete Corp. 
 
 King Service, Inc. 
 
 King Service, Inc. 
 
 OPERATED BY 
 
 do. 
 
 do. 
 
 Chevron U.S.A. , Inc. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of sand and stone by barge. 
 
 Receipt of petroleum products by 
 barge . 
 
 Receipt of asphalt by barge. 
 
 TYPE OF CONSTRUCTION 
 
 Concrete bulkhead with solid fill. 
 
 Timber pile, timber-decked offshore 
 wharf; 3 steel sheet pile, cellular, 
 breasting dolphins in line with face 
 connected by catwalks; dolphins are 
 shared with Ref. No. 84. 
 
 Timber pile, timber-decked offshore 
 wharf with 114- by 5-foot timber 
 approach; 3 steel sheet pile, cellular 
 breasting dolphins in line with face, 
 dolphins are shared with Ref. No. 83. 
 
 DESCRIPTION 
 
 Face 
 
 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Dimensions (Feet) 
 
 250 
 
 
 
 15 
 
 35 
 
 15+20 
 
 15 
 
 15 
 
 15 
 
 Depth Alongside at MLW Do. 
 
 10 
 
 
 
 15 
 
 - 
 
 - 
 
 14 
 
 - 
 
 - 
 
 Usable Berthing Space Do. 
 
 250 
 
 
 
 148 w/dolphs. 
 
 
 - 
 
 148 w/dolphs. 
 
 - 
 
 - 
 
 Width of Apron Do. 
 
 20 
 
 
 
 Open. 
 
 
 
 Open. 
 
 
 
 Height of Deck Above MLW Do. 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 9 
 Unlighted. 
 
 15 
 Lighted. 
 
 15 
 
 Lighted or Unllghted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Nimber and Type of Construction 
 
 None. 
 
 None . 
 
 None . 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 One 50-ton diesel, crawler crane 
 with 60-foot boom and 1-cubic yard 
 bucket. 
 
 Boat lift located at rear of wharf 
 for launching small pollution control 
 boat. 
 
 None. 
 
 RAILWAY CONNECTIONS 
 
 One surface track in rear of plant 
 connects with tracks of Boston and 
 Maine Corp. 
 
 One surface track in rear connects 
 with Consolidated Rail Corp. 
 
 One surface track in rear of plant 
 connects with Consolidated Rail Corp. 
 
 HIGHWAY CONNECTIONS 
 
 Via plant road, gravel, from Washing- 
 ton Street, asphalt, 30 feet wide, 
 from Second Street (U.S. Highway 
 No. 4), asphalt, 36 feet wide. 
 
 Via plant road, gravel, from Main 
 Street, asphalt, from U.S. Highway 
 No. 4, asphalt. 
 
 Same as Ref. No. 83. 
 
 WATER SUPPLY 
 (Available to ¥•■■•)■) 
 
 Nona. 
 
 Through hose connections. 
 
 None. 
 
 rXIcf*ic oHtAitiT 
 (Aral labia t* vr*«*u) 
 
 Nona. 
 
 A.C., 110 volts, single-phase, 60- 
 cycle; A.C., 220 volts, 3-phase, 
 60 -cycle. 
 
 A.C., 110 volts, single-phase, 60- 
 
 . y< 1 ■■ , 
 
 PIRI PRDTI/'TlfJN 
 
 Nona. 
 
 Plant fire department, hy 
 water pumps, and hand ext 
 
 drent , river 
 
 Chemical cart and hand extinguishers. 
 
 (Other than ' 
 
 lnguishers. 
 
 
 ■ i m"t 
 
 Ready-alx concrete plant located 
 at rear. 
 
 ind one 6-inch pipelines 
 extend from wharf to 7 storage tanks, 
 total capacity 190,480 barrela. 
 Wharf Is connected to Ref. No. 84 by 
 r cetwolk. 
 
 Oni 1 h |>l |>. 1 Inr i-x I ri.ii' i ■ ■■-■■ ■■■ii m i 
 
 to 8 storage tanks located below Troy- 
 Menands Bridge, total capacity 106,000 
 
 lull 1 I 1 
 
 Wharf is connected to Ref. No. 83 by 
 timber catwalk . 
 
PIERS, WHARVES, AND DOCKS 
 Left bank, Hudson River, Rensselaer 
 
 47 
 
 Corps of Engineers Port Code No 
 
 . 03135 
 
 
 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 2 
 
 85 Dock Code No. 065 
 
 86 Dock Code No. 055 
 
 87 Dock Code No. 052 
 
 NAME 
 
 Port of Albany Lumber Terminal Wharf. 
 
 Bray Terminals Wharf. 
 
 Shell Oil Co. North Dock. 
 
 LOCATION ON WATERFRONT 
 
 Above turning basin. 
 
 Approximately 1,000 feet below 
 turning basin. 
 
 Approximately 0.2 mile below 
 turning basin. 
 
 OWNED BY 
 
 Albany Port District Commission. 
 
 Bray Terminals, Inc. 
 
 Shell Oil Company. 
 
 OPERATED BY 
 
 Albany Port District Commission and 
 Ashland Oil Co. 
 
 Bray Terminals, Inc. and Getty 
 Refining and Marketing Company. 
 
 do. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of lumber and occasional 
 receipt of caustic soda by barge; 
 mooring tugs. 
 
 Receipt and occasional shipment of 
 petroleum products by barge. 
 
 Receipt and shipment of petroleum 
 products by barge. 
 
 TYPE OF CONSTRUCTION 
 
 South 605-foot portion: Concrete deck 
 supported by cellular concrete 
 caissons. (See Remarks.) 
 North 600-foot portion: Concrete 
 retaining wall with asphalt-surfaced, 
 solid fill, on timber relieving 
 platform supported by timber piles. 
 
 Timber pile, timber decked offshore 
 wharf with 110- by 10-foot approach 
 and pipeline trestle; 2 timber and 
 4 steel H-pile mooring dolphins in 
 line with face. 
 
 Timber pile, 15-foot wide, timber- 
 decked pier extending at angle from 
 steel sheet pile bulkhead with solid 
 fill; row of timber pile, mooring 
 dolphins in line with face. 
 
 DESCRIPTION 
 
 Face 
 
 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Dimensions (Feet) 
 
 1.205 
 
 
 
 60 
 
 25 
 
 25 
 
 19 
 
 35 
 
 35 
 
 Depth Alongside at WLW Do. 
 
 32 
 
 
 
 23.5 
 
 - 
 
 - 
 
 14 
 
 - 
 
 
 Usable Berthing Space Do. 
 
 1,205 
 
 
 
 250 w/dolphs. 
 
 
 _ 
 
 100 w/dolphs 
 
 . 
 
 _ 
 
 Width of Apron Do. 
 
 Open. 
 
 
 
 Open. 
 
 
 
 Open. 
 
 
 
 Height of Deck Above MLW Do. 
 
 16.5 
 500 
 
 Lighted. 
 
 12 
 
 Lighted. 
 
 7 
 
 Load Capacity per Sq . Ft . (Lbs.) 
 
 - 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None, 
 
 None . 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 Seven steel cargo masts in rear of 
 
 north 600-foot portion of wharf, not 
 
 in use at time of survey. 
 
 Lumber and stevedore companies supply 
 
 straddle trucks, fork lift trucks, 
 
 and other mechanized equipment as 
 
 required. 
 
 Two hand-operated mast and boom 
 derricks for handling hose. 
 
 Boat lift on lower side of pier for 
 pollution control boat. 
 
 RAILWAY CONNECTIONS 
 
 Albany Port Railroad Corp.: trackage 
 in rear serves open, lumber storage 
 area and warehouses; connects with 
 Consolidated Rail Corp. Two surface 
 tracks on apron were not connected to 
 other trackage at time of survey. 
 
 One unused surface track on north side 
 of property serves tank carloading 
 rack; connects with Consolidated Rail 
 Corp. 
 
 None. 
 
 HIGHWAY CONNECTIONS 
 
 Via Port of Albany roads from 
 Riverside Avenue, concrete, 18 feet 
 wide. 
 
 Via terminal road from Riverside 
 Avenue, concrete, 18 feet wide. 
 
 Same as Ref. No. 86. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 None. 
 
 Through one 3-inch line. 
 
 None. 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 None. 
 
 A.C., 110 volts, single-phase, 
 60-cycle. 
 
 None. 
 
 FIRE PROTECTION 
 (Other than City) 
 
 Hydrants, hose, hand extinguishers, 
 and watchmen. 
 
 Foam trailer, hose, waterline, and 
 hand extinguishers. 
 
 Same as Ref. No. 86. 
 
 REMARKS 
 
 South portion of wharf was under con- 
 struction at time of survey, to be 
 completed in 1980. Twenty acres of 
 open lumber storage area and 3 ware- 
 houses for private storage of lumber 
 located in rear; combined floor area 
 of warehouses is approximately 43,000 
 
 Bray Terminals, Inc.: Foi 
 
 lr 10- and 
 id from 
 Lonal plpe- 
 >ank in rear 
 iks , total 
 
 .ng Company : 
 
 Four 8- and two 6-inch pipelines extend 
 from pier to 21 storage tanks described 
 under Ref. No. 88. 
 
 
 two 8-inch pipelines extei 
 wharf and join with addit 
 lines located along river 
 which serve 10 storage tar 
 capacity 381,500 barrels. 
 Getty Refining and Market 
 
 
 square feet. 
 Ashland Oil 
 soda through 
 extending to 
 storage tank 
 
 Co.: Receipt 
 one 4-inch p 
 one 500,000- 
 
 of caustic 
 Lpeline 
 gallon 
 
 One 12-Inch pipeline extends to 7 
 storage tanks, total capacity 
 264,330 barrels. 
 
 
 
 
48 
 
 PIERS, WHARVES, AND DOCKS 
 Left bank, Hudson River 
 
 Corps of Engineers Port Code No 
 
 03135 
 
 
 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 2 
 
 88 Dock Code No. 050 
 
 89 Dock Code No. 040 
 
 90 Dock Code No. 035 
 
 NAME 
 
 Shell Oil Co., Rensselaer Terminal 
 South Dock. 
 
 Atlantic Richfield Co., Rensselaer 
 Wharf. 
 
 Metropolitan Petroleum Co., Barge 
 Wharf. 
 
 LOCATION ON WATERFRONT 
 
 Rensselaer, approximately 0.3 mile 
 below turning basin. 
 
 Rensselaer, approximately 0.4 mile 
 below turning basin. 
 
 East Greenbush, approximately 0.5 mile 
 below turning basin. 
 
 OWNED BY 
 
 Shell Oil Co. 
 
 Atlantic Richfield Co. 
 
 Metropolitan Petroleum Co., Inc. 
 
 OPERATED BY 
 
 Shell Oil Co. and Gulf Oil Co. -U.S. 
 
 Atlantic Richfield Co. and Gulf Oil 
 Co. -U.S. 
 
 do. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt and shipment of petroleum 
 products by barge. 
 
 Receipt of petroleum products by 
 tanker and barge. 
 
 Receipt of petroleum products by barge. 
 
 TYPE OF CONSTRUCTION 
 
 Timber pile, timber-decked pier 
 extending from steel sheet pile bulk- 
 head with solid fill; row of timber 
 mooring dolphins at angle to face. 
 
 Steel pile, concrete-decked, offshore 
 wharf with 107- by 12-foot approach 
 and pipeline trestle; 7 steel pile, 
 timber-decked, rectangular-shaped, 
 mooring dolphins connected by steel 
 catwalks in line with face; rubber 
 loop fender system. 
 
 Timber pile, timber-decked, offshore 
 wharf with 160- by 18-foot approach and 
 pipeline trestle; timber mooring dol- 
 phins on each side connected by catwalks 
 in line with face. 
 
 DESCRIPTION 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Dimensions (Feet) 
 
 14 
 
 30 
 
 30 
 
 110 
 
 30 
 
 30 
 
 30 
 
 18 
 
 18 
 
 Depth Alongside at MLW Do. 
 
 14 
 
 - 
 
 - 
 
 33 
 
 - 
 
 - 
 
 12 
 
 - 
 
 . 
 
 Usable Berthing Space Do. 
 
 100 w/dolphs 
 
 
 - 
 
 295 w/dolphs. 
 
 
 - 
 
 180 w/dolphs 
 
 - 
 
 - 
 
 width Of Apron Do. 
 
 Open. 
 
 
 
 Open. 
 
 
 
 Open. 
 
 
 
 Height of Deck Above MLW °o. 
 
 7 
 
 Lighted. 
 
 11 
 
 500 
 Lighted. 
 
 11 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 - 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None . 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 None. 
 
 One electric, stiff-leg derrick with 
 twin booms for handling hose. 
 
 None. 
 
 RAILWAY CONNECTIONS 
 
 None. 
 
 None. 
 
 None. 
 
 HIGHWAY CONNECTIONS 
 
 Via plant road from Riverside Avenue, 
 concrete, 18 feet wide. 
 
 Via plant road, asphalt, 15 feet wide, 
 from Riverside Avenue, concrete, 18 
 feet wide. 
 
 Same as Ref. No. 89. 
 
 (Avallskle to Veaaele) 
 
 : t <>ut- . 
 
 Through one 2-inch Una. 
 
 None. 
 
 ■JEHU CBBVI 
 
 'Available to Vc.vl.) 
 
 None. 
 
 None. 
 
 Nona. 
 
 nwr pnrmcTTm 
 
 Hydrant*, hoae , and hand extin- 
 guishers. 
 
 Hose reels and hand extinguishers. 
 
 M.M1.I .-II II, .1, i ■ 1 .< 1 '■ 
 
 ►> •'. r 
 
 Shall Oil Co,: Two 8- and two 6-lnch 
 pipelines extend from pier to 21 
 storage tanka, total capacity 638,010 
 barreli . 
 
 Lull Oil Co. -U.S.: Five 8- Inch pipe- 
 line* extend from pier to 19 storage 
 ranba deirrfbed under Ref. No. 89. 
 
 U Richfield Co.: One 16/14-, 
 one 10t, and five 8-inch pipelines 
 extend from wharf to 14 atorage tanks, 
 total capacity 630,000 barrala. 
 Gulf OH Co, -U.S.: One 16- and three 
 12-inch pipelines continuing aa threa 
 8- inch pipelines, extend lr<*i> wharf 
 torage tanks, total capacity 
 K) barrels. 
 
 Two 10- and one 8-lnch pipelines (each 
 with one 6-inch hoaa connection) extend 
 from wharf to 6 storsge tanks In rear, 
 total capacity 651,000 barrala. 
 
PIERS, WHARVES, AND 
 Left bank, Hudson River 
 
 49 
 
 ^rps 
 
 Port Code No. 
 
 REFERENCE NUMBER ON MAP NO. 2 
 
 91 
 
 Dock Code No. 032 
 
 Dock Code No. 020 
 
 93 
 
 Dock Code No. 410 
 
 Amerada Hess Corp. Wharf. 
 
 Amoco Oil Co. Dock. 
 
 Shotmeyer Oil Corp. Dock. 
 
 LOCATION ON WATERFRONT 
 
 East Greenbush, approximately 0.8 
 mile below turning basin. 
 
 East Greenbush, approximately 2 
 miles below turning basin. 
 
 Hudson, approximately 3.5 miles above 
 Rip Van Winkle Bridge. 
 
 Amerada Hess Corp. 
 
 Amoco Oil Co. 
 
 Shotmeyer Oil Corp. 
 
 OPERATED BY 
 
 Amerada Hess Corp. and Sunmark 
 Industries, Division of Sun Co. of 
 Pennsylvania . 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of petroleum products by 
 tanker and barge; occasional shipment 
 by barge . 
 
 Receipt of petroleum products by 
 tanker; shipment by barge. 
 
 Receipt of petroleum products by barge. 
 
 TYPE OF CONSTRUCTION 
 
 Steel H-pile, concrete-decked, off- 
 shore wharf with 100- by 25-foot tim- 
 ber approach; one rectangular-shaped, 
 steel H-pile, steel-decked breasting 
 dolphin located on each side in line 
 with face; fronted by rubber tire 
 fender system. 
 
 Steel pile, concrete-decked, L-shaped, 
 offshore wharf with 275- by 4-foot ap- 
 proach; row of 4 timber breasting dol- 
 phins in line with face. 
 
 Timber pile and concrete caisson-supported, 
 timber -de eked, L-shaped wharf; 3 timber 
 breasting dolphins in line with face. 
 
 DESCRIPTION 
 
 Upper side 
 
 Lower side 
 
 Upper side 
 
 Lower side 
 
 Upper side 
 
 Lower side 
 
 Depth Alongside at 
 
 30 
 
 34 
 
 10 
 
 240w/dolphB. 
 
 180w/dolphs . 
 
 180tydolphs. 
 
 Open. 
 
 Open, 
 
 Open. 
 
 Height of Deck Above MLW Do. 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 12 
 
 Lighted. 
 
 Lighted. 
 
 Length and Width 
 
 Height Inside 
 
 Area for Cargo (Sq.Ft.) 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 MECHANICAL HANDLING FACILITIES 
 
 One mast-and-boom derrick for handling 
 hose. 
 
 One mast-and-boom derrick for handling 
 hose. 
 
 RAILWAY CONNECTIONS 
 
 One surface track serves 3-car- 
 capacity, tank-car loading rack at 
 Sunmark Industries terminal approxi- 
 mately % mile Inland; connects with 
 Consolidated Rail Corp. 
 
 HIGHWAY CONNECTIONS 
 
 Via driveway from River Road, 
 asphalt, 20 feet wide. 
 
 Via terminal road from River Road, 
 asphalt, 20 feet wide. 
 
 Via terminal roads, gravel, from Water 
 Street, asphalt, 20 feet wide, from 
 5tate Highway No. 9G, asphalt, 30 feet 
 wide. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 None. 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 FIRE PROTECTION 
 
 (Other than City) 
 
 Steam line and hand extinguishers. 
 
 Foam system, hydrants, hose reels, fog 
 nozzles, and hand extinguishers. 
 
 Hand extinguishers. 
 
 Amerada Hess Corp .: Two 10- and one 
 8-inch pipelines extend from wharf to 
 14 storage tanks, total capacity 
 875,000 barrels. 
 
 Sunmark Industries : Two 12- inch pipe- 
 lines extend from wharf and connect 
 with two 8-inch pipelines extending 
 5 storage tanks located approxi- 
 mately % mile in rear, total capacity 
 170,610 barrels. 
 
 Three 10-, one 8-, and one 6-inch pipe 
 lines extend from wharf to 12 storage 
 tanks, total capacity 401,000 barrels. 
 
 rhree 6-inch pipelines extend from 
 
 wharf to 10 storage tanks, total capacity 
 
 92,850. 
 
50 
 
 PIERS, WHARVES, AND DOCKS 
 Left bank, Hudson River, Poughkeepsle 
 
 Corps of Engineers Port Code No 
 
 03052 
 
 
 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 1 
 
 94 Dock Code No. 702 
 
 95 Dock Code No. 692 
 
 96 Dock Code No. $90 
 
 NAME 
 
 A.C. Dutton Dock. 
 
 Spoor-Lasher Dock. 
 
 Sousa Poughkeepsle Terminal Dock. 
 
 LOCATION ON WATERFRONT 
 
 Approximately 1 mile above Mid-Hudson 
 Bridge. 
 
 Approximately 1 mile below Mid-Hudson 
 Bridge. 
 
 Approximately 1.2 miles below Mid- 
 Hudson Bridge. 
 
 OWNED BY 
 
 A.C. Dutton Lumber Corp. 
 
 Spoor-Lasher Co., Inc. 
 
 J.R. Sousa 6 Sons, Inc. 
 
 OPERATED BY 
 
 Not operated. 
 
 Spoor-Lasher Co., Inc.; Effron Oil 
 Corp. i P.S. Potter & Sons, Inc.; and 
 Amerada Hess Corp. 
 
 do. 
 
 PURPOSE FOR WHICH USED 
 
 Not used. 
 
 Receipt of petroleum products by barge 
 receipt of sand by barge. 
 
 Receipt of petroleum products by barge. 
 
 TYPE OF CONSTRUCTION 
 
 Timber pile, timber-decked wharf 
 extending from timber bulkhead with 
 solid fill. 
 
 Timber bulkhead with solid fill. 
 
 Timber pile, timber-decked offshore 
 wharf with 60- by 6-foot approach; 
 3 timber breasting dolphins on each 
 side in line with face. 
 
 DESCRIPTION 
 
 Face 
 
 Upper side 
 
 
 Face 
 
 Upper side 
 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Dimensions (Feet) 
 
 450 
 
 75 
 
 
 345 
 
 15 
 
 
 25 
 
 15 
 
 lb 
 
 Depth Alongside at MLW Do. 
 
 32 
 
 - 
 
 
 13 
 
 - 
 
 
 40 
 
 - 
 
 - 
 
 Usable Berthing Space Do. 
 
 450 
 
 - 
 
 
 345 
 
 - 
 
 
 150 w/dolphs. 
 
 - 
 
 - 
 
 Width of Apron Do. 
 
 Open. 
 
 
 
 Open. 
 
 
 
 Open. 
 
 
 
 Height of Deck Above MLW Do. 
 
 10 
 Lighted. 
 
 10 
 Lighted. 
 
 10 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 " 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 None. 
 
 Spoor-Lasher Co., Inc.: Cranes 
 equipped with clamshell buckets avail- 
 able as required. 
 
 None. 
 
 RAILWAY CONNECTIONS 
 
 One surface track at rear of wharf 
 connects with Consolidated Rail Corp. 
 
 None. 
 
 None. 
 
 HICHWAY CONNECTIONS 
 
 Via plant road, asphalt, from Ducheae 
 Avenue, concrete and asphalt, 36 feet 
 wide, from Water Street, asphalt, 
 20 feet wide. 
 
 Via plant road, from Prospect Street, 
 asphalt, 12-24 feet wide, from U.S. 
 Highway No. 9, concrete, dual lane. 
 
 Same as Ref. No. 95. 
 
 MID .1 PPI.Y 
 (Aval Jabl* to VeaaeU) 
 
 None. 
 
 None. 
 
 None. 
 
 KLtCTWIC CURRENT 
 (Aval - .<•!*) 
 
 Nun.-. 
 
 Horn . 
 
 None. 
 
 flKT PHOTTrTiOH 
 
 Hydrants. 
 
 Chamll ■] 1 irl 1 Bnd hand exl Lnj « ' 
 
 Foam ays tarn and hand extinguishers. 
 
 ►tmr 
 
 Wharf waa formerly usad for r< 
 of 1 unbar. 
 
 Effron ()U Corp. : One 10 
 and one 6-Inch pipelines 
 upper and of wharf to 11 
 tanks, total capacity 287 
 P.S. Potter & Sons. Inc.: 
 
 -, one 8-, 
 ■xtand from 
 itoraga 
 ■ ■ 
 Two 6-lnoh 
 
 i . ml i<l 
 total capec- 
 
 i. I rn h plpe- 
 i't "I wharf 
 
 ■ 1,. || I 1 v 
 
 n» il ' 
 ■bovt 
 
 I'wm ft mid 4 li" li plpi'l In.-. <'X« ''"'1 
 
 to 10 storage tanks, total capacity 
 23,810 barrels. 
 
 
 
 
 
 pipelines extend from low 
 t o 4 storage tanks, 
 
 nOO barrels. 
 Amerada Haas Corp.; Pour 
 Unas extend from lower • 
 
 l oratfe tank' , tOtl 
 
 rail. 
 
 ■ ■ 
 Loci located 350 faa 
 
 
 
 
RIERS, WHARVES, AND DOCKS 
 
 Left bank, Hudson River 
 
 51 
 
 Corps of Engineers Port Code No 
 
 . 03046 
 
 
 
 03044 
 
 
 
 03037 
 
 
 
 REFERENCE NUMBER ON MAP NO. 1 
 
 97 Dock Code No. 102 
 
 98 Dock Code No. 001 
 
 99 Dock Code No. 101 
 
 NAME 
 
 Lone Star Industries Clinton Point 
 Plant Dock. 
 
 Beacon Gas & Oil Co. Dock. 
 
 Garret Storm Dock. 
 
 LOCATION ON WATERFRONT 
 
 Clinton Point. 
 
 New Hamburg, approximately 1,800 feet 
 above Wappinger Creek. 
 
 Beacon, apprc 
 Newburgh-Beac 
 
 ximately 1 mile below 
 
 
 on Bridge. 
 
 OWNED BY 
 
 New York Trap Rock Corp., subsidiary 
 of Lone Star Industries, Inc. 
 
 Beacon Gas & Oil Co. 
 
 Garret Storm, Inc. 
 
 OPERATED BY 
 
 do. 
 
 do. 
 
 do. 
 
 PURPOSE FOR WHICH USED 
 
 Shipment of dolomite by barge. 
 
 Receipt of petroleum products by barge. 
 
 Receipt of petroleum products by barge. 
 
 TYPE OF CONSTRUCTION 
 
 Concrete bulkhead with solid fill; 
 steel pile, timber-decked catwalks 
 extend from each side parallel with 
 bank in rear; all fronted by steel 
 fender dolphins. 
 
 Timber bulkhead with solid fill. 
 
 Timber bulkhead with solid fill. 
 
 DESCRIPTION 
 
 Face 
 
 
 
 Face 
 
 
 
 Face 
 
 
 
 Dimensions (Feet) 
 
 425+60+500 
 
 
 
 230 
 
 
 
 240 
 
 
 
 Depth Alongside at MLW Do. 
 
 19-20 
 
 
 
 12 
 
 
 
 5 
 
 
 
 Usable Berthing Space Do. 
 
 925 
 
 
 
 230 
 
 
 
 220 
 
 
 
 Width of Apron Do. 
 
 60 
 
 
 
 Open. 
 
 
 
 Open. 
 
 
 
 Height of Deck Above MLW Do. 
 
 12 
 
 Lighted. 
 
 8 
 Unlighted. 
 
 6 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 - 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Opacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 One 48-inch, electric belt-conveyor 
 extends to bulkhead from processing 
 plant In rear, dolomite is dropped 
 into barges from rotating boom and 
 chute with 50-foot outboard reach; 
 rate 1,000 tons per hour. One elec- 
 tric winch is located on bulkhead for 
 positioning barges. 
 
 None. 
 
 None. 
 
 RAILWAY CONNECTIONS 
 
 None . 
 
 None. 
 
 None. 
 
 HIGHWAY CONNECTIONS 
 
 Via plant roads, part asphalt and 
 part unpaved, 24 feet wide, from 
 Sheafe Road, asphalt, 24 feet wide. 
 
 Via plant road, gravel, from Point 
 and Main Streets, each asphalt, 24 
 feet wide. 
 
 Via plant roads from Ferry Street, 
 asphalt, 24 feet wide. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 None. 
 
 None. 
 
 None. 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 None. 
 
 None. 
 
 None. 
 
 FIRE PROTECTION 
 (Other than City) 
 
 Hand extinguishers. 
 
 Hand extinguishers. 
 
 Hand extinguishers. 
 
 REMARKS 
 
 Stone quarry and processing plant 
 located in rear. 
 
 Empty barges are moored along lower 
 425 feet of wharf; filled at center 
 130 feet of wharf along concrete 
 retaining wall; loaded barges are 
 assembled for towing along upper 370 
 feet of wharf. 
 
 One 6-inch line extends from wharf to 
 4 storage tanks, total capacity 
 38,540 barrels. 
 
 One 6-inch pipeline extends from bulk- 
 head to 10 storage tanks, total capacity 
 57,570 barrels. 
 
52 
 
 PIERS, WHARVES, AND DOCKS 
 Left bank, Hudson River 
 
 Corps of Engineers Port Code No 
 
 03030 
 
 
 
 03020 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 1 
 
 100 Dock Code No. 015 
 
 101 Dock Code No. 015 
 
 102 Dock Code No. 136 
 
 NAME 
 
 Smith Oil Co. Dock. 
 
 Exxon Co., U.S.A. Bulk Plant No. 3051 
 Dock. 
 
 Standard Brands Dock. 
 
 LOCATION ON WATERFRONT 
 
 Cold Spring, approximately 1 mile 
 below Little Stony Point. 
 
 Peekskill, at north end of Peekskill 
 Bay. 
 
 Peekskill, Charles Point. 
 
 OWNED BY 
 
 Smith Oil Co. 
 
 Exxon Co. , U.S .A. 
 
 Standard Brands, Inc. 
 
 OPERATED BY 
 
 do. 
 
 do. 
 
 Not operated. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of petroleum products by 
 barge . 
 
 Receipt of petroleum products by 
 barge . 
 
 Not used. 
 
 TYPE OF CONSTRUCTION 
 
 Pier formed by timber retaining walls 
 with solid fill. 
 
 Timber pile, timber-decked offshore 
 wharf with 190- by 4-foot approach; 
 2 timber breasting dolphins on each 
 side and in line with face. 
 
 Timber pile, timber-decked pier; row 
 of timber breasting dolphins along 
 upper side and 2 off- face at angle 
 to lower side; pier width varies from 
 4 to 9 feet. 
 
 DESCRIPTION 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Dimensions (Feet) 
 
 100 
 
 400 approx. 
 
 430 approx. 
 
 20 
 
 17 
 
 17 
 
 4 
 
 600 
 
 600 
 
 Depth Alongside at MLW Do. 
 
 9 
 
 2-9 
 
 0-9 
 
 14 
 
 - 
 
 - 
 
 33 
 
 33 
 
 - 
 
 Usable Berthing Space Do. 
 
 100 
 
 - 
 
 - 
 
 150 w/dolphs. 
 
 
 . 
 
 . 
 
 600 
 
 . 
 
 Width of Apron Do. 
 
 Open. 
 
 
 
 Open. 
 
 
 
 Open. 
 
 
 
 Height of Deck Above MLW Do. 
 
 5 
 Lighted . 
 
 8 
 
 Lighted. 
 
 11 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 - 
 
 Lighted or Unlighted 
 
 Lighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 None. 
 
 None. 
 
 None. 
 
 RAILWAY CONNECT IONS 
 
 None, 
 
 None. 
 
 Plant trackage at rear connects with 
 Consolidated Rail Corp. 
 
 HIGHWAY CONNECTIONS 
 
 Via plant road, asphalt, from Market 
 Street, asphalt, 20 feet wide, from 
 Main Street (State Highway No. 301), 
 concrete, 30 feet wide. 
 
 Via plant road, asphalt, from Roe 
 Hook Road, agphalt, 16 feet wide, from 
 U.S. Highway No. 6, aiphalt, 24 feet 
 wide. 
 
 Via plant roads from Bleakely Avenue, 
 asphalt, 50 feet wide, from U.S. Highway 
 No. 9, asphalt, 24 feet wide. 
 
 ■ AT1.P IUTPI Y 
 (Aval .els) 
 
 ROM . 
 
 Nona: . 
 
 None. 
 
 tUtfTftlt cxmnim 
 
 Mvailibl* \<> VHMll) 
 
 None . 
 
 Nona . 
 
 None. 
 
 mwf Pnott/'TFoTI 
 
 Horn- . 
 
 H.umI .'.1 Ini'ii i -,1m i ■. . 
 
 Nrmr . 
 
 B IUO 
 
 One 8- Inch pipeline extends to 3 
 
 ■ torege tanka , total capacity 10,710 
 
 be rre 1 • . 
 
 1 -v" * 1, | 1 (■• 1 • ■ t • .1.1 
 
 wharf to 6 storage tanks located on 
 opposite side of. railroad tracks, 
 total capacity 110,000 barrels. 
 
 One 6-, one 4-, and one 3-lnch pipeline! 
 extend from pier to storage tanks In 
 plant; formerly used for receipt of 
 molasses and fuel oil. 
 At titnr oi plant was closed and 
 most of the buildings had been torn 
 down. A vinegar plant 800 feet In rear 
 was stl 1 1 In «i|icr«t ion. 
 
PIERS, WHARVES, AND DOCKS 
 
 Left bank, Hudson River 
 
 53 
 
 Corps of Engineers Port Code No 
 
 03019 
 
 
 
 
 
 
 03016 
 
 
 
 REFERENCE NUMBER ON MAP NO. 1 
 
 103 Dock Code No. 202 
 
 1Q4 Dock Code No. 300 
 
 105 Dock Code No. 051 
 
 NAME 
 
 Consolidated Edison Co. Indian Point 
 Station Dock. 
 
 Georgia Pacific Corp. Unloading Dock. 
 
 Keefe Dock. 
 
 LOCATION ON WATERFRONT 
 
 Buchanan, Indian Point. 
 
 Buchanan, approximately 1 mile below 
 Indian Point. 
 
 Verplanck, approximately 2,300 feet 
 above Verplanck Point. 
 
 OWNED BY 
 
 Consolidated Edison Co. of New York, 
 Inc. 
 
 Georgia Pacific Corp. 
 
 Ferry Slip Inc . 
 
 OPERATED BY 
 
 do. 
 
 Georgia Pacific Corp., Gypsum Division. 
 
 Peter J. Keefe. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of fuel oil for plant con- 
 sumption by barge; occasional mooring 
 of personnel barge. 
 
 Receipt of gypsum rock by self- 
 unloading vessel. 
 
 Receipt of petroleum products by barge. 
 
 TYPE OF CONSTRUCTION 
 
 Steel pile, concrete-decked wharf 
 fronted by timber fenders. Timber, 
 L-shaped float at lower side used for 
 mooring small, environmental monitor- 
 ing boat. 
 
 Steel pile, concrete-decked, offshore 
 wharf with steel conveyor /walkway ap- 
 proach; 3 steel pile, concrete-capped 
 breasting dolphins in line with face 
 on upper side, connected by steel 
 frame, timber catwalks; all fronted by 
 rubber loop fenders. 
 
 Three 12-foot-square timber sheet pile, 
 dolphins with solid fill; a 112- by 5- 
 foot, timber pile, steel-decked approach 
 extends to center dolphin. 
 
 DESCRIPTION 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Dolphins 
 
 
 
 Dimensions (Feet) 
 
 248 
 
 61 
 
 61 
 
 26 
 
 57 
 
 57 
 
 200 
 
 
 
 Depth Alongside at MLW Do. 
 
 26 
 
 - 
 
 26 
 
 38 
 
 . 
 
 _ 
 
 12 
 
 
 
 Usable Berthing Space Do. 
 
 248 
 
 _ 
 
 Floating 
 dock. 
 
 410v/dolphs. 
 
 
 
 200 
 
 
 
 Width of Apron Do. 
 
 61 
 
 
 - 
 
 
 
 
 
 
 Height of Deck Above MLW Do- 
 
 14 
 Lighted. 
 
 9 
 Lighted. 
 
 7 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 - 
 
 Lighted or Unlighted 
 
 Unlighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None. 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECBANICAL HANDLING FACILITIES 
 
 None. 
 
 Vessels discharge into a receiving 
 hopper on platform; served by a 60- 
 inch, electric belt-conveyor transfer- 
 ring rock to a 48-inch, electric belt- 
 conveyor extending to gypsum wallboard 
 plant in rear; rate 1,000 tons per 
 hour. 
 
 None. 
 
 RAILWAY CONNECTIONS 
 
 None . 
 
 None. 
 
 None. 
 
 HIGHWAY CONNECTIONS 
 
 Via plant road, asphalt, from Bleakley 
 Avenue, asphalt, 24 feet wide, from 
 U.S. Highway No. 6, asphalt, 24 feet 
 wide. 
 
 Via plant roads from Broadway, asphalt, 
 24 feet wide. 
 
 Via Sixth Street, asphalt, various 
 widths, from Broadway, asphalt, 24 feet 
 wide. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 Through 1%-inch line in screen house 
 to rear. 
 
 Through hose connections. 
 
 None. 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 A.C., 440 volts, 3-phase, 60-cycle. 
 
 None. 
 
 None. 
 
 FIRE PROTECTION 
 (Other than City) 
 
 Hydrants, hose, and hand extinguishers, 
 
 Hand extinguishers. 
 
 None. 
 
 REMARKS 
 
 Two 8- and two 6-inch pipelines with 
 
 8-inch connections extend from wharf 
 
 to 2 storage tanks, total capacity 
 
 23,670 barrels. 
 
 Helicopter pad located on lower end of 
 
 wharf. 
 
 Nuclear power plant located in rear. 
 
 Plant in rear manufactures gypsum wall- 
 board. 
 
 Two 6-inch pipelines extend from center 
 dolphins to 6 steel storage tanks at 
 rear, total capacity 38,100 barrels. 
 
54 
 
 PIERS, WHARVES, AND DOCKS 
 
 Left bank, Hudson River 
 
 Corps of Engineers Port Code No 
 
 03016 
 
 
 
 03006 
 
 
 
 
 
 
 REFERENCE NUMBER ON MAP NO. 1 
 
 106 Dock Code No. 031 
 
 107 Dock Code No. 010 
 
 108 Dock Code No. 020 
 
 NAME 
 
 Sunmark Industries Verplanck Dock. 
 
 Mobil Oil Corp. 
 Ossining Terminal Dock. 
 
 Maue Oil Co. Dock. 
 
 LOCATION ON WATERFRONT 
 
 Verplanck, approximately 1,900 feet 
 above Verplanck Point. 
 
 Ossining, approximately 2,700 feet 
 below Tellers Point. 
 
 Ossining, approximately 2,900 feet 
 below Tellers Point. 
 
 OWNED BY 
 
 Sunmark Industries, Division of 
 Sun Co. of Pennsylvania. 
 
 Mobil Oil Corp. 
 
 Maue Oil Co. 
 
 OPERATED BY 
 
 do. 
 
 do. 
 
 Not operated. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of petroleum products by 
 barge. 
 
 Receipt of petroleum products by 
 barge . 
 
 Not used. 
 
 TYPE OF CONSTRUCTION 
 
 Timber pile, timber-decked offshore 
 wharf with steel pile, timber-decked 
 approach; one rectangular timber 
 pile, breasting platform on each 
 side in line with face. 
 
 Timber pile, timber-decked island 
 wharf with one timber breasting 
 dolphin on each side in line with 
 face. 
 
 Timber pile, timber-decked pier extend- 
 ing from timber bulkhead with solid 
 fill; two timber mooring dolphins 
 located in line with lower side of pier 
 
 DESCRIPTION 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Dimensions (Feet) 
 
 24 
 
 13 
 
 13 
 
 20 
 
 6 
 
 6 
 
 6 
 
 55 
 
 55 
 
 Depth Alongside at MLW Do. 
 
 13 
 
 - 
 
 - 
 
 13 
 
 - 
 
 - 
 
 6 
 
 0-6 
 
 0-6 
 
 Usable Berthing Space Do. 
 
 150 w/dolphs. - 
 
 - 
 
 150 w/dolphs. 
 
 
 - 
 
 - 
 
 155 w/dolphs. 
 
 Width of Apron Do. 
 
 1 
 
 
 ripen . 
 
 
 Open . 
 
 
 
 Height of Deck Above MLW Do. 
 
 6 
 Lighted, 
 
 6 
 Unlighted. 
 
 6 
 
 Load Capacity per So,. Ft. (Lbs.) 
 
 - 
 
 Lighted or Unlighted 
 
 Lighted . 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None . 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Capacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Carn<; bobfs 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 None. 
 
 None. 
 
 None. 
 
 RAILWAY CONNECTIONS 
 
 None. 
 
 None. 
 
 None , 
 
 HIGHWAY CONNECTIONS 
 
 VI* Sixth Street, asphalt, various 
 widths, from Broadway , asphalt, 
 24 feet wide. 
 
 Via Qulmby Road, part asphalt and 
 part gravel, 30 feet wide, from 
 Westerly Road, asphalt, 24 feet 
 wide. 
 
 Via plant road from Westerly Road, 
 asphalt, 20 feet wide. 
 
 ■ ATM 
 (Avai .<•!•) 
 
 None. 
 
 None. 
 
 Notu - 
 
 (Aval 
 
 None. 
 
 N . 
 
 None. 
 
 rrwr pp/w* ■ 
 
 Hand extinguishers. 
 
 Nona, 
 
 None. 
 
 
 On* 8- and on* 6-Inch pipelines 
 extend from wharf to 4 storage 
 tanks on Seventh Street, total 
 
 cipn I irnli, 
 
 Three 6-inch pipelines extend 
 
 from wharf to 7 steel storage tanks 
 
 . /ir total capacity 3,631,000 
 barrels. 
 
 One blanked 6-inch 11ns extends 
 from pier to on* 13,690 barrel 
 
 ■ t« Kg! r nil . 
 
RIERS, WHARVES, AND DOCKS 
 Left bank, Hudson River 
 
 55 
 
 Corps of Engineers Port Code No 
 
 . 03001 
 
 
 
 
 
 
 
 
 
 REFERENCE NUMBER ON HAP NO. 1 
 
 109 Dock Code No. 021 
 
 110 Dock Code No. 031 
 
 111 Doc 1 * Code No. 061 - 
 
 NAME 
 
 General Motors Corp, Oil Barge Dock. 
 
 Frank's Fuel, Service Wharf. 
 
 Westchester Industries Dock. 
 
 LOCATION ON WATERFRONT 
 
 North Tarrytown, approximately 4,000 
 feet above Tappan Zee Bridge. 
 
 North Tarrytown, approximately 3,800 
 feet above Tappan Zee Bridge. 
 
 Tarrytown, approximately 3,300 feet 
 above Tappan Zee Bridge. 
 
 OWNED BV 
 
 Westchester Industries. 
 
 Frank's Fuel Wholesale, Inc. 
 
 Westchester Industries. 
 
 OPERATED BY 
 
 General Motors Corp, 
 
 General Motors Assembly Division. 
 
 Frank's Fuel Service, Inc. 
 
 Upper portion: County Asphalt, Inc. 
 Lower portion: Westchester Concrete, 
 Inc. 
 
 PURPOSE FOR WHICH USED 
 
 Receipt of fuel oil for plant con- 
 sumption. 
 
 Receipt of petroleum products by 
 barge. 
 
 Receipt of sand and gravel by 
 barge. 
 
 TYPE OF CONSTRUCTION 
 
 Timber sheet pile bulkhead with solid 
 fill; row of 4 timber mooring dolphins 
 front bulkhead; elevated catwalk 
 located above bulkhead. 
 
 Timber pile, timber-decked offshore 
 wharf; one timber breasting dolphin 
 on each side in line with face. 
 
 Part concrete and part timber sheet 
 pile bulkhead with solid fill; fronted 
 by timber fender system. 
 
 DESCRIPTION 
 
 Dolphins 
 
 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Face 
 
 Upper side 
 
 Lower side 
 
 Dimensions (Feet) 
 
 2U0 
 
 
 
 25 
 
 6 
 
 6 
 
 800 
 
 200 
 
 100 
 
 Depth Alongside at MLW Do. 
 
 9 
 
 
 
 7 
 
 - 
 
 - 
 
 12 
 
 - 
 
 - 
 
 Usable Berthing Space Do. 
 
 200 
 
 
 
 125 w/dolphs 
 
 , _ 
 
 _ 
 
 800 
 
 _ 
 
 _ 
 
 Width of Apron Do. 
 
 5 
 
 
 
 - 
 
 
 
 20 and open. 
 
 
 
 Height of Deck Above MLW Do. 
 
 10 
 Lighted. 
 
 10 
 
 10 
 
 Load Capacity per Sq . Ft . (Lbs.) 
 
 
 Lighted or Unlighted 
 
 Unlighted. 
 
 TRANSIT SHEDS 
 
 Number and Type of Construction 
 
 None. 
 
 None . 
 
 None. 
 
 Length and Width (Feet) 
 
 
 
 
 Height Inside Do. 
 
 
 
 
 Floor Area for Cargo (Sq.Ft.) 
 
 
 
 
 Load Cmpacity per Sq.Ft. (Lbs.) 
 
 
 
 
 Cargo Doors 
 
 
 
 
 MECHANICAL HANDLING FACILITIES 
 
 None. 
 
 None. 
 
 County Asphalt. Inc.: One 
 
 60-ton, 
 80-foot boom 
 It plant at 
 
 : One 60-ton, 
 72-foot boom 
 ctric belt 
 y-mlx concrete 
 
 
 diesel crawler crane with 
 
 unloads into bins at aspha 
 
 rear. 
 
 Westchester Concrete, Inc. 
 
 
 diesel crawler crane with 
 unloads onto a 36-inch ele 
 conveyor extending to read 
 plant at rear. 
 
 RAILWAY CONNECTIONS 
 
 Trackage serving plant in rear 
 connects with Consolidated Rail 
 Corp. 
 
 None. 
 
 One surface track in rear connects 
 with Consolidated Rail Corp. 
 
 HIGHWAY CONNECTIONS 
 
 Via plant road, paved, from River 
 Street, asphalt, 24 feet wide. 
 
 Via plant roads from River Street, 
 asphalt, 24 feet wide. 
 
 Via plant roads from West Main Street, 
 asphalt. 
 
 WATER SUPPLY 
 (Available to Vessels) 
 
 None. 
 
 None. 
 
 Through hose connections. 
 
 ELECTRIC CURRENT 
 (Available to Vessels) 
 
 None. 
 
 None. 
 
 None . 
 
 FIRE PROTECTION 
 (Other than City) 
 
 None. 
 
 None. 
 
 Chemical cart. 
 
 REMARKS 
 
 One 10-inch pipeline extends from 
 bulkhead to 2 storage tanks, total 
 capacity 38,100 barrels. 
 
 One 6-inch pipeline extends from 
 platform to 3 storage tanks, total 
 capacity 22,300 barrels. 
 
 
56 
 
 THE PORT OF ALBANY AND PORTS ON THE HUDSON RIVER, NY 
 
 OIL HANDLING AND BUNKERING 
 
 Sixty-three oil-handling facilities are located along 
 the Hudson River between the Tappan Zee Bridge and the 
 Mohawk River. Nineteen of them are located in the Port of 
 Albany; 12 on the right bank, and 7 on the left bank of the 
 Hudson River. On the Hudson River above and below the Port 
 of Albany there are forty-four oil-handling facilities; 23 
 on the right bank, and 16 on the left bank; one on the right 
 bank, and three on the left bank of Rondout Creek; and one 
 on the left bank of Cat skill Creek. 
 
 Tne nearest terminal facilities for supplying oceangoing 
 vessels with bunker fuel are located at New York Harbor; this 
 service is usually obtained by vessels either before or after 
 calling at the Port of Albany. One of the oil-handling 
 facilities at the port is equipped with metered pumps and 
 hose for supplying small vessels with diesel fuel. 
 
 The tabulation on page 60 gives information on the 60 
 facilities equipped to handle petroleum products; details of 
 these facilities are given in the table of Piers, Wharves, 
 and Docks under the reference numbers shown on the list. 
 Tank storage at marine service stations is not included. 
 
 GRAIN ELEVATORS 
 
 A 13 ,500,000-bushel, grain elevator is located at the 
 rear of Port of Albany Berths 7,8, and 9 (P.W.D. Ref. No. 
 19) ; this elevator is owned by the Albany Port District Com- 
 mission and operated by Cargill, Inc. Receipts and ship- 
 ments of waterborne grain are handled over a 1,270-foot 
 section (Berths 7, 8, and 9) of the Albany Port District 
 Commission's 4,070-foot, concrete, bulkhead wharf (Berths 
 1-10, P.W D. Ref. Nos. 62-68). A pneumatic, unloading unit 
 for transferring grain from barges to the elevator is 
 located on the apron of the wharf at Berth 8. This unload- 
 ing unit consists of a steel tower supporting 8 suction 
 hoses, each having a maximum capacity of 8,000 bushels of 
 grain per hour, and a combined, maximum, unloading rate of 
 45,000 bushels per hour. Two overhead, grain galleries with 
 electric belt conveyors extend from the elevator to 2 
 vessel-loading units, each consisting of 2 elevated surge 
 tanks with loading spouts. The south unit, no longer in use, 
 
57 
 PORT AND HARBOR FACILITIES 
 
 is at Berth 9 and is equipped with 20-inch spouts; the north 
 unit, at Berth 7, has six 12- and two 20-inch spouts. These 
 spouts have maximum and average loading capacities of 45,000 
 and 30,000 bushels per hour, respectively, per unit. Steve- 
 doring companies furnish electric grain trimmers which are 
 suspended under the loading spouts in the vessels' holds. 
 
 Additional equipment at the elevator includes facilities 
 for weighing, cleaning, washing, drying, bleaching, screening, 
 and clipping o Grain is received by rail cars at the rear of 
 the elevator and is unloaded by a car dumper or by power 
 shovels into a car pit. The capacity of the dumper is 10 
 cars per hour. Cars also can be loaded with grain for rail 
 shipment by a loading spout at the rear of the elevator. 
 
 A feed mill and warehouse located north of the grain 
 elevator was not in operation at time of survey. The mill 
 has a storage capacity for 100,000 bushels and is connected 
 with the grain elevator for direct transfer of grain. It is 
 also equipped with power shovels and car pits for receiving 
 grain by rail and a carloading system which can load up to 
 50 cars per day with bagged feed. 
 
 Surface tracks of the Albany Port Railroad Corp., serve 
 the grain- and feed-handling facilities at the elevator and 
 mill. These tracks join the railroad's adjacent holding and 
 transfer yard at rear of the elevator which has a capacity 
 for 120 cars . 
 
 OPEN STORAGE 
 
 In addition to the long- and short-term, covered storage 
 facilities for waterborne cargo, the Albany Port District Com- 
 mission has 2 open areas available for storing commodities not 
 requiring protection from the weather; each is served by paved 
 roadways and tracks of the Albany Port Railroad Corp At the 
 Port of Albany Terminal, approximately 35 acres of open area 
 are in the rear of transit sheds Nos . 2, 3, 4, and 5 (Berths 
 3-6, P.W.D. Ref. Nos. 64-66). On the opposite side of the 
 river, in Rensselaer, 20 acres of fenced, open area are lo- 
 cated in rear of the Port of Albany Lumber Terminal Wharf 
 (P.W.D. Ref. No. 85) „ This area is used exclusively for the 
 storage of lumber „ Three warehouses in the rear of the wharf 
 are leased to private operators for the storage of lumber; 
 
58 
 
 THE PORT OF ALBANY AND PORTS ON THE HUDSON RIVER, NY 
 
 these warehouses have a combined floor area of about 43,000 
 square feet. 
 
 HOISTING EQUIPMENT - ASHORE AND AFLOAT 
 
 General cargo at Albany usually is handled to and from 
 vessels by ships' tackle. Crawler and truck cranes with 
 lifting capacities up to 140 tons may be obtained from crane 
 rental services in Albany. 
 
 No floating cranes or derricks for making heavy lifts 
 at shipside are based at the port. 
 
 MARINE REPAIR PLANTS 
 
 Five plants operate waterfront facilities, 4 on the 
 Hudson River and 1 on Rondout Creek, for the construction, 
 repair, or outfitting of tugs, barges, floating drydocks , 
 and other types of small vessels. Three of the facilities 
 operate marine railways with haul-out capacities ranging 
 up to 100 tons . 
 
 Boiler and electrical equipment repair companies, 
 welding and machine shops, and other maintenance firms in 
 the Port of Albany perform limited marine repairs at their 
 shops . Some of these concerns also maintain portable 
 equipment for making repairs on board vessels at berth. 
 
 The nearest facilities for handling major repairs, 
 drydocking, or hauling out large, deep-draft vessels 
 are at the Port of New York, New York and New Jersey 
 and are described in Port Series No. 5, The Port of New 
 York, New York and New Jersey, revised 1978 „ 
 
 FLOATING EQUIPMENT 
 
 The Turecamo Coastal & Harbor Towing Corp., has one 
 towboat based in the Port of Albany at the Lumber Terminal 
 Wharf (Ref . No. 85) . The Margaret Turecamo is a diesel- 
 powered towboat with 1800 horsepower, a length of 89„4 feet, 
 a breadth of 26.6 feet, and a loaded draft of 11 feet. 
 
59 
 PORT AND HARBOR FACILITIES 
 
 Other floating equipment operating in the Port of 
 Albany and on the Hudson River below the New York State 
 Barge Canal System are based in the Port of New York and 
 in the canals above Albany. Additional information on 
 floating equipment can be obtained from Transportation 
 Series No. 5, titled "Transportation Lines on the Atlantic, 
 Gulf, and Pacific Coasts." This report published annually 
 by the Corps of Engineers, Department of the Army, describes 
 the American flag vessels engaged in the carriage of freight 
 and passengers, listing the net registered tonnage, length, 
 width, draft, horsepower, carrying capacity, and other 
 details of construction; and describes the operations of 
 each vessel operator, listing the waterways used and the 
 localities served. Copies of this publication are for sale 
 by the District Engineer, U.S. Army Engineer District, New 
 Orleans, P. 0. Box 60267, New Orleans, LA 70160. 
 
 RAIL LINES 
 
 The Port of Albany is served by 2 line-haul, rail 
 carriers: the Delaware and Hudson Railroad and the Con- 
 solidated Rail Corp The Albany Port Railroad Corp., a 
 terminal switching line, serves the waterfront facilities 
 and property owned by the Albany Port District Commission 
 and connects with the two line-haul carriers „ 
 
 The Boston and Maine Corp., serves one waterfront 
 facility (P.W.D. Ref„ No. 82) in Troy. 
 
 The Consolidated Rail Corp. has trackage along both 
 sides of the Hudson River. 
 
60 
 
 OIL HANDLING AND BUNKERING 
 
 P.W.D. 
 
 OPERATOR AND /OR USER 
 
 USABLE 
 
 BERTHING 
 
 SPACE 
 
 (FEET) 
 
 DEPTH 
 
 ALONGSIDE 
 
 MLW 
 
 (FEET) 
 
 STORAGE TANKS 
 
 REF. 
 NO. 
 
 NUMBER 
 
 CAPACITY 
 (BARRELS) 
 
 8 
 
 Right bank, Hudson River 
 
 150 
 280 
 268 
 100 
 
 100 
 
 130 
 230 
 100 
 210 
 
 325 
 
 350 
 
 35 
 
 70 
 
 50 
 400 
 250 
 
 100 
 250 
 300 
 
 100 
 
 250 
 130 
 
 300 
 191 
 400 
 192 
 
 80 
 230 
 380 
 260 
 280 
 210 
 200 
 460 
 100 
 
 60 
 
 48 
 (6) 
 
 148 
 148 
 2 50 
 
 100(7) 
 
 100(8) 
 
 295(9) 
 
 180 
 
 240 
 
 8 
 
 24 
 
 35 
 
 6-15 
 
 17 
 
 21 
 32 
 16 
 32 
 
 35 
 33 
 17 
 
 9 
 
 11 
 11 
 11 
 
 18 
 13 
 20 
 
 9 
 
 18 
 15 
 
 7 
 31.5~\ 
 
 14 J 
 
 27 -y 
 
 20 J 
 32 
 33 
 30 
 28 
 28 
 
 29 ~) 
 16 \ 
 10-12 J 
 10.5 
 
 8 
 13 
 
 15 
 14 
 23.5 
 
 14(7) 
 
 14(8) 
 
 33(9) 
 
 12 
 
 30 
 
 14 
 6 
 8 
 5 
 
 4 
 7 
 6 
 
 4 
 
 10 
 
 7 
 
 4 
 
 10 
 
 2 
 
 6 
 
 10 
 
 11 
 
 10 
 
 4 
 2 
 
 4 
 
 5 
 
 13 
 
 1 
 
 11 
 
 14 
 3 
 1 
 
 11 
 
 12 
 
 20 
 
 13 
 3 
 6 
 7 
 9 
 
 29 
 
 13 
 
 16 
 
 4 
 
 7 
 
 8 
 10 
 
 7 
 21 
 19 
 14 
 
 6 
 14 
 
 58,280 
 870,000(1) 
 476,190 
 109 520 
 
 10 
 
 
 14 
 
 
 15 
 
 
 16 
 
 
 66,670 
 
 69,430 
 
 128 030 
 
 17 
 18 
 22 
 23 
 
 24 
 25 
 26 
 
 Sunmark Industries, 
 
 51,200 
 
 275,000 
 
 411,000 
 
 73,000 
 
 1,462,000 
 
 35,700(1) 
 1,100,000(1) 
 190,820 
 94,690 
 
 27 
 32 
 
 Right bank, Rondout Creek 
 Left bank, Rondout Creek 
 
 85,380 
 33 330 
 
 33 
 
 
 40 380 
 
 34 
 
 do 
 
 42,140 
 
 35 
 
 Right bank, Hudson River 
 
 47,620 
 
 36 
 
 
 89,650 
 
 38(2) 
 
 
 95,240 
 
 45 
 
 Left bank, Catskill Creek 
 
 R. E. Smith Fuel Co., Inc 
 
 69,050 
 
 46 
 
 Right bank, Hudson River 
 
 52,980 
 
 47 
 
 
 33,810(3) 
 23,670 
 
 49 
 
 
 107,140 
 
 52 
 
 
 
 53 
 
 do 
 
 2 ,000 ,000 
 
 54 
 55 
 
 do 
 
 1,400,000 
 
 57 
 
 
 838,000 
 
 58 
 59 
 
 
 671,660(1) 
 334,310 
 
 60,61(4) 
 
 
 193,140(3) 
 
 do 
 
 55,180 
 
 70 
 71(5) 
 
 do 
 
 1,936,180 
 
 72 
 
 do 
 
 
 75 
 
 
 285,710 
 
 76 
 77 
 
 Tenneco Oil Co., Division of Tenneco, Inc.. 
 
 199,000 
 95,240 
 
 83 
 
 Left bank, Hudson River 
 
 190,480 
 
 84 
 
 
 106,000(3) 
 
 86 
 
 Bray Terminals, Inc. 
 
 Getty Refining and Marketing Co 
 
 381,500 
 264,330 
 
 17,88 
 
 
 638,010 
 
 19 
 
 1 1 oi i Co. u. a 
 
 805,870 
 
 
 
 630,000 
 
 
 
 651,000 
 
 ')\ 
 
 
 875,000 
 
OIL HANDLING AND BUNKERING 
 
 61 
 
 
 
 USABLE 
 
 DEPTH 
 
 
 
 P.W.D. 
 
 OPERATOR AND /OR USER 
 
 BERTHING 
 SPACE 
 
 ALONGSIDE 
 
 MLW 
 
 STORAGE TANKS 
 
 REF. 
 
 NUMBER 
 
 CAPACITY 
 
 NO. 
 
 
 (FEET) 
 
 (FEET) 
 
 
 (BARRELS) 
 
 
 Left bank, Hudson River, continued 
 
 
 
 
 
 
 Sunmark Industries 
 
 
 
 
 
 
 
 - 
 
 - 
 
 5 
 
 170,610 
 
 92 
 
 
 180 
 
 34 
 
 12 
 
 401,000 
 
 93 
 
 
 180 
 
 10 
 
 10 
 
 92,850 
 
 95 
 
 
 345 
 
 13 
 
 11 
 
 287,000 
 
 
 P. S. Potter & Sons, Inc 
 
 - 
 
 - 
 
 4 
 17 
 
 30 000 
 
 
 
 220,000 
 
 96 
 
 
 150 
 230 
 220 
 100 
 
 40 
 
 12 
 
 5 
 
 0-9 
 
 10 
 4 
 
 10 
 3 
 
 23,810 
 
 98 
 
 
 38,540 
 
 99 
 
 
 57,570 
 
 100 
 
 
 10,710 
 
 101 
 
 
 150 
 
 14 
 
 6 
 
 110,000 
 
 103 
 
 Consolidated Edison Company of 
 
 
 
 
 
 
 
 247.75 
 200 
 
 26 
 12 
 
 2 
 6 
 
 23 670 
 
 105 
 
 Peter J . Keef e 
 
 38 100 
 
 106 
 
 Sunmark Industries. 
 
 
 
 
 150 
 
 13 
 
 4 
 
 30,950 
 
 107 
 
 
 - 
 
 - 
 
 - 
 
 - 
 
 108 
 
 Maue Oil Co 
 
 155 
 
 200 
 
 0-6 
 9 
 
 1 
 2 
 
 13,690(2) 
 38,100(1) 
 
 109 
 
 
 110 
 
 
 125 
 
 7 
 
 3 
 
 22,300 
 
 
 
 
 TOTAL 
 
 - 
 
 - 
 
 541 
 
 20,351,400 
 
 (1) Fuel oil for plant consumption. 
 
 (2) Wharf and storage tanks were not being used 
 
 at time of survey, 
 
 (3) Asphalt products. 
 
 (4) Crude oil. 
 
 (5) Fueling small vessels. 
 
 (6) One barge capacity. 
 
 (7) P.W.D. Ref. No. 87. 
 
 (8) P.W.D. Ref. No. 88. 
 
 (9) P.W.D. Ref. No. 89. 
 
62 
 
 STORAGE WAREHOUSES 
 
 (For public merchondise only) 
 
 WAREHOUSE REF. NO. ON MAP 
 
 1 
 
 2 
 
 I 
 
 OPERATOR AND ADDRESS 
 
 Albany Port District Commission, 
 Administration Building, Port of 
 Albany, Albany, NY 12201 
 
 Randlett Inc. - The Warehouse 
 P. 0. Box 686 
 Albany, NY 12201 
 
 George Terminal Warehouse Inc. 
 28 Railroad Ave. 
 Albany, NY 12205 
 
 BUILDING DESIGNATION S 
 
 Warehouse A 
 
 - 
 
 - 
 
 LOCATION 
 
 Church Street 
 
 Colonie and Montgomery Streets 
 
 Railroad Avenue 
 
 KIND OF STORAGE 
 
 Dry. 
 
 Dry and cold. 
 
 ury ana cooler. 
 
 COMMODITIES USUALLY STORED 
 
 General merchandise. 
 
 General merchandise and perishable 
 food commodities . 
 
 General merchandise and perishable 
 food commodities. 
 
 DESCRIPTION 
 
 Type of Construction 
 
 Concrete block with concrete floor. 
 
 Reinforced concrete with 
 concrete floors. 
 
 Steel frame, concrete block walls, 
 with concrete floor. 
 
 Number of Floors 
 
 One. 
 
 Eleven. 
 
 One. 
 
 Clear Height for Storage (Feet): 
 
 
 
 
 
 18 
 
 Ib-lU 
 
 13 
 
 
 _ 
 
 10 
 
 - 
 
 
 
 
 
 Load Capacity (Lbs/Sq.Ft .) : 
 
 
 
 
 
 Unlimited. 
 
 1.000 
 
 Unlimited. 
 
 
 
 250-450 
 
 - 
 
 
 
 
 
 AREAS FOR PUBLIC STORAGE: 
 
 DRY STORAGE 
 
 COLD STORAGE 
 
 DRY STORAGE COLD STORAGE 
 
 DRY STORAGE 
 
 COLD STORAGE 
 
 General Storage (Sq.Ft.) 
 
 1OS.000 
 
 
 is:, ooo 
 
 30 t 000 
 
 
 U.S. Customs Bonded. (Sq .Ft.) 
 
 
 
 Available 
 
 
 
 
 
 
 
 1.227,000 
 
 
 66,000 
 
 Freezer Space (Cu.Ft.) 
 
 
 
 
 1,552.500 
 
 
 
 Convertible Space. .. (Cu.Ft.) 
 
 
 
 
 
 
 
 RAILWAY CONNECTIONS 
 
 Albany Port Corp. Railroad one 
 platform- level track along north side 
 of warehouse; connects with Con- 
 solidated Rail Corp. and the 
 Delaware and Hudson Railroads. 
 
 Consolidated Rail Corp 2 platform- 
 level tracks inside second floor of 
 warehouse, capacity 22 cars; 12 car 
 siding connects to Consolidated 
 Rail Corp. 
 
 Consolidated Rail Corp 5 surface- 
 level loading stations. 
 
 TSOCKLOADINC STATIONS 
 
 Access to interior through south doors 
 
 . 30 platform. 
 
 8 platform. 
 
 HANDLING EQUIPMENT 
 
 
 Eight 3- and one 5-ton electric 
 freight elevators. 
 
 Three li- , one 1- , and one 1 1/2- 
 ton LP-gas fork lift trucks. 
 
 FIRE PROTECTION 
 
 Automatic sprinkler and detection 
 service, hydrants, hose, and watchmen. 
 
 Sprinkler system, hydrants, hose, 
 hand extinguishers, and watchmen. 
 
 Automatic detection and sprinkler 
 
 system. 
 
 REMARKS 
 
 Divided into 10 sections by concrete 
 
 firewalls. 
 
 Brine cooling system; temperature 
 range -9° to 36° F. 
 
 Freon cooling system; temperature 
 maintained at 50° F. 
 
 WAREHOUSE REF. NO. ON HAP 
 
 u 
 
 b 
 
 
 OPERATOR AND ADDRESS 
 
 Sperry Warehouses. Inc. 
 1 Monroe Street 
 Troy, NY 12181 
 
 Distribution Unlimited, Inc. 
 
 P. 0. Box 98 
 
 Gullderland Center, NY 12085 
 
 
 BUILDING DESICHATIOM/S 
 
 - 
 
 - 
 
 
 LOCATION 
 
 Monroe Street. 
 
 - 
 
 
 riND Or STORAGE 
 
 Drv. 
 
 Drv. 
 
 
 COMMODITIES USUALLY STORED 
 
 Ceneral merchandise. 
 
 General merchandise. 
 
 
 DESCRIPTION 
 
 Type of Construction 
 
 Scael f raise, brick walls. 
 
 Concrete walls and floor. 
 
 • 
 
 
 Dm. 
 
 Qd| . 
 
 
 Clear Helatit for Storasa (Put) ■ 
 
 
 
 
 
 24 
 
 U.-Jh 
 
 
 Oth.r Floor. 
 
 - 
 
 - 
 
 
 
 
 
 
 Load Opacity (Lbe/Sq.rt ,) : 
 
 
 
 
 
 Unlimited, 
 
 250 
 
 
 
 
 
 
 
 
 
 
 areas rem rvw.ic storage, 
 
 1*Y STORACE 
 
 ..)!.!, BTORAGI 
 
 DRY STORAGE 
 
 ' l-OHAi !■ 
 
 DRY STORACH 
 
 i mi ii '.i,ii,'Ai:i 
 
 ■"••'■ ' •:• . >■ > 
 
 J 10.000 
 
 
 1. .000 
 
 
 
 
 D.I. Cuatoaa loodad.fla.rt.i 
 
 
 
 
 
 
 
 Coolar Ipaca (Cu.rt.) 
 
 
 
 
 
 
 
 rn—»t »p*c. (cu.rt.) 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 ■>: ->t sNBM 
 
 ilrfat.d Rail Corp. , and Delaware 
 and Hudson Railroads; 7 platform- 
 level loading stations. 
 
 Consolidated Rail Corp; Delaware 
 
 and Hudson Railroads; 1856 (eat 
 
 of continuous platform- level track. 
 
 
 •»-i.> :•• ATlom 
 
 ! dour. 
 
 ."< diuii . 
 
 
 BLU V\ Irwin 
 
 40-ton 
 
 66 LP-gas fork lift trucki. 
 
 
 r:»r mnu-ii'm 
 
 
 Sprite l • i •-'! , j.i i 
 
 and looal tin dapartaatnu. 
 
 
 
 
 
 
63 
 
 MARINE REPAIR PLANTS 
 
 REF. NO. OF NEAREST PIER OR WHARF 
 
 1 
 
 • 2 
 
 OPERATOR AND ADDRESS 
 
 Powell Boatyard, Inc. 
 93 Piermont Avenue 
 Nyack, NY 10960 
 
 Julius Petersen, Inc. 
 1 Van Houten Street 
 Upper Nyack, NY 10960 
 
 LOCATION OF PLANT 
 
 Right bank, Hudson River, approximately 5,600 
 feet above Tappan Zee Bridge. 
 
 Right bank, Hudson River, approximately 2.0 miles 
 above Tappan Zee Bridge. 
 
 REPAIR SHOPS AND EQUIPMENT 
 
 Woodworking and painting shops; one 20-ton marine 
 railway. 
 
 Machine, woodworking, painting, electrical, and 
 plumbing shops; welding units; 100-ton marine 
 railway; one 50-ton, rubber-tired, mobile boat lift; 
 and a 20-ton, A-frame, stiff-leg derrick with 
 70-foot boom. 
 
 NATURE OF WORK UNDERTAKEN 
 
 Repairs and painting for small vessels; engine repairs; 
 minor fiber glass repairs; and complete restoration 
 of wooden boats , 
 
 Above- and below-waterline repairs to steel and wooden 
 hulls; outfitting and general repairs to small vessels. 
 
 LARGEST SHAFTS PRODUCED 
 
 None . 
 
 None. 
 
 LARGEST CASTINGS PRODUCED 
 
 None. 
 
 None. 
 
 VESSEL CAPACITY AT PLANT 
 
 One on marine railway. (See Remarks.) 
 
 One on marine railway, others at wharf. 
 
 REMARKS 
 
 Two buildings in rear have total capacity for 8 boats. 
 
 
 
 
 REF. NO. OF NEAREST PIER OR WHARF 
 
 19 
 
 78 
 
 OPERATOR AND ADDRESS 
 
 Steel Style, Inc. 
 
 401 South Water Street 
 
 Newburgh, NY 12550 
 
 Nicholas Hollingsworth 
 First and Center Streets 
 Kingston, NY 12417 
 
 LOCATION OF PLANT 
 
 Right bank, Hudson River, approximately 2.2 miles below 
 Newburgh-Beacon Bridge. 
 
 Right bank, Rondout Creek, approximately 0.5 mile 
 above U.S. Highway No. 9W bridge. 
 
 REPAIR SHOPS AND EQUIPMENT 
 
 Steel fabrication, plate, electrical, mechanical, paint, 
 and propeller shops; welding units; two launchways ; 
 one 100-ton, diesel, crawler crane with 200-foot boom; 
 two 10-ton, tower cranes with 70-foot booms. 
 
 Machine, wood, and paint shops; welding units; one 
 25-ton, mobile marine lift; one 100-ton marine 
 railway. 
 
 NATURE OF WORK UNDERTAKEN 
 
 Above-waterline repairs of any nature and vessel 
 construction. 
 
 Above- and below-waterline repairs to wood hulled 
 vessels; engine and fiber glass repairs. 
 
 LARGEST SHAFTS PRODUCED 
 
 None. 
 
 None. 
 
 LARGEST CASTINGS PRODUCED 
 
 None. 
 
 None. 
 
 VESSEL CAPACITY AT PLANT 
 
 One vessel on each launchway and others at pier. 
 
 One on marine railway. (See Remarks.) 
 
 REMARKS 
 
 
 Open storage space in yard can be used for repairs; 
 building above marine railway used for storage and 
 repairs . 
 Repair plant was for sale at time of survey. 
 
 REF. NO. OF NEAREST PIER OR WHARF 
 
 80 
 
 
 OPERATOR AND ADDRESS 
 
 Matton Shipyard Co., Inc., Subsidiary of Turecamo 
 Coastal & Harbor Towing Corp., Delaware Avenue, 
 Cohoes, NY 12047 
 
 
 LOCATION OF PLANT 
 
 Right bank, Hudson River, approximately 0.5 mile above 
 Troy-Cohoes Bridge . 
 
 
 REPAIR SHOPS AND EQUIPMENT 
 
 Pipe , machine , carpenter , fabrication, electrical , 
 and sheet metal shop3; painting and sandblasting equip- 
 ment; one launchway; one 13-ton, diesel, crawler crane 
 with 90-foot boom; and one 7-ton, mobile, diesel crane. 
 
 
 NATURE OF WORK UNDERTAKEN 
 
 Complete above-waterline repair capability at this 
 yard; below-waterline repairs at the New York State 
 drydock in Waterford, NY. 
 
 
 LARGEST SHAFTS PRODUCED 
 
 12-inch diameter by 15-foot bed. 
 
 
 LARGEST CASTINGS PRODUCED 
 
 By subcontract. 
 
 
 VESSEL CAPACITY AT PLANT 
 
 Two at dockside, one at drydock, others on launchway. 
 
 
 REMARKS 
 
 Plant can construct vessels up to 200 feet in length. 
 
 
64 
 
 MARINE RAILWAYS 
 
 REF. NO. OF NEAREST PIER OR WHARF 
 
 1 
 
 2 
 
 28 
 
 OWNED BY 
 
 Powell Boatyard, Inc. 
 
 Julius Petersen, Inc. 
 
 Chester National Bank. 
 
 OPERATED BY 
 
 do. 
 
 do. 
 
 Nicholas Hollingsworth. 
 
 ADDRESS 
 
 93 Piennont Avenue 
 Nyack, New York 10960 
 
 1 Van Houten Street 
 
 Upper Nyack, New York 10960 
 
 First and Center Streets 
 Kingston, New York 12417 
 
 LOCATION ON WATERFRONT 
 
 Right bank, Hudson River, approxi- 
 mately 5,600 feet above Tappan 
 Zee Bridge. 
 
 Right bank, Hudson River, approxi- 
 mately 2.0 miles above Tappan Zee 
 Bridge. 
 
 Right bank, Rondout Creek, approxi- 
 mately 0.5 mile above U.S. Highway 
 9W Bridge. 
 
 TYPE 
 
 DIMENSIONS (FEET) : 
 
 Marine railway. 
 
 25 
 
 40 
 
 12 
 
 4 
 4 
 
 Crandall. 
 50 
 
 23 
 
 8 
 
 8 
 
 Marine railway. 
 
 75 
 50 
 
 25 
 
 2 
 
 2 
 
 Clear width of cradle ar cop 
 Depth over keel blocks at MHW 
 Aft 
 
 HAULING POWER (TONS) 
 
 20 
 
 100 
 
 100 
 
 MEAN RISE AND FALL OF TIDE (FEET) 
 
 3.5 
 
 3.5 
 
 3.7 
 
 CRAKE SERVICE 
 
 None . 
 
 None. 
 
 None. 
 
 UTILITIES AVAILABLE 
 
 A.C., 110 volts, single-phase, 
 60-cycle. 
 
 A.C., 220 volts, 3-phase, 60-cycle; 
 water line; compressed air. 
 
 A.C., 220 volts, 3-phase, 60-cycle; 
 one-inch water line. 
 
 LARGEST VESSEL HANDLED (FEET) 
 
 40 feet long. 
 
 70 feet long. 
 
 75 feet long. 
 
 DATE BUILT AND/OR REBUILT 
 
 1944/1970. 
 
 1943. 
 
 1958. 
 
 REMARKS 
 
 
 
 
 REF. NO. Of NEAREST PUR OR WHARF 
 
 
 
 
 OWNED BY 
 
 
 
 
 OPERATED BY 
 
 
 
 
 ADDRF-SS 
 
 
 
 
 location on uariotmt 
 
 
 
 
 nrt 
 
 DIMENSIONS (FEET): 
 
 
 
 
 
 
 Clear width of cradle at top 
 
 of keel blocks 
 
 Depth over keel block! at KHW 
 
 
 Aft 
 
 
 
 
 moumc torn <tom) 
 
 
 
 
 >*a» f.'.r an:, (am <n fU (IBT) 
 
 
 
 
 cum invia 
 
 
 
 
 ■UBSI MEUO 
 
 
 
 
 UmWK Mfai handled (rtWi 
 
 
 
 
 im mi? »j»/of. moiu 
 
 
 
 
 ™n 
 
 
 
 
INDEX OF PIERS, WHARVES, AND DOCKS 
 
 65 
 
 NAME OF OPERATOR AND FACILITY 
 
 MAP 
 NO. 
 
 P.W.D. 
 REF. 
 NO. 
 
 PAGE 
 NO. 
 
 Affron Tank Terminals, Inc. 
 
 1 
 
 1 
 2 
 
 2 
 
 2 
 2 
 2 
 2 
 2 
 2 
 2 
 2 
 2 
 
 2 
 
 1 
 1 
 2 
 
 1 
 2 
 
 2 
 
 2 
 
 2 
 
 1 
 
 2 
 
 2 
 
 1 
 
 1 
 
 2 
 
 2 
 2 
 
 1 
 
 1 
 
 2 
 
 2 
 
 15 
 
 22 
 59 
 
 74 
 
 68 
 67 
 66 
 65 
 64 
 63 
 62 
 85 
 69 
 
 42 
 
 23 
 95 
 91 
 
 15 
 92 
 
 85 
 
 51 
 
 89 
 
 98 
 
 42 
 
 86 
 
 29 
 
 24 
 
 84 
 
 61 
 60 
 
 15 
 
 26 
 
 82 
 
 38 
 
 23 
 
 Agway Petroleum Corp. 
 
 26 
 
 
 38 
 
 Albany, City of 
 
 43 
 
 Albany Port District Commission 
 Port of Albany 
 
 41 
 
 Berth No . 2 
 
 41 
 
 *Be r th No . 3 
 
 40 
 
 Berth No . 4 
 
 40 
 
 *Berths Nos .7,8, and 9 
 
 Berth No . 10 
 
 40 
 39 
 39 
 
 
 47 
 
 Alpha Portland Cement Industries 
 
 41 
 32 
 
 Amerada Hess Corp. 
 
 26 
 
 
 50 
 
 Wharf 
 
 49 
 
 Amoco Oil Company 
 
 23 
 
 Dock 
 
 49 
 
 Ashland Oil Co. 
 
 47 
 
 Atlantic Cement Co., Inc., a subsidiary of 
 Newmont Mining Co. 
 
 35 
 
 Atlantic Richfield Co. 
 
 48 
 
 Beacon Gas & Oil Co. 
 
 51 
 
 Blum, Paul Co., Inc 
 
 32 
 
 Bray Terminals, Inc 
 
 *Wharf 
 
 47 
 
 Callanan Industries, Inc 
 
 28 
 
 Central Hudson Gas & Electric Corp. 
 
 26 
 
 Chevron U.S.A. , Inc. 
 
 46 
 
 Cibro Petroleum Products , Inc . 
 
 39 
 
 
 38 
 
 Cities Service Company 
 
 23 
 
 Clay's Oil Terminal, Inc. 
 
 27 
 
 Clemente -Latham Concrete Corp. 
 
 46 
 
 Colonial Oil 
 
 31 
 
 *Various operators . 
 **Not operated. 
 
66 
 
 INDEX OF PIERS, WHARVES, AND DOCKS, continued 
 
 NAME OF OPERATOR AND FACILITY 
 
 MAP 
 NO. 
 
 P.W.D. 
 REF. 
 NO. 
 
 PAGE 
 NO. 
 
 Colonial Sand and Gravel Co., Inc. 
 
 2 
 
 1 
 
 1 
 
 1 
 
 1 
 
 1 
 2 
 2 
 
 1 
 
 1 
 2 
 
 1 
 
 1 
 
 2 
 
 2 
 
 2 
 
 1 
 
 1 
 1 
 1 
 1 
 1 
 1 
 
 2 
 
 1 
 
 2 
 
 1 
 
 1 
 
 2 
 2 
 
 1 
 1 
 
 1 
 1 
 
 40 
 
 103 
 
 111 
 
 94 
 
 95 
 
 101 
 55 
 54 
 16 
 
 110 
 
 35 
 
 109 
 
 104 
 
 86 
 
 89 
 
 88 
 
 28 
 
 4 
 6 
 7 
 5 
 3 
 12 
 
 39 
 
 31 
 
 37 
 
 9 
 
 105 
 
 77 
 83 
 
 34 
 32 
 27 
 33 
 
 32 
 
 Consolidated Edison Co. of New York, Inc. 
 
 53 
 
 County Asphalt, Inc. 
 
 55 
 
 Dutton, A. C. 
 
 50 
 
 Effron Oil Corp. 
 
 50 
 
 Exxon Co., U.S.A. 
 
 22 
 
 
 37 
 
 
 36 
 
 
 24 
 
 Frank's Fuel Service, Inc. 
 
 55 
 
 Garraghan, R. W. Co., Inc. 
 
 General Motors Corp., General Motors 
 Assembly Division 
 
 30 
 55 
 
 Georgia Pacific Corp., Gypsum Division 
 
 53 
 
 Getty Refining and Marketing Company 
 
 47 
 
 Gulf Oil Co. -U.S. 
 
 48 
 
 *Shell Oil Co., Rensselaer Terminal 
 
 48 
 
 Hollingsworth, Nicholas 
 
 28 
 
 Hudson River Aggregates, Inc. 
 
 20 
 
 
 20 
 
 Dock No „ 3 
 
 21 
 
 
 20 
 
 
 19 
 
 Independent Cement Corp. 
 
 Dock 
 
 22 
 31 
 
 Island Dock Lumber, Inc. 
 
 Dock 
 
 29 
 
 Jova Manufacturing Corp. 
 
 Dock 
 
 31 
 
 Keahon Brothers, Inc. 
 
 21 
 
 Keefe, Peter J. 
 
 53 
 
 King Service, Inc. 
 Kingston Oil Supply Corp. 
 
 44 
 46 
 
 30 
 29 
 
 
 27 
 
 
 29 
 
 ♦Various operators. 
 *"*Not operated. 
 
67 
 
 INDEX OF PIERS, WHARVES, AND DOCKS, continued 
 
 NAME OF OPERATOR AND FACILITY 
 
 Kingston Recycling, Inc. 
 
 Depot Dock 
 
 Lehigh Portland Cement Co., subsidiary of Heidelberger 
 
 Portland Zement Werk A.G. Dock 
 
 Marquette Cement Manufacturing Co. 
 
 Barge Loading Dock 
 
 Matton Shipyard Co., Inc., subsidiary of Turecamo Coastal 
 
 & Harbor Towing Corp . Dock 
 
 Maue Oil Co. 
 
 **Dock 
 
 Metropolitan Petroleum Co., Inc. 
 
 Barge Wharf 
 
 Mid-Valley Petroleum Corp. 
 
 Dock 
 
 Mobil Oil Corp. 
 
 Asphalt Plant Wharf 
 
 Dock 
 
 Lower Barge Dock 
 
 Marine Lift Dock 
 
 Ossining Terminal Dock 
 
 Ship Dock 
 
 Moon , A . L . , Inc . 
 
 *Peckham Dock 
 
 National Molasses Co. 
 
 *Port of Albany, Berths Nos .7,8, and 9 
 
 Nervene Inc. 
 
 Ashton Fuel Dock 
 
 Newburgh, City of 
 
 Newburgh Landing 
 
 Newcombe, Austin R. & Co., Inc. 
 
 Dock „ 
 
 New York Trap Rock Corp., subsidiary of Lone Star 
 Indus tries , Inc . 
 
 Clinton Point Plant Dock 
 
 Niagara Mohawk Power Corp. 
 
 Albany Steamplant Dock 
 
 Norlite Corp. 
 
 Barge Wharf , 
 
 Orange and Rockland Utilities, Inc. 
 
 Bowline Point Generating Station 
 
 Fuel Oil Unloading Pier 
 
 Lovett Plant Fuel Dock 
 
 Pacific Molasses Co. 
 
 *Port of Albany, Berths Nos . 5 and 6 
 
 Parrott's, William Sons, Inc. 
 
 Dock 
 
 Peckham Materials Corp. 
 
 *Dock 
 
 Petersen, Julius, Inc. 
 
 Dock 
 
 Phelps, Raymond E. 
 
 Terminal 
 
 Post, Amos , Inc. 
 
 Athens Terminal Dock 
 
 Catskill Terminal Dock , 
 
 *Various operators . 
 **Not operated. 
 
 
 P.W.D. 
 
 
 MAP 
 
 REF. 
 
 PAGE 
 
 NO. 
 
 NO. 
 
 NO. 
 
 1 
 
 30 
 
 28 
 
 2 
 
 43 
 
 33 
 
 2 
 
 44 
 
 33 
 
 2 
 
 80 
 
 45 
 
 1 
 
 108 
 
 54 
 
 2 
 
 90 
 
 48 
 
 1 
 
 17 
 
 24 
 
 2 
 
 72 
 
 42 
 
 1 
 
 18 
 
 24 
 
 2 
 
 71 
 
 42 
 
 2 
 
 73 
 
 43 
 
 1 
 
 107 
 
 54 
 
 2 
 
 70 
 
 42 
 
 2 
 
 47 
 
 34 
 
 2 
 
 63 
 
 39 
 
 2 
 
 78 
 
 44 
 
 1 
 
 21 
 
 25 
 
 2 
 
 36 
 
 30 
 
 1 
 
 97 
 
 51 
 
 2 
 
 58 
 
 38 
 
 2 
 
 79 
 
 45 
 
 1 
 
 10 
 
 22 
 
 1 
 
 13 
 
 23 
 
 2 
 
 64 
 
 40 
 
 1 
 
 20 
 
 25 
 
 2 
 
 47 
 
 34 
 
 1 
 
 2 
 
 19 
 
 2 
 
 48 
 
 34 
 
 2 
 
 49 
 
 35 
 
 2 
 
 46 
 
 34 
 
68 
 
 INDEX OF PIERS, WHARVES, AND DOCKS, continued 
 
 NAME OF OPERATOR AND FACILITY 
 
 MAP 
 NO. 
 
 P.W.D„ 
 REF 
 NO. 
 
 PAGE 
 NO. 
 
 Potter, P»S. &Sons, Inc. 
 
 1 
 1 
 
 2 
 
 1 
 
 2 
 2 
 
 1 
 2 
 2 
 
 2 
 
 1 
 
 2 
 
 2 
 1 
 
 1 
 
 1 
 
 1 
 
 1 
 
 2 
 1 
 
 2 
 
 2 
 1 
 2 
 
 2 
 
 . 2 
 2 
 2 
 
 2 
 
 1 
 
 1 
 
 95 
 1 
 
 50 
 
 8 
 
 53 
 52 
 
 25 
 87 
 88 
 
 93 
 
 100 
 
 45 
 
 75 
 96 
 
 95 
 
 102 
 
 19 
 
 99 
 
 91 
 106 
 
 76 
 
 56 
 14 
 57 
 
 66 
 
 69 
 69 
 41 
 
 81 
 
 11 
 
 111 
 
 50 
 
 Powell Boatyard 
 
 19 
 
 Powell & Minnock Brick Works, Inc., subsidiary of 
 General Dynamics Corp. 
 
 35 
 
 Rockland Fuel Oil Co., Inc. 
 
 21 
 
 Sears Oil Company, Inc. 
 
 36 
 
 
 36 
 
 Shell Oil Co. 
 
 27 
 
 
 47 
 
 
 48 
 
 Shotmeyer Oil Corp. 
 
 49 
 
 Smith Oil Co. 
 
 52 
 
 Smith, R. E. Fuel Co., Inc. 
 
 33 
 
 Sousa, J. R. and Sons, Inc. 
 
 43 
 50 
 
 Spoor-Lasher Co., Inc. 
 
 *Dock 
 
 50 
 
 Standard Brands 
 
 **Dock 
 
 52 
 
 Steel Style, Inc. 
 
 Pier No. 2 
 
 25 
 
 Storm, Garret Inc. 
 
 51 
 
 Sunmark Industries, Division of Sun Co. of 
 Pennsylvania 
 
 49 
 
 
 54 
 
 Tenneco Oil Co., Division of Tenneco, Inc. 
 
 Dock 
 
 44 
 
 Texaco, Inc. 
 
 Ballast Dock 
 
 37 
 
 
 23 
 
 North Wharf 
 
 37 
 
 United Brands Co. 
 
 ♦Port of Albany , Berth No . 3 
 
 40 
 
 United States Government 
 
 41 
 
 
 41 
 
 
 32 
 
 U.S. Corps of Engineers 
 
 Wharf 
 
 45 
 
 United States Gypsum Company 
 
 Dock , 
 
 22 
 
 Westchester Concrete, Inc. 
 
 55 
 
 •Various operators. 
 **Not operated. 
 
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UNIVERSITY OF ILLINOIS URBANA 
 
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