(i:;>i iii^; ii?^i'>*^^;I.i^!i-'•:i:-;■■• j«;';s,''li.'J. •)■,.'■ t • ''\<''. . '• ' ■■ -;;h;':'i-' ■-■■■■ pill ■ Slk'n. OF CALIFOSKIA EEPAETICENT OF PUBLIC WORKS PUBLICATIONS OF THE DIVISION OF Vy'AT3R RESOURCES EDWARD HYATT, State zlngineer BULLETIN NO. 47 MOJA^/S RIViR lOTSSTI&ATION 1934 (Seal) Department of Public Works LIBRARY UNrVERSITY Or CALIFORNIA DAVIS 9- Ul — --— 1- < -J 2 0. j J \l^ C '*"' '•*— ■-^^1'— -n is [^ ^ •■2 M 'p %x^ / i \ '\/ 'jl 5 ° ^1 K i \ " y X < 1 1 \ /-/^ /\ o 1 G -C / ^ ^ s ^^^ 5N^/"v *>v H ^^^ ^S;;-^--.^ , iy ' "^^^sr-^ 1 jj ■^^^ l/K ^ ^ ! ^^c ^^ ■- ^ " \ ' 11 1 ^ 1 / V 2 y"^^^^ ^ / s % ^V / « i /Sf 7 2 ^ ^ / If X / s / 'u/// It J 1 3 A >4^ / / 7i "^F (^ \ \ 7-^- LP / '\| / . k 1 \ \ ^kj^ S \ / III ^v^-^-v- / ^^V_ * „J / iii TABLE OF C0iJT:3iTTS Page ACKlTOV«LSDGl.l£!]NTS xi OEfiiUJIZATIOl^ lii FORJJWOia} xiii CHi\PTjilR I INTRODUCTION I^TD SUMiaRY 1 Previous Publications 1 Scope of Report 2 The Problem Stated 2 Work Done 2 Summary and Conclusions 3 Surface Reservoirs 8 Underground Reservoirs 9 CIL'iPTdR II DESCRIPTION OF MOJAVE RIVER VALLEY 11 Climate 13 CHAPTER III SOIL SURVEY .\i© CLASSIFICATION 14 CHAPTER IV GEOLOGY OF iiOJAVE RIVER V.ILLEY 20 Upper Mojave Valley 24 Middle Mojave Valley 27 Lower Mojave Valley 28 CH^'^PTER V MOTOTTAIN HEADtiATERS 32 Arrowhead Project 32 Precipitation 36 Stream Discharge 37 Reservoir Sites 40 Victor Reservoir Site 40 Forks Reservoir Site 40 West Fork Reservoir Site No. 2 42 'tilest Fork Reservoir Site No. 3 43 Deep Creek Reservoir Site 44 Grass Valley Reservoir Site 44 Holcomb Creek Reservoir Site 45 Evaporation 45 I c I r r. 8 K 3 •J t^i II r VI ..■ V 1 >. • , I T'H '■^'^A*r^'-s 3S 3f I Iv TABLE OF^COHTEIITS CHAPTER VI Page HYDROLOGY ■. 46 Stream Gaging Stations 48 Measured Losses of Water in Plains Area 50 rrora the Forks to Upper Narrows 50 Upper Narrows to Lower Farrows 52 The Forks to Lower Harrows 55 Lower Narrows to Bars tow 56 Inflow from Yvest Side below Lower Narrows .... 57 Loss Hodge to Barstow . . . .• 59 Barstow to Afton . . . . ! < 59 Forks to Afton 60 Beneficial Consiimptive Use of Water 61 Disposal of Water 62 Vifater Table 65 Area of Influence of iiojavj River 66 Pressure Arjas 67 Fluctuations of Water lable 68 CILiPIilR VII DEVSLOPIIENT 70 Spreading in Valley 77 Summary 77 APF3>IDIX 1 TAEUIulTIONS 78 '.-J I'TOEX OF TABL2S Table Pa^e 2 3 4 5 CH-VPT^R I INTRODUCTION AjD SU1''JW.EY Rating of Soils as to Va^lue for .Y^riciilfare in Area for waich Soil Survey has been made in Mojave Vallej'- . . . . Bstimated Average ;uinual Water Available in Mojave River Appro:?:imate Average Disposal of Water of Mojave River, 29 year period 1905-06' to 1933-34 Surveyed Reservoir Sites - Kojave River Estimated Capacity of Underground Basins above Barstow . 5 6 7 9 10 CIL'iPTZR II DilSCEIPTIOiT OF M0JaT5 RIF3R VALLSY Irrigated Area in Mojave Valley dependent on Mojave River 13 7 8 10 11 CH.\PT3R III SOIL SUETHY am) CMS3IFICATI0N Agricultural Ratings of Soil Grades 15 Agric.iltural Value of Soils in Mojave River Valley covered by Survey of University of California, 1932, and U. S. Department of ,\griculture, cooperating with University of California, 1921 16 Agricultural Value of Soils in Mojave Basin - Summary of Table 8 17 Agricultural Value of Soils in Mojave River Valley covered by Soil Survey of 1921 but outside of maps in pocket . 17 Names and Descriptions of Soils in Different G-radings for Agricultural Suitability 18 CH-^PTER IV GilOLOC-Y (No tables) ▼1 Table INDEX OF TaBLSS (Continued) CHA.PT3R V M0U17TiiIH KBADV/AKBS 12 Principal Precipitation Stations maintained by Arrowhead Corporation and others in and near Mountain Headwaters of Kojave River 37 13 Stream 3e.ging Stations maintained by Arrowhead Corporation and U. S. Geological Survey in rountain Headwaters of Mojave F.iver 39 14 Victor Reservoir Site Capacity Table 40 15 Forks Reservoir Site Area and Capacity Table 41 16 Sast Fork ::ojave River - ilstimated Discharge 41 17 West Fork Kojave Riv^r - Estimated Discharge 42 18 West Fork Reservoir Site >To. 2 - Area and Capacity Table . 43 19 Estimated Discharge luest Fork Resen^oir Site Fo. 2 . . . . 43 20 West Fork Reservoir Site No. 3 - Area and Capacity Table . 44 21 Bstimated Discharge Viest Fork Site ?'To. 3 44 22 Evaporation at Lake Arrowhead 45 CH.\PT3R VI HYDROLOGY 23 Loss from Forks to Upper Narrows 50 24 Rising ii'ater at Upper Narrov/s and Consumptive Use, Forks to Upper Narrows 52 25 Average of Isolated I.'easurements by U. S. Geological Survey at Upper and Lower Narrows, 1931-32 53 26 Comparison of Discharges at Upper and Lov/er Harrows except in Time of Flood 53 •^ Estimated Loss and Gain Upper to Lower Narrows 54 28 Difference in Flow - Forks and Lower Narrows 55 39 Difference in Flow - Lower Narrows and Point of Rocks . . 56 w 05 a-- jf fSf, mo^l as : )- •Tfff .11 w VI 1 IMD3X OF TA.BLB;S (Continued) Table CH/\PT3R VI HYDROLOGY (Cont.) 30 Difference in Flow - Upper Harrows and Hodge 56 31 Stream Flow from Lower Narrows to Hodge - Average of Measurements 57 32 Loss of Water - Hodge to Berstow 59 33 Loss of »vater - Mountains to Afton 1931-32 60 34 Disposal of water in Mojave Basin below 'loun tains, 1931-32 . 63 CHi'iPTEE VII DBV3L0PMENT P0SSIBILIII3S AID GSaiERH; PL-L^TS 35 Estimated Average Annual rtater Available in Mojave Valley for Different Periods 70 36 Storage Capacity Necessary for Various Safe Annual Yields including Evaporation, Transpiration, and Rising Viater passing out of Basin, for the 29 year period 1905-06 to 1933-34 71 37 Surveyed Capacity of Known Reservoir Sites in Mountain Headwaters and Estimated Average Annual Discharges .... 71 38 Estimated Capacity of Underground Basins 72 APPEOTDIX 1 TABULiiTIONS OF DATA 39 Monthly and Seasonal Precipitation at Stations 79 Ash Meadows 80 Big Bear Lake Dam 81 Burton Ranch 83 Crab Park 84 Daly Stimmit 84 Deep Creek 85 Fleming's Mill 86 Forks of Mojave 87 CJate House in Little Bear Valley 88 Grass Valley at Saw Mill v 90 Green Valley at Toll House 91 Heap's Peak 91 Helendale 92 Hesperia 93 i-iv eitffi J T -f I 5£ ST .« viii Il'^SX 07 lABl^S (Continued) Table page iiPPEITDIX 1 'i:A.BirL.TIO"'S OF LATA. (Cont.) 39 Holconib Creek 94 Holcorab Creek, Upper, in Holcomb Valley 95 Huston Flat 95 Kuffels 96 Los Flo res Ranch 97 Burcliam Ranch 97 Measor's 98 Morse's 98 Rid^e 99 Squirrel Inn 100 Strawberry Flat 102 Summit Ho. 2 102 lalmadge 103 Tunnel Mo. 2 103 I^per Toll Gate 104 Victorville 104 40 Monthly and Seasonal Discharge at G-aging Stations 105 Buck Creek above juiiction v/ith Crab Creek 106 Cedar Creek 106 Cox's Creek 106 Crab Creek above junction with Buck Creek 107 Crab Croek below junction with Buck Creek 107 Deep Creek below Green Vallay Creek 108 Dry Creek 108 3pst Fork of Hojave River above junction with West Fork . 109 Fern Creek 109 Grass Valley Creek 110 Guernsey Creek 110 Holcomb Creek Ill Hook's Creek Ill Huston Flat Creek 112 Little Bear Creek at Dam Site 112 Little Bear Reservoir at North 3nd of Tunnel TPENDIX 1 TABULATIONS OF DATA (Cont.) 40 Shake Creek 118 Sheep Creek 119 Tunnel "C" 119 West Fork of Mojave River 120 41 Omitted . ,-.. 121-122 42 Miscellaneous Discharge Measurements from F. C. Finkle . . 123 43 Records of Water Levels at Wells 125 44 Areas of Uatural Vegetation on Different Soil Classifications 249 IlIDEX OP PLATES Plate Page 1 KSy IJIAP OF AEZIA imrsSTIGATSD Frontispiece 2 LOCATIOxI OF STRSAJ': FLOW A">T) PRSCIPITATIOAt GAGI^^G STATIONS ia.IlTTAINj;D BY LAKS ABEOWHjIAD COEPORATION . . 38 3 WAT3R L3V3L FLUCTUAT IO:tS AT TEST WELLS OF L>Ua AEROWIti'J) COEPOIL'iTIOF 64 LLVPS IN P0CK3T 4-A AGRICULIUEAL VilLUS OF SOILS - Upper b'ojave Valley 4-B AGRICULTUIL'lL VALUE OF SOILS - Middle Mojave Valley 4-C AGEICULIUaiL VALU-^l OF SOILS - Lower Mojave Valley 5-A LOCATIOil OF WiLLS MTD GROUITD WAT^R T/iELE CONTOURS Upper Mojave Valley 5-B LOCATIOH OF vflJLLS A'-JB GROUITD VVATZ^IR TABLE CONTOURS Middle Mojave Valley 5-C LOCATIOI OF «» ilLLS AIJL GROWTD WAT.^R TABU! CO'TTOURS Lower Mojave Valley I 3Ci ACIGTOWLEDG^ffiMTS All stream measurements, measurements at wells, in valley, precipitation measurements and evaporation were made available 'by- Mr. J. p. Van ITuys, President of the Arrowhead Co rpior' tion. . Mr. V». P. Eowe made available numerous measu]:ements of Water table at wells made by himself and also gave freely both offi- cially and unofficially from his great store of information concern- ing Mojave Basin. Messrs. F. C. Pinkie, J. B. Lippincott, and George Adams of Los Angeles, Mr. Dix Van Dyke of Daggett, and Mr. C. A. Foster of Victorville furnished infornjation of great value. This help has been greatly appreciated. t-ry£h»f rr sll OHG-AxIIZATIO!>I Earl Lee Kelly Director of Public Works Edward Hyatt State Eiieineer oOo This investigation was under the general charge of and this report is by Harold Conkling Deputy State Engineer oOo The field work done by the Division of Viator Resources was U-nder the direction of W. P. Howe oOo Office computations and analyses were done "by George B. Gleason Senior Hydraulic Engineer - Water Hesources assisted by H. C. Kelly - Assistant Hydraulic Engineer E. L. Clark — Assistant Hydraulic Engineer J. C. Kimble- Junior Engineer Geologist Chapter on Geology was written by J. C. Kimble Junior Engineer Geologist Drawings are by J. 1. Liaguire - Senior Delineator Hellmuth Schmidt - Senior Delineator wo;-r . XI 11 FOEEVSOED This report deals pri:narily with the hydrology of Mojave Basin and is ohvionsly of a preliminary na,ture. Much more informa- tion is necessary to lay out a plan for extensive development if the situation is judged to be favorable for such development. A solution of the possible legal complications is needed. This investigation is a part of the state wide investigation of and plans for utilization of the water resources of the state. This has been completed in some areas and still in progress in others, no- tably Southern California. 1 olvrfo si 'to ^ (-,,'.T \;Icffi* CHAPTER I IITTR0DU3TI0H ADIT' ST3flvlA.RY The investigation of Mojave River Sasin was started with fiands provided by Chapter 832, Statutes of 1929. As little information con- cerning the hj'drology of the valley was available and as knowledge of this is a prerequisite for any planning these funds were devoted to se- curing this information and similar work was continued durin£: the suc- ceedin;- bienniums with such funds as were available. These fu-ids liave not been sufficient to develop plans for a project and iiTuch more work is necessary for accurate knovdedge of the hydrology. The work done by the U. S. Geological Survey aril by the U. S. Division of Irrigation, Bureau of Agricultural Sngi.ieerincj was financed by cooperative financial agreement between the State and the Sovernment. Previous Publications (1) Water Supply Paper No. 140, United States Geological Survey, 1905, "Field Measurements of thj Rate of Movement of Under- ground "vnaters", by Charles S. Slichter. (2) «Vater Supply Paper No. 578, United States Geological Survey, 1929, "The Mojave Desert Region, Cn.lif omia" , by David G. Thompson, (3) Bulletin No. 5, California State Department of Sngineering, 1918, "Report on the Utilization of Mojave River for Irriga- tion in Victor Valley, California", by Mojpve River Commission. (4) U. S. Department of Agriculture, 1924, "Soil Sur\-ey of Victor- ville Area", by A. S. Kocher and Stanley W. Cosby. (5) Bulletin No. 44, C^lif ornir- State Division of lUiater Resources, 1933, "Water Losses under Natural Conditions", by Harry I, Blaney. (6) Bulletin No. 541, United States Geological Survey, 1914, "Reconnaissance of the Barstovz-Kramer Region", by R. W. Pack. (7) Bulletin No. 61^, United States Geological Survey, 1916, "Guidebook of ti. . ..estei-n United States, Part C, The Santa Fe Route", by N. H. Darton. (8) California Univ. Dept. Geologj- Bulletin, Vol. 7, No. 24, 1914, "Pleistocene Beds at Manix, in the 3astera Mojave Desert Region", by J. P. Buwalda. (9) Viater Sti.pply Papers Nos. 81, 100, 134, 177, 213, 705, 730 and 735, United States G-eolOt;ical Survey. (10) Int. Gteol. Congress Oruidebook 15, 1932, "Excursion to the San Andreas ?ault, and Cnjon Pass", by L. f. IToble. Scope of Report The report is limited to a brief discussion of the geology and piiysical characteristics of the region and to a d:i pcussion of the hydrology in so far as the data available justifies. ITo attempt is mp.de to lay out a specific project a,nd methods of consorration are discussed only in a general way. Dam sites were not explored. All data gathered are published herein or in "Hater Supply papers of the U. S. Geological Survey. Data from Lake Arrowhead Corporation are published in a separate mimeographed publication of the Division of Water Resources. The Problem Stated MojavG River Vallsy does not have a problem of present overdraft to correct which makes conservation necessary or desirable. Rather the problem presented is hov to bring about greater utilization of the water supply which is made difficult by economic and legal considerations. Flood control works may be desirable if large development occurs. Vnork Done A survey was inade by airplane in October, 1929, and from the photographs the base ma,p contained in |»cket was dravm. Measurements of depth to water at wells were begun in fall, 1929, and continued by Division of Water Resources personnel until the funds provided by Chapter 832, Statutes of 1929, were exhausted in the suraraer of 1931. After that date Well measurements were taken by the U. S. G-eological Survey, which organiza- tion has taken all stream measurements and calculated all discharges at stations ma-intained by it. fibsia ©ilO', fftsr .f « The U. S. Division of Irrigation, BxiTeau of Agricultural Engi- neering^, made estimatec of plant transpiration ajrid evaporation at a sta- tion southeast of Victorville along the river. All former well raeas-arements by .« . P. Eov/e v/ere rnade available find all those talcenfor the Arrowhead Corporation and its predecessors. This company also made available all stream measurements, precipitation data and evaporr.tion data both in valley and mountains. From these data the Division of Water Resources calculated daily discharges o.t all stations. The monthly and seasonal discliarges are incorporated in this report. F. C. Finkle also mr.de streaiii mea; ■jrements and well data available. S unma.ra" and Conclusi ons The principal supply of Mojf.ve Eiver cones from 217 sqioare miles of mountain headwaters which area covers practically the entire northern slope of S?-n Bernardino Mountains, of which 212 square miles are above the lowest stream gaging stations on its forks. It also receives the underflow from the mountains on the west as far as Sheep Creek and the negligible con- tributions from the drainage area to the east of the headwaters proper. The stream flov^s north and east 120 miles and is lost in the dry Inkes of the desert. The climate Js tj^pically arid. Precipitation averages three to five inches in the valley, the elevation of wMch is ?000 feet at the moun- tain toe and falls to about 1400 feet at Afton, 90 miles northeast measured along the river, and the lower limit of the area covered by the investiga- tion. Average annual temperature at Barstow near the middle of the valley and at elevation 2100 is 6o degrees. The largest towns are Barstow, with a population of 2455, and Victorville, with a population of 2165. Other small communities are Yermo, Daggett and Hesperia. l-il '•'tuii.^S? -;n'"'V'' ■-fir- >-- ^avcia.. ^ 35»rioiii-:oyl3t The valley is well supplied with transportation, being traversed lay main lines of the Santa Fe and the Union Pacific milroads arid also by two main State and Federal highways. The highways use the same road bed through the narrow central part of the valley and the railroads do also. Several plans of considerable magnitude have been proposed for additional irrigation development and several hundred thousand dollars are said to hpve been spent in forwarding them but the results are negligible. Two ir- rigation districts havc been formed but no development has been done under ei ther. Much of the area of the valley has been takiii up by homesteads and desert entries. There v/as, at the tir.:o of the survey made by the Division of Wa,ter Resources in 1928 of the area influenced either by surface or underflow of the river, a total area of 6019* acres irrigated scattered throiogh the valley but mainly in the upper end. The area irrigated is sup- plied at points of rising v/ater along the river or by pumping. Aside from these points the stream is dry for abouu six to eight months of the year after it leaves the mountains. Soil surveys covering 409,145 acres by the University of Crli- fornia and U. S. Department of Agriculture have been made. The area covered is shov,-n on Key Map and the distribution of the different classifications * CeusMS figures of 1929 show a considerably smaller anoiuit of irri- gated laud. Likewise the report by the University of California on its soil survey shows a considerably smaller area in 1932. The reasons for this are unknown but one may be that areas in orchard shov/n by the photo- graphs and considered irrigated were not irrigated and had been abandoned. The exact acrenge irrigated is not of great importance to this report. If less is irrigated the beneficial consumptive use given in various tables in the report would be less t't the non-beneficial use would be more. A reconnaissance field investigation of a part of the area indicates abandonment of some of the area supposedly cropped in 1929 and for this re- port the beneficial cons-umptive use of crops is taken as 15,400 acre feet instead of 16,800 acre feet which would result if the estimated 2.8 acre feet per acre were applied to 6019 acres. '«f a\ ■ti ^ima oWv xtos for that part covered by the maps of the Division of Water Resources in this report is shown on Plates 4-A to 4-C in pocket; 45,883 acres of this total are not shown on the map. The University has classified the lands according to their agricultural value, as shown in Table 1. The classifi- cation is based on soil quality and does not consider fertility except as indirectly influenced by soil quP.lity nor does it consider climate or transportati on. Table 1 Eating of Soils as to Value for Agriculture in Area for which Soil Survey has been made in Mo Java Valley Grade Agricultural Number Rating Acres 1 Excellent 1,024 2 Good 65,035 3 Fair 184,903 4 Poor 56,184 5 Very poor 67,227 6 No agricultural value 34,772 409,145 These different classifications of land are scattered indis- criminately through the area, but the area above Barstow contains the larger percentage of the better soils. The Mojave River is a distributive stream to a large extent below Hodge and waters lost froL it by percolation drift away from the stream underground. The gross area influenced by Mojave River, that is, the area the water supply of which, either surface or underground, is wholly or partly dependent on the river and the underflow escapin-r from the river is estimated to be 330cEquare miles. The exact boTondary is open to question. There are four par- cels within the total area included into which the movement of groundwater from Mojave River must be very small. These are (l) the parcel west of Mojave River above Victorville except close to the river (whs.tever supply this receives fron the Hojave cones from V*est Fork); (2) the parcel on the west side of Hinkley Valley between the river and Hinkley station; (3) the parcel north of Hinkley Valley bounded on the north by a line alon^ the south side of the nuijerous extrusions of bedrock found in that vicinity; (4) the entire parcel east of Forks-of-the-Road Fault. The total area of these is about 150 square miles. Into these parcels the movement of water is so small that only a vcry snail percentage of their area could be ir- rigated from the supply. The average annual discharge from the mountains through the main river and the increment from ground water flow below Victorville in the 29 year period beginning 1905 are together estimated to approximate 97,000 acre feet. During the period of rainfall records which started in the mountains in 1883-84 there have been periods of ten and twelve years of very subnormal rainfall during which the rrinoff from the mountains averaged a little more than 50 per cent of the 29 year average. The estimated water supply of the river for different periods is shown in Table 2. Table 2 Estimated Average Annual V»ater Available in Mojave River Acre Feet MoTmtain Inflow from Period Tears Di scharge Springs* Total 1883-84 to 1894-95 12 219,000 7,000 226,000 1895-96 to 1904-05 10 42,000 7,000 49,000 1905-06 to 1921-22 17 122,000 7,000 129,000 1922-23 to 1933-34 12 46,000 7,000 53,000 1905-06 to 1933-34 29 90,000 7,000 97,000 *The estimate for 1931-32 is used for all periods as the distance from the area where these waters get underground to the river is consider- able and cyclic variations would be more or less obliterated. Along practically the entire length of the stream, except the and first ten miles below the raoaintains/a reach of five miles the lower end of wliich ends about five miles above Barstow, the water table is high, support- ing principally cottonwoods but also some tules and salt grass. There are over 7800 acres of bottom lands above Afton ajid below the mo\intain toe sup- porting this type of vegetation and several square miles in which the grov/th of cottoawoods is more scattered. This causes large waste of water. It is estimated that the stream discharge is disposed of as shov/n in Table 3. This estimate is extremely tentative. However, all not beneficially used is wasted so far as economic benefit is concerned, so that from that standpoint there is little difference whether the \.aste occurs in floods past Afton or by supporting cottonwoods. Table 3 Approximate Average Disposal of Water of Mojave River 29 year period 1905-06 to 1933-34 Inflow River 90,000 Spriigs 7.000 97,000 Di sposal Ee-eficial Consumption Irrigation 15,400 Domestic and Industrial 1,100 16,500 Non-beneficial consumption in sustaining native vegetation 41 . OOP 57,500 Surface outflow at Afton, (required to bala-'cie equation) .39 . 500 97,000 The foregoing indicates that in addition to the 41,000 acre feet non-beneficial consumption, there was waste of water past Afton and out of the area of the valley in which development is pos :ble, but as consurap- tive use is fairly constant froivi year to year, during the deficient periods shown in Table 2 approximately the same consumption as above would occur and the surface outflow would be negligible. Although expressed as an , ^ :-l* 'Tfi ^. ;- ?V ..---, .' r Ji tdjdtt lO CXIj.'^O 0C?.G?1 'VV". ■' f . abcie ^f sq -<:. ar ot tp sfffiji: oe ov 'A. a ?-.00 ViiSt^-lft^ OE'. to tnemibtf ,•9% .jj.gjjrtli ^i'-i'i iiri I 10 Estimates of capacity of the underground tesins above Hodge are shown in Table 5 for various depths below ground surface. Table 5 Estimated Capacity of Underground Basins above Bars tow Acre Feet Feet below ground surface 50 100 150 200 Forks to Victorville 90,000 220,000 410,000 670,000 Victorville to Hodge 160,000 320,000 480,000 640,000 Hodge to Barstow, including Hinkley Valley 290.000 590.000 900.000 1.200.000 540,000 1,130,000 1,790,000 2,510,000 It is apparent that any extensive development of the water re- sources of Mojave Basin must contemplate utilization of underground reser- voirs, perhaps supplemented by a surface reservoir. The present regimen of the stream would be much disturbed by such development if it is large. 11 CHAPT.SH II DBSCRIFIIOr OF MOJAVS RIV3R VALLEY Mojavo Hiver ifesin is in the desert region of southeastern Cali- fornia most of v/hich is part of the Great Sasin. It is in the western part of San Bernardino Coiinty and its raountain drainafio prea divides the desert from the Coastal Region. Principal towns are Barstow (population 2455 in 1929), Victoi^ ville (population 2165 in 1929) and Yermo (population 400 in 1929) . Other small settlements are Hinkley, Newberry and Hesperia. Industrial development consists of the railroad yards at Barstow which is a division point on the Santa Fe railroad and the cement works near Victorville. Transportation is furnished hy the main line of the Union Pacific from Salt Laice to Los Arigeles, and of the Santa Ye from Kansas City to Los Angeles and to San Francisco, the division of traffic being made at Barstow. U. S. Highway No. 66 (also State highway) from Los Angeles to Salt Lake and from Los Angeles to norther. Arizona points also passes thro'ugh the valley from end to end branching at Barstow. The valley is a natural avenue from the east to Coastal Region of southern California and to the Great Central Valley of the State, the first record of its use ";. ■: ig about 160 years ago. Irrigation is supposed to have begun prior to 1 870 by means of a few small ditches diverting at points of risiiig water. The Appleton Land & Water Compaav . organized in 1885, diverted water from East Fork to lands around Hesperia. At one time about 1000 acres are said to liave been irri- gated but the total in 1916 was 310 acres and was less in 1929. The Mo, lave Water & Power Company in 1908 proposed a reservoir to be formed by a dam at Upper Narrows for irrigation below Victorville, but nothing came of it. ->;:[£ ^i>.ti^t fit Bt niaifi adTlS t»vsl,oM 3oi;xvi~ i- '.iis*i. ■■u'. isj'x iiiB V 2cJ _l Cicxl a't &,iaas oiiJ io iiafi ,3&i.3£,aA 8o*I oj sj^i :ri;s$ ^oi!b i.i.3 -ist'an.J asaasq caijs c-jcicq aco^r:^*' . xsxaJioxi a-j saiascA ecd ctcii IX«v sfiT ^wolrtJBS - o^ Jbae fflDt't Ls-r- ;tBfie ^lifj - i L oS totxq, nx :i ai aoi^ti _ __^ .TStjEfff jtfftsii "ia st.Tf-;-q ts sr *•*'I»vJ^^ sprfo.^t^ Ilpmn welt a-i>.i»X o* afcio'i jaaii ^O'li aajaw i>oJisvxD ^'J^ha ax ij3sr;.aa'so. -;•,: er^a aanoB OOOX eao ;tjS: u^x'ieqs&H bavtna 1* Jb.i« 891C3S • ^I'SI. —^ 12 Rancho Verde , just above the Upper Narrows, at one time is said to have i3>- rigated 1500 acres. The area was reduced to 1000 acres in 1918. The Daggett Ditch was started in 1885 and after various vicissitudes is said to now irrigate 150 to 250 acres. Yermo t'utual Water Company was initiated in 1910 to irrigate 8000 acres near Yermo. About $200,000 was spent it is claimed. In 1916 about 200 acres are said to have been irrigated from this system but in 1929 there was none. Victor Valley Irrigation District was formed in 1917 to irrigate lands in the mesa southwest of Victorville. While not formally dissolved it is absolutely quiescent. Mojave aiver Ir- rigation District was formed in 1917 to irrigate lands in what is called Apple Valley in the mesa southeast of Victorville but has done nothing. The areas irrigated other than those Just described are by indi- vidual enterprises sucn as the gravity diversions below Victorville or Wells particularly in Hinkley Valley and Apple Valley. In 1918 thei'e ware 9870 acres irrigated in the Mojave River Valley*, of which 7685 acres were in the river bottom and low lands and 2185 acres on the mesas. In 1929 there were 6019 acres (Plates 5-A, B and C in pocket), drawing water from the river either by gravity diversion and pumping along the river bottoms or by pumping in Hinkley Valley to which water from the river is conveyed underground. Above Victorville in Apple Valley and around Hesperia are additional irrigated lands not shown on map, which do not draw on river water but are supplied by tributary underground water or gravity diversions above the Forks. The irrigated area around Adelanto is also not shown hut 101 acres irrigated by water from springs in the river bottoms are included in the above total. Table 6 shows the total irrigated area dependent on the river or underflow from it as disclosed by the aerial survey of 1929. *0p cit Bulletin 5. 13 1 375 j. ,860 1 ,778 355 751 Table 6 Irric^:ate'J Arja in Kojave Valley djpanu. .t on Mo Java Hiver Acres - 1929 District Acres Motui tains to Victorville Vi'Jtorvilla to Hodgo Hodga to Earstow, including Hinklay Valley Ear stow to Daggett Daggett to Camp Cady Total 6,019 Climate Climate is Vv^ry arid, annual precipitation averaging; three to five inches v/ith low humidity, high stunmer temperatures and great diurnal ranf;e in temperature. Sixty p-^r cent of the precipitation occurs in the four months Deceir.bor to March. G-rowirjg period between frosts averages 245 days. High wi:ids prevail in the spring. Slovatio;is average 3000 feet south of Victorville and below the Forks, 2500 feet betwec-i Victorville and Hinkley, 2150 feet between Hinkley and Barstow with a general fall from Earstov; easterly of 13 foet to the mile. At Afton v/here the lowest gaging station for tliis investigation was established the elevation is about 1400. ^il•^ 'I'X • a-i^afc [£ U iA 14 CH/LPTER III SOIL SURVEY AND CLASS IFICATIOIT A cooperative survey of the Victorville area (that portion of the valley atove Victorville) was made in 1921 by the U. S. Department of Agriculture and the University of California*. In 1932 the University of California College of Agriculture, at the request of the Division of Water Resources and with funds for field work furnished by the Division, made a survey of the part of the valley influenced by Mojave River from Victorville down river to a line 18 miles east of Daggett. The results of this survey** are not yet published but part of the following is condensed therefrom. The area covered by the two s^orveys within the boundary of the survey of the Division of Mater Resources is shown on Plates 4-A, B and C in pocket. The area covered by the survey of 1932 is entirely within the boundary of the Division of Vi'ater Resources survey but the area covered by the survey of 1921 extends outside that boundary. The boundaries of the three surveys are shown on Key liap. The University also classified the area encompassed by both surveys as to its suitability for agriculture by the "Storie Index Method of Soil Evaluation". This soil rating takes into consideration three factors: (A) Rating on basis of character of profile, i.e., mode of formation or accumu- lation and degree of weathering, (B) rating on basis of surface texture, i.e., loamy, sandy, gravelly, etc., and (C) rating of conditions and characteristics of the soil which modify its suitability for utilization * U. S. Department of Agriculture, 1921, "Soil Survey of Victorville Area", by A. E. Kocher and Stanley o , Cosby. ** Soil Survey of Barstow Area, California, by R, Sari Storie and D. F. Trussell (in press) . sntvs^ lo .•'sf, ■iooa ,yIi-T:o': 3tf no 3nf?j».7 15 in plant production, i.e. drainage, alkali, erosion, etc. Certain soils with lov»f ratings might successfully produce certain special crops although not well suited to a wide range of crops. Cliras.to and transportation, of course, are not taken into consideration in the rating but exert modifying influences. Sach factor is evaluated on a percentage basis, the ideal condi- tion boing 100. The percentage rating? of factors (a) , (B) and (c) are then multiplied and the result is the "Soil Index Eating". For California the soils have been divided into six grades as shown in Table 7. Table 7 Agricultural Eatings of Soil Grades Pe rcen tage Agri cul tural Grade Index Eating 1 80-100 dlxcellent 2 60- 80 Good 3 40- 60 Fair 4 20- 40 Poor 5 Less than 20 Very pocr 6 Less fnan 10 2Ion arable The total area covered by tnc two surveys is 409,145 acres. The classifications within the boundary of the Division of Wat-sr Eesources sur- vey are as follov/s: J i IfclUXB O Agricultural Value of Soils in Kojave Rivur Vallej'- covered by Siirvey of University of California, 1932 and U. S. Department of Agriculture cooperating with University of California in 1921. * Area of i Boils in acres .Grade Amount ( 3f Alkali District : F S M . A Total : Fo. : (free) (slischt) : (moderate) :(strong) MOWIIAIIS 10 VICTORVILLE: 1 . 723 : 723 Both sides of river 2 39,162 : : 39,162 : 3 : 59,657 : : 59,657 : 4 • 18,861 : : 18,861 : 5 • 13,450 : : : 13,450 : 6 : 30,274 : : : : : 30.274 Total :162,127 :162,127 VlOTORVILTiF, TO "RARf^TOW 1 : 301 : : 301 Both sides of river 2 3,139 2,367 : 5,506 Victorville to Hodge ; r? 25,492 687 391 : 26,570 South side of river • 9,315 1,744 : 515 : : 11,574 Hodge to Barstow 5 : 21,698 : 16 : 1,226 : 22, '^40 : 6 : 3.033 : 4,814 : 906 : 1,226 : 3,033 Total : 62,978 69,924 HI^JXr.RY VATJ.tilY 1 North side of river : 2 4,475 1,221 116 : 5,812 Hodge to Barstow 3 : 12,5S1 : 3, 448 16,039 4 193 1,250 : 2,470 • 3,913 5 4,504 : 4,504 6 : 2,586 Total 21,763 5,919 30,268 EA.RSTOW TO EAST Bl-TD OF SURVEY 1 Both sides of river : 2 . 37 1,253 1,290 Barstow to Daggett 3 20,859 345 424 21,628 Korth side of river 4 : 2,327 212 2,539 Daggett to east end : 5 5,544 1,545 7,089 of survey 6 636 1,545 Total 28,767 1,598 32,546 DA?rGET'r 10 EAST E:td GV SURVEY 1 0- South side of river 2 0: 244 , 244 3 37,515. 641 90 38,246 ■i_ 3,058 9,151 . 832 477 13,518 o 9,485 40 . 32 : 6,832 : 16,389 6 : : 954 : : 7,309 : Total 50,058: 10,076 . 68, 39" -iRAlTO TOTAL " 325,693; 22,407 • 5,082 ; 10,080 ; 363,262 * ilVithin the boundaries of th€ i map in pocket. ^m f « IflJOX rr • T Y -J rr TT/*r T'T -•^T" wo.tnM o^ e^DcH t;xt llsj (-„ :six or i&vH >o af ■,^ : !( IttJOi 17 Table 9 Agricultural Value of Soils in Mojave Basin Suiomary of Table 8 Ac re s Grade Ho. Alkali Classification Total Perce ntaaie Free Slight Moderate St ronis; 1 1,024 1,924 0.3 2 45,813 5,085 116 52,014 14.3 3 156,114 5,121 905 162,140 44.7 4 33,754 12,145 4 029 177 50, 405 13.8 5 54,681 56 32 9 ,603 64,372 17,7 6 33,307 33.307 9.2 Total 325,693 22,407 5,082 10,080 363,262 100.0 Table 10 Agricultural Value of Soils iri Hojave River Valley- covered by Soil Survey of 1921 but outside of maps in pocket. . . Area of Soils Grade No. in Acres Percentae;e 1 3 13,021 28.4 3 22,763 49.6 4 5,779 12.6 5 2,855 6.2 6 1,4G5 3.2 45,883 100.0 As shown by Plates 4— A-B and C in pocket, the different classes of land do not occur in large areas but are scattered over the entire area mapped. The names of soils included in each class are shown in Table 11. XIIct:_ £:Vjai,Oi.i ;:X ■id l< e 9irf«T asiiA ■"■f-. .VtfinilA , .ou; OilB-Ix) rg I axx •'> s aoe ■ ' G pco_»- a 3 080,01 S80,a . VOi, IbJoT . ice£X£7 i&viH e '^I. &iajsi' l^o enX«V £jsrx£r;tXirai'x;M. "3 §SS?D95Ih5. 3il I S s ■ ^ a3i« ©il3p.9 ad J iBTo bz I ni xcrooo ic bpqqan 18 Table 11 Names and Descriptions of Soils in Different Gradings for Agricultural Suitatility Grade 1 Grade 2 Grade 3 Grade 4 Hanford very fine sand. Foster fiae Banu^r loam (slight alkali). Cajon fine sandy loam (slight alkali). Rosan.ond fine sandy loam (slight alkali) Hesperia loamy fine sand. Cajon loamy fine sand. Hesperia loamy sand. Hesperia coarse sandy loam. Foster fine sand (slight alkali) . Foster silt loam. Foster loamy sand (slight alkali). Adelanto sandy loam, deep pliase. Rosamond silty clay loam (slight alkali). Daggett loamy sand Csjon coarse sand, dark colored phase. Mojave loam. Cajon fine sanly loam (m:,derf:te alkali content). Cajon fine sand (slight .ilkaii). Daggett gravelly sandy loam, Hesperia sand. Adelanto loamy sand. Hojave sandy loam (slight alkali). Yermo sandy clay loam, dijne pr^ase. Yermo sandy clay loam (slight aJisali). Adelanto sand. Adelanto sandy loam (slight alkali) . Sunrise sr.ndy Ic " Rosamond silty clay loam (moderate alkali). Mojave sand„ Yermo sandy clay loam, dune phase (alkali spotted) Rosamond fine sandy loam (moderate alkali content) Mojave sar.dy loam (moderate a]'^a.li content) . Yermo sandy clay loan, (moderate alka] i " tent). Cajon coarse sand, loany phase, Adelanto sandy loam, heavy phase. Daggett gravelly sandy loam, stony phase. Sunrise sand. Hanford coarse sand. Cajon coarse sand. Cajon fine sand, dune phase (slight alkali). Cajon fine sandy loam (high alkali content) . ; f pra^x isv ino^afi^ •1 ? B^-0 ;0 a ^^ i .0,. ..i- . *\ .e«i JQ ■^/vA^ ao- Grade 5 C-rade 6 19 Table 11, contirjied Troy stony sandy loajn. Rosamond fine sandy loam (high alkali content) Adelanto loamy sand, rolling phase. Adelanto sandy loam, rolling phase. Adelanto sand, rolling phase. Rosamond silty clay loam (high alkali content) Mojave sand, caliche phase. S^anrise sajidy loam, rolling phase. Sunrise sandy loaji, eroded phase. Yermo sandy clay loam (high allcali content) . Mojave sandy loa^n (high alkali content) . Mojave loaJD, playa phase. Barstow and Daggett gravelly sandy loam. Hiverwash. Playa deposits. Dune sand. Ro^jgh stony land. Roijgh broken land. I'l J .jiteri t vf;nna \TJ- .ei L 20 CtLVPTSR IV GSOLOGY OF MOJAVB EI'.^R VALLEY A s-uiamary of the gsological conditions pertinent to the hydrology of the Mojave Eivor ground water basin is presented in the subsequent para- graphs. It has been compiled largely from the literature* of the district, although a portion of the inforinp-tion is based upon records obtained frou a large number of wells located throughout the district and from observa- tions ma,de during a few days spent in the field. The Mojave Basin fonas that part of the Mojave Desert region which receives its ground water recharge wholly or in part from the Mojave River and its tributary streams. Its physiography is the typical arid type common to the desert region of the southwest, that is, broad alluvial plains, sloping away from irreg^alar barren hills and mountains which rise from the plains precipitously as stubborn remnants of erosion. The basin has been formed by the filling of the valleys traversed by the Mojave River with disintegrated rock debris washed down from the San Bernardino and other mountains that border the basin. A clue to the formation of the debris-filled valleys is given by the helter-skelter ar- rangement of the mountains which form their borders. With the exception of the San Bernardino Range, there is no linear alignment of the ridges so characteristic of the Great Basin. For this reason it is believed that in the main the alluvial valleys, which comprise the basin, owe their forma- tion to normal erosional processes rather than to faulting. However, the * Previous reports of the geology of this area include U. S. Geological Survey Bulletin 541, pp. 141-154, 1914, "Reconnaissance of the Barstow- Kramer Region," by R. W. Pack; U. S. Geological Survey Bulletin 613, pp. 143-169, 1916, "Guidebook of the Western United States, Part C, The Santa Fe Route", by N. H. Darton; U. S. Geological Survey Water Supply Paper 578, 1929, "The Mojave Desert Region", by D. G. Thompson; California Iftiiv. Dept. Geology Bulletin, Vol. 7, No. 24, pp. 443-464, 1914, "Pleistocene Beds at Manix, in the Eastern Mojave Desert Region", by J. P. Buwalda. All of these publications have been freely drawn upon. 91? OAb snj io 21 great depths of fill tha.t occur in certain parts of the basin cf'n be sat- isfactorily explained only by the assinnption of faulting or folding. The geologic history of the I'ojavo Eivor Easin is largely con- jectural. There is some evidence, however, that it has been fonried by the successive filling with debris a.~.d spillirig over of the Mojave River into a number of smaller basins which nov/ make up the entire Mojave Rivor BPsin. Thick, blue clay deposits which occur in the artesian area in the vicini r.y of Victorville and again over a very broad area above Afton indicate that the Mojave River has been impoujided in these areas. It appears probable from the comparatively snail amount of typicr.l Mojave River deposits east of Daggett, that the present course of the river is of recent origin. Pf s- sibly the river has been extended since Mid-flsistocene time, duo to in- creased precipitation in the headwater area, which accompanied uplift of the San Bernardino Mountains. That the Mojave River v/as larger in compara- tively recent times than at present is made evident b3'- the size of former Lake Manix which it supported in the res:ion between Afton and Toouey in the lower Mojave River Valley. From the distribution of the lake beds which outcrop principally in the stream cut of the river between Harvard and Afton, Buwalda* estimated that the laice covered from 200 to 300 sqiiare miles, althoiogh well data collected by D. (J. Thompson** suggest the lake to be somewhat smaller. The reduction in flow of the Mojave River v/hich pos- sibly followed the glacial period, indicates that the region has become more arid. A part of this reduction probably was effected by the loss of a por- tion of the headwaters drainage area of the Mojave River to Cajon Creek through stream piracy. * California Univ. Dept. Geology Bulletin, Vol. 7, No. 24, pp. 443-464, 1914, "Pleistocene Beds at Manix, in the Eastern Mojave Desert Region", by J. P. Buwalda. **U. S. G-eolo«:ical Survey Water Supply Paper 578, 1929, "The Mojave Desert Region", by D. G-. Thompson. iJ lo ©•iRupa OOS .IT .1j o: "vlCi. tw ,"a©i.aH&fr. 22 The rocks which fomi the walls and floor of the alluvial basin are of varied tj-pes. For convenience they roay be divided into the two following groups: (l) a basenent couplex of pre-Tertiary a?e conposed of no re or less altered sedimentary and igneous rocks; (2) Tertiary lavas, fuffs and breccias associated with sands, gravels and clays of continental origin. The pre-Tertiary rocks are corposed of limestone, schist, qiiartz- ite, gneiss, volcanic rocks and various crj'stalline granitic rocks which are in part older and in part intrusive into the sedimentary rocks. Nearly all of the sedimentary rocks of this group are considered to be of Paleozoic age, of which the larger part belongs to the Carboniferous Period. Due to their great density, the rocks that comprise the basement complex are nearly impervious to the movement of water. For this reason they may be ignored as an important source of ground water supply for the area although small seepages sufficient for domestic supply may locally be obtained from their surficial joints. Resting with maackod unconformity upon a planated surface of the basement complex are volcanics and associated detrital beds of Tertiary age. The rocks of this group, which have an indeterminate thickness of several thousand feet, are distributed over the entire Mojave Desert region. Their outcrops in the Mojave Eiver Basin are most conspicuous in the Barstow-Newberry area, where they form the many hills and ridges that rise abruptly to heights of several hundred feet above the plain. This group is composed largely of volcanic rocks of rhyolite, basalt, latite, andesite, tuff and breccia, which are interbedded with minor amounts of sandstone, conglomerate, shale and limestone. Tertiary rocks attributed to the Upper Miocene and Pliocene (?) periods outcrop along the San Bernardino mountain- front south of Hesperia, and probably occur beneath the Quaternary fill JO •Ji> • us pi 3- "V ■! il'l^i'JKiii 23 over nnich of the Upper Mojavc River Valley. Here, they are compoeed largely of sands of continental origin, more or less cemented with residvial clay, together with some shale. Locally the Tertiary rocks have considerable water-yielding capacity, hut in the main, thoy caiinot be considered as an important source of ground water supply. This is due to their predominantly low porosity or fine grain, the limited recharge which they receive in their outcropping areas, and the large depths at which they occur in the valley areas. The Tertiary' sands *that form the mountain-front south of Hesperia and apparently much of the floor upon which the more recent fill v/as deposited, have a limited capacity to yield water. Their wr.ter-yielding ability has been greatly restricted by weathering which has caused them to be more or less cemented with residual clay formed in their pores. The Tertiary volcanics, although predominantly dense, may locally yield considerable water throvigh their joints and other interstices. This is evidenced by a large spring** which apparently issues from volcanic tuff at the foot of Newberry Mountain. The Cjuatemary fill is coraposed of detrital material of wide as- sortment, ranging from coarse boulder beds deposited along the steep moun- tain fronts to thick beds of sand and clay laid dov/n upon flat or nearly flat surfaces. The depositional slope has been the dominant factor in the determination of the coarseness of material in any locality. In general, the upper two to three hundred feet of sediments, at least, have been de- posited upon surface slopes not unlike those existing today. Alteration of the sediments through weathering has in many localities greatly restricted their watei^yi elding capacities. This condition is brought about where the fill has lain above the water table in the zone of oxidation for long * Noble, L. P., Excursion to the San Andreas Fault and Cajon Pass, Int. Geol. Congress Ouidebook 15, Plate 3, 1932, **Darton, N.H., op. cit., p. 160. oil Ol. .■!t»0 ■•frfrf.rt,' MtTB +«^ri mVOOB 24 periods, prior to their deep burial. This is particularly coramon in areas of deep Water table. As a result of these conditions the basin iray be roughly divided into the following areas of similar wator^yielding charac- teristics: (l) the channel of the Mojavo River composed of \inaltered sands and gravels, capable of yioldint: wpter in great quantity; (2) the areas of steep surface slope, largely covered by cones of snail tributary streams composed of coarse rock debris, possessing low wate3>-yi elding ability, due both to their unassorted texture and to their alteration; (3) the broad alluvial flood plain areas of tho Mojave River, containing unaltered, well- assorted sands and ijiravels of high wator-yielding ability. Neglecting the notontain headwater area the Hojave Basin is, by the nature of its confining boundaries, divisible in a broad manner into the following four parts, each of which can be subdivided further by pe- culiarities within itself: (l) the Upper Mojave Valley, a broad alluvial plain, extending from the San Bernardino Mouiitains northward to Victorville; (2)' the Middle Mojave Valley, a narrow irregularly shaped alluvial plain, extending from Victorville to a point near Daggett; (3) the Lower Mojave Valley, a broad triangular shaped alluvial plain, having its vertex at a point near Daggett and its base at Cady Mountain; and (4) the region to the north and east of Cady Mountain, comnonly known as the sink of the Mojave River, occupied by Cronise, Crucero and Soda Lake valleys, which was not studied in this investigation. Upper Mojave Valley The Upper Mojave Valley is a part of a broad piedmont plain that slopes away from the northern front of the San Gabriel and San Bernardino mo\intains, along which it abuts for a distance of about 100 miles. Its eastern and western limits are formed respectively by the apices of the 25 cones built by Arrastre Creek (six miles east of the Forks of the Mojave River) and Sheep Creek, (21 miles west of the Forks of the Mojave River). Its southern border is formed by a series of protruding bedrock hills that produce a narrowing of the valley in the vicinity of Victorville and Adelanto. The alluvial fill of the Upper Mojave Valley is apparently truncated on its south by a buried fault, designated here as the Ord Moun- tain Fault, along the northern toe of Ord Mountain and the front of the hills of Tertiary sandstone which occur north of Horsethief Canyon. Lying between the latter hills of Tertiary sandstone and Ord Mountain are dis- sected hills of alluvium, boijinded on the south by the proposed Forks Reser- voir Site and on the north by the above mentioned fault. These sediments have been formed by the outwash of the West Fork of the Mojave River and probably do not have great thickness south of the indicated Ord Mountain Fault. North of the fatilt and over the greater part of the Upper Mojave Valley the depth of the water-bearing series has not been clearly deter- mined. The wildcat oil well of the Victor Valley Oil Company, Victor Wo. 1, located in the SEf of Section 20, T 5 N, R 5 W, S.B.B.&M., logged water- bearing sands and gravels from the surface to 73Q feet; pink shale, brown sandy shale and hard sand from 730 feet to 1350 feet, excluding five feet of water gravel encountered at 1060 feet; and brown shale, lime and schist from 1355 to 1600 feet, total depth. A water well located in the SEt of Section 16, T 5 N, R 4 V<, S.B.B.&M. reported water-bearing alluvial fill from the surface to 835 feet and hard granite from 835 to 861 feet, total depth. The wildcat well of the Eesperia Oil and (Jas Company, No. 1, located in Section 29, X 4 N, R 4 W, S.B.B.&M., logged sand, gravel and gravelly clay from the surface to 885 feet; lime, talc, clay, hard sand and gravel from 885 feet to 1105 feet; hard sand, sandy shale, brovm shale and lime from 1105 to 2941 feet; and limestone formation with streaks of fossil J* & ■■• S.I." '\a A e: SA^ 26 shells from 2941 to 3033 foet, total depth. A water well located in Section 35, T 4 N, R 5 W, S.B.B.&M., and ahout two cilos north of the Spn Bernardino Mointain-f ront, encountered the water table at a depth of ap- proximately 750 feet, indicating that the bedrock near the mountain-front is quite deep. It is possible that the material logged largely as hs-rd sand and shale in the Victor Valley Oil Company llo. 1 well from 730 to 1350 feet and in the Hesperia Oil and G-as Company No. 1 well from 885 to 2941 feet, may be correlated with the Tertiary sandstone which forms the hills south of Hesperia, and that the rocks penetrated at greater depths are a part of the basement complex. This inference, together with the depth to bedrock in th^ water well sittia.ted in Section 16, T 5 I?, R 4 W, S.B.B.&Ii., and the relatively deep bedrock indicated along the San Bernar- dino mountain-front would suggest that the Quaternary water-bearing series has been deposited upon a relatively flat surface of the nonwater-bearing series and that it is approximately 800 feet thick in the central part of the valley and somewhat thicker adjacent to the mountain-front along the upper part of the alluvial cones. At least, the pervious fill is approxi- mately limited to these depths. The Mojave River has entrenched itself in a deep channel, extend- ing over the entire length of the upper valley. In the locality known as the Upper Narrows, near Victorville, it "has cut a narrow V-shaped channel into the resistant granitic rocks which form a spur to the hills along the eastern boundaiy of the river. Above the Upper Narrows it has widened its trench in the non-resistant fill material to an average width of about one mile. Recent fill has been deposited in its newly cut channel to a depth of about 50 feet. This latter figure is based upon test holes bored by the U. S. Geological Survey* in thg Upper Narrows. * U. S. Geological Survey, Viiater Supply Paper 140, 1905, "The Rate of Movement of Underground Waters", p. 56. 2T! The material comprising the older Quaternary fill has "been con- siderably altered through weathering and as a result, its specific yield lias been greatly reduced. Based on a study of a few well logs and a com- parison of the older fill to similar material in the South Coastal Basin, a specific yield of from five to ten per cent is estimated for this altered material. On a like basis a specific yield of from 15 to 20 per cent is estimated for the recent fill deposited in the channel of the Mojave River. Middle Mo.jave Valley The Middle Mojave Valley is a long irregularly shfii,p§d area, ex- tending from Victorville to a point near Daggett and is bordered by numei^ ous hills whose steep alluvial aprons blond into a former flood plain of the Mojave River that stands considerably above the present stream channel. In this region the Mojave River is bordered by a recent flood plain, vary- ing in width from a mile to a small fraction of a raile, which lies in the bottom of a trench cut into older deposits of the river. Nearly everywhere the bordering topographic features suggest that the bedrock lies at no great depth, altho-ugh there are no available logs which give specific in- formation. The regions of shallowest bedrock often manifest themselves by rising water in the channel. Fear Hodge the narrow valley of the Mojave River emerges down- stream into a rather broad plain, possessing two outlets through which both surface and underground drainage occur. One is occupied by a gap ap- proximately two and one— half miles wide located to the north and east of Hinkley, and the other is located in the eastern part of the valley and through which the Mojave River continues on its course to Barstow. There is possibly a third underground outlet to the sub-basin located to the west of Hinkley, but the available water levels show no divergence of the water table in this direction. The water table in Hinkley Valley slopes in a o ei 28 north and easterly direction, a portion of the ground water moving throiigh each of the gaps mentioned. Its movement through the gap to the north and east of Hinkley is greatly restricted by a number of small protroiding bed- rock hills that crop out in the central portion of the narrows. The under- flow through this gap joins the water table of Harper Valley which is a doep structural (?) basin filled with water-bearing debris to a depth of at least 2CX)0 feet. This latter depth is evidenced by the C. C Hamilton wildcat oil well situated in the Northwest coi-ner Section 11, T 10 N, R 5 W, S.B.B.cM., which reported sand, sandy clay, gravel and conglomerate carrying water to 2000 feet; and lime, shale, hard sandstone, boulders and brown shale to 2187 feet total depth. Several bedrock prominences occur in the flood plain of the Mojave River in the Hinkley sub-basin, inaico.ting the general shallow char- acter of the fill material. Bast of the Hinkley sub-basin the Middle Mojave Valley continues again in a narrow confined valley to a point near Daggett where it has its debouchment upon the broad plain of the Lower Mojave Valley. A blanlcet specific yield of 15 per cent has been assigned to the Mojave River deposits of this area. The value is based upon the general surficial appearance of the deposits and the consistently large capacity of the wells that produce from them in the flood plain areas. This value is therefore subject to considerable revision with more detailed data. Lower Mojave Valley The Lower Mojave Valley is a broad triangular shaped flood plain formed by the Mojave River. By the nature of the movement of its ground water, it may bo divided into two sub— basins, one occupying the region to the west of the inferred Forks-of-the Road Fault which traverses the valley in a northwesterly direction from Newberry (see Plate 5-C and Key ', rtv 29 Map), and the other occupying the territory to the east of the fault. Along this conimon boundary line the underground movement of the water has been greatly restricted; an abrupt drop in the water table of from 25 to 40 feet occurs in a downstream direction at the fault. Considerable sedi- mentary clay, which has produced an artesian pressure area, has been de- posited for a distance of about one and one— half mileB above the barrier, indicating that the Mojave Eiver has probably boen impotu-ided from time to time as displacement occurred along the fault. All vestiges of the fault in the flood plain area, such as escarpments, have been either erased by erosion or buried by lat^r debris. A direct effect of the fault is the high Water table which has enco\iraged the growth of much water loving vege- tation, which has in t^im given foothold to numerous sand dunes that cover a large part of the area above the barrier. The river has entrenched itself into a rather narrow channel which becomes progressively deeper downstream from the upper part of the Lower Mojave Valley. Near Daggett its walls are 15 to 25 feet high, while a short distance below Harvard they rise about 75 feet above the channel. This trenching has resulted from a loT;ering of the local base level in the eastern end of the valley where the river has cut a rather narrow gorge into resistant bedrock. The water table of the Lower Mojave Valley slopes in an easterly direction aaid more or less follows the general inclination of the plains. Ground water "spills" over the high bedrock present in the lower part of the Middle Mojave Valley into the deeper fill of the Lower Mojave Valley at a point about two miles west of Daggett where the water table stands at a depth of approximately 40 feet below the river bed. Beyond this point the water table gradually approaches the surface of the more steeply sloping stream channel toward the Forks-of-tho-Road Fault, where it abruptly drops •i0f 11 . iiiV'I ,a.ou'ii)t3d anJaifiea oj/jj .£>■& to depths of from 25 to 40 feet. From here it aa;ain g radios.! ly approaches the stroan level in a downstream direction as the hodrock becoiiias shallower. The thickness of the water-bearing materials has not been deter^ Eiined over the greater part of the Lov/er Mojave Valley. According to Thotipson*, a nmaber of wells located in the upper part of the valley ha,ve penetrated nearly 500 feet of water-bearing ...aterials without reaching bedrock. A snail reniiant of lava rises above the plain about two miles northwest of ilewberry. This bedrock protrusion, which is possibly related to the Forks-of-the-Road Fault, su;2:^ests an irregular bedrock floor. Bed- rock also rises to the surface at the lov/er end of the valley in the stream cut of the Mojave River. An analysis of well lo;?s included in the U. S. Geological Survey Water Supply Paper 578 gives for the top 175 feet of naterial in the upper sub-basin: gravel 40 per cent, sand 24 per cent, and clay 35 per cent. Ass-uning a specific yield of 18 per cent for the averari:e gravel of this locality (r.iaxir.;uv. ten per cent grade size** of 32 i.ui.), 22 per cent for sand, which allows for a relatively large per cent of fine r.Taterial, and 1 per cent for the clayey riaterial, an average specific yield of 13 per cent is indicated. A similar classification of the logs of the lower sub— basin gives: gravel 5 per cent, sand 46 p.jr cent, and clay 49 per cent. Using the same specific yield values as assumed for the individual groups of material for the upper s'lb— basin, a specific yield of 11 per cent is indi- cated for the lower area. These analysoe 'bring out a striking increase in both the sand and clay content in the lower s\ib-basin at the expense of the gravel, * Thompson, D. G. , op. cit., p. 449. ♦*California State Division of 1/Vater Resources, Bulletin 45, "Geology and Ground Water Storage Capacity of Valley Fill", by Rollin Eckis, Plate XI. seax? -'J m.J 31 which decreases fron 40 per cent in the upper area to 5 per cent in the lower area. A large part of the clay beds in the lower sub-basin, no doubt, occur in thick confining blankets, and therefore would be only partially drained by a lowerin^^ of the water tabic. 88«9V -•vi.Jji CHAPT3E V MOUl-TIAIN Ha^DWAlJ 'HS The headwaters of Mojave River cover 217 sqiiare miles and drain practically all of the north slope of San Bernardino Mountains, which rise to general heights of 8000 feet at the sinimit and slope downward to an elevation of about 3000 feet at their toe. The drainage area is forested in its higher elevations and much of the precipitation occiors as snow. The headwaters comprise two major tranches, West Fork, 75 square miles, and East Fork (Deep Creek), 137 square miles above stream gaging stations which unite head on just above the plain at the Forks and form the Mojave River. Due to the activities of the Arrowhead Corporation, data on rain- fall and runoff are unusually numerous in the headwaters of Mojave River and it is possible to estimate the discharge of the tributaries at numer- ous points with considerable acctiracy. In addition, the Corporation lo- cated and surveyed several reservoir sites of apparent feasibility and con- structed one now known as Lake Arrowhead. Through the courtesy of Mr. J. B. Van Huys, these records were i:"iade available to the Division of Water Re- sources £ind have been used as the basis for all estimates of discha.rge at various points incorporated herein. Arrowhead Project "The predecessor of the present Arrowhead Reservoir and Power Company was the Arrowhead E.eservoir Company, organized in 1891, the prin- cipal stockholders being Cincinnati capitalists. The original plan was a colossal ■undertakir^. It was proposed to construct a main reservoir in Little Bear Valley which would impound the natural drainage of Little Bear Creek, a tributary of Deep Creek. An inlet tunnel, now ^oartly constructed, ivu iin \J.X*iU i. v*s-4. .? JbfUB ;tl£Biicr3 tas.^ t T' rro .f" ■^ ©v : -ijsv-ii lacS"- 3-1- .0-1 f)94 33 was to "be made from the reservoir eastward to Deep Creek and extended from this stream to Crab and Holcomb creeks to collect all drainage above the tunnel and carry it into the reservoir. Diversion dams and regulating reservoirs were to be located at Deep, Crab and Holcomb creeks and the flow of the smaller streams was to enter the tunnel through shafts. All of these works would be in the Deep Creek watershed. Another reservoir was to be constructed in (5-rass Valley, westward of the main r eservoir and on a tributary of the West Fork of the Mojave River, and this supplemental basin was to be connected with the main basin by a funnel. Two other res- ervoirs Were to be located in moiintain flats, the sites for which were later abandoned. Water was to be taken from the main reservoir by an out- let tunnel through the San Bernardino Range and delivered for the irriga- tion of lands south of the mountains. The company had no lands for sale and made no contracts for the delivery of water. "A masonry dam, to form the main reservoir, was begun on Little Bear Creek, but by the time the foundation was constructed it was found that suitable rock in soifficient quantity to construct a masonry dam was not to be had near the site. This caused a suspension of construction which was prolonged for a number of years. Data on the amount of water for storage had been meagre and the supply had been overestimated. In 1892 a series of precipitation and runoff measurements was begun throughout the watershed which was continued for 13 years before construction was resumed. "Until 1895 the development of power had not been considered in connection with the project. About that time, when it became known that long transmission of electrical power was practicable, it was planned to utilize the energy of the water in its descent on the southern slope of the mountains. ss ■-'- iij::i-j ta^W ni.qoi fiff.t Sd O* SrieW BIXOV^l 8»W T 3X io ncii > on e. ,RW ■?? U^e • p^f : ISCtSHr. 34 "In 1905 the property was transferred, to a new corporation, the Arrowhead Reservoir and Power Company, capitalized at $6,500,000 with nonassessable stock of which $500,000 was 5 per cent preferred and the remainder common stock. Shares representing ahout $600,000 par value v/ere issued and placed in the liands of a trustee, no payments having heen made on these shares. Some of the stockholders have taken notes of the ccoipiny for other obligations, hut the company has no indebtedness outside of the stockholders. "The type of dam for the Arrov;head site was chsnged to a semi- hydraulic fill with concrete core. The plan of outlet works was also modified. The Burcham Ranch, now called Rancho Las Flores, containing 5,240 acres and including the Forks reservoir site on the West Fork of Mojave River near the Forks, also two dam sites farther upstream on the viiest Fork and known as the West Fork sites numbers 2 and 3, were acquired. It was proposed to convey the water in Little Bear Valley reservoir to the Forks reservoir, using the intervening drop for power development. The water wo\ald be combined in the Forks reservoir with that received from the natural drainage of the iiVest Fork. This lower reservoir was then to be drained by a tunnel through the mountain range to the south side, where another power drop would be located and below v;hich the water woxQd, as under the former plan, be delivered for irrigation in San Bernardino Valley. "About 1909 some of the owners of riparian lands on Mojave River, including the Hesperia Land and Water Company, filed suits to prevent the company diverting water from the watershed, but the cases have not been brought to trial. In 1912 application was made to the California Railroad Commission for permission to issue $4,000,000 in bonds when riparian land owners again opposed the plans of the company by protesting against the '.i B ^P « ^■J'Zsi.iQ. ^'<: 'i<»¥x71 WVi}(,OiXl JAl ,'ii ii:H'iO& ■TA'-.'-ir-i ':n70 lliiSSS S'Ib.TVC I 35 granting of the application. The application was denied, without preju- dice, for the stated reason that the company's title to wat-3r was uncei^ tain until the cases were decided by the courts. The record of the heai^ ings conducted hy the commission on the application shows the following: Valuation put on property at time of reorganization $1,191,000 Spent "by new company since reorganization 923,204 Principal owed hy new compaiiy 793, 796 Interest owed hy new company 1 26,589 Total $3,034,589 "About this time the company, or a trustee of some of the stock- holders, began to purchase riparian lands on Mojave River mainly for the purpose of quieting opposition from adverse water right claimants, and 1000 acres just below the Forks and 3200 acres, together with most of the older and more useful ditches between Victorville and Earstow, were ac- quired. This property included the Westwater lands below Victorville. "It had been the intention to pxirchase more riparian lands, but owing to the decision of the State Supreme Court about this time to the effect that flood waters of a stream could not legally be diverted from the natural drainage basin,* a radical cha,nge in plan was adopted which made this no longer necessary. It was now decided to use the water for the development of power and irrigation on the north side instead of the south side of the mountains. In 1914 an offer, which was not accepted, was made to the city of San Diego to sell the water from the system, the diversion from the watershed for domestic use not being illegal. "In addition to agricultural lands below the Forks, the company holds about 12,000 acres in the mountains, mainly in the Ldttle Bear Valley, Grass Valley and Forks reservoir basins. The company claims riparian rights appertaining to the extensive lands above and below the Forks, *Miller & Lux vs. l>ladera Canal and Irrigation Company, 155 Cal. 60. ^iTjD f ^' - ^ - 11IK1 ot ftr :-rni)Iori wjaoW iJiJ £aXi.'l.:j.:i- V- ■ ^^T^^^f I" -Til -taw ^.^t C2 Bsn rf. io sjbia il^xroa ..Tts-'sYS 3r{-f ntci^ lotew -^igia rrrS 'i'c 'i? to srf? e+ ^b.^Ti saw Oil 321; OX'SS; I adi ci tIjtxet. . 39^of< 000, S£ trr'^rfs sMo^' .Oa..XsO 5gI ,\. r.av 36 also appropriation rights on all streams above the Little Bear Valley res- ervoir inlet dating from 1890 and on the West Fork and Deep Creek dating from 1905."* In 1923 the property was acquired hy the Arrowhead Corporation, in whose name it still stands. Efforts to continue the plan have heen aba.ndonod by the Corporation. The reservoir forms a beautiful mountain lake. A resort of considerable fame has been established with the lake as a nucleus. Much of the land bordering or near the lake has been subdi- vided and sold. The following construction has been completed: Thirteen thousand feet of a concrete-lined tunnel 6' X 7' in section from Deep Creek to Arrowhead Lake. There remains 5370 feet unbored. A 4' X 6' concrete-lined tunnel 5102 feet long from the gate tower at Lake Arrowhead to Willow Creek. A similar tunnel as part of the outlet system, 2500 feet long. Bore completed but not lined. A 5» X 7' concrete-lined tunnel 2800 feet long from G-rass Valley to Arrowhead Lake. Arrowhead Dam, a semi-hydraulic fill with concrete core, to a height of 200 feet above streambed. As projected it was to be 27 feet higher. Present capacity of reservoir is 54,000 acre feet. The projected capacity is 61,000 acre feet. Out- let works are complete. No work has been done on the remaining features of the project. Precipitation Monthly and anmial precipitation records are given in Appendix 1, Table 39, ajid locations of stations are siiown on Plate 2. From the records the 50 year average rainfall beginning 1883-84 at the * Sxcerpt from State Department of Engineering Bulletin No. 5, "Report on the Utilization of Mojave River for Irrigation in Victor Valley, California, 1918". ,^o -•CiR aj3 jU --IxJ or A? f-nr i;-4 «f;* 3E t-r-O 37 several stations where the record is more than 10 years in length, is estimated to be as follows: Tahle 12 Principal Precipitation Stations Maintained by Arrowhead Corporation and others in and near Moxmtain Headwaters of Hojave River Elevation Length Estimated above of record 50 year mean Station sea level 4650 years 10 i nche s Ash Meadows 23.75 Big Bear T,ake Dan* 6800 50 38.27 Deep Creelc 52iOO 17 34.58 Forks of Mojave 3000 16 13.17 Gate House in Little Boar Valley 5100 33 36.40 Grass Valley at Saw I :ill 5190 12 41.37 Kesperia** 31 QO 10 8.18 Holcomb Creek 5250 16 24.46 Morse's 5350 21 58.07 Squirrel Inn 52S0 29 46.31 Victorville 2716 15 5.21 * In headwaters Santa Ana River. **In Mojave River Valley. Stream Discharge The discharge records at the various gaging stations maintained by the Arrov/nead Corporation have been used to estimate the average runoff for the 29 year period beginning 1905—06. Vifhere the record is more than 10 years in length these estimates are shown in Table 13 and the locations of gaging stations are shown on plate 2'^ vv, Si ,r..f3'i.'A :'. 1 til :aw. -i.a :? V ; J>e.tBtaJ C C i5 eva^oM '4o 8 -._;;/-■ C :i:L ariT TlA Slid \: 8 J a salsas 1: sT*re or cALiroHNiA DEPARTMENT OF PUBLIC WOflKS DIvrSlON OF WATER RESOURCES MOHAVE RIVER INVESTIGATION STREAM FLOW AND PRECIPITATION GAGING STATIONS MAINTAINED BY LAKE ARROWHEAD COMPANY ORO GRAND 1931 LEGEND O RAIN GAGING STATIONS ® STREAM GAGING STATIONS WATERSHED BOUNCARY VICTORVILLE °\ .y" A ^ 1^ ro o'^ 'ipO'-^i v^- ') ^-^ J> v > t-. ^rs ^^ \ RAIN GAGING STATIONS 15 ASH MEADOWS 4 BURTON RANCH as CANYON REDONOO 7n COXS CANYON 25 CRAB R^RK SSCRATTS PEAK 20 DALY SUMMIT 24 DEEP CREEK 32 DEEP CREEK EAST FORK 31 DEEP CREEK SOUTH FORK 17 FLEMMINGS MILL I FORKS Of MOHAVE 16 GATE HOUSE 13 GRASS VALLEY 29 GREEN VALLEY 23 HEAPS PEAK 37 HELENDALE 35 HESPERIA 26 HOLCOMB CREEK 34H0LC0MB CREEK UPPER 30 HUNSAKER FLAT 7 HIiSTON FLAT 22 KUFFLES 2 LOS FLORES IBURCHAM RANCH) 2 I MEASORS 19 MORSES to RIDGE NORTH 14 SECTION NINE 5 SHATTUCKS MILL I I SQUIRREL INN 12 STRAWBERRY FLAT 3 SUMMIT NO 2 16 TALMAOGE 8 TUNNEL NO 2 9 TUNNEL C 6 UPPER TOLL GATE 36 VICTORVILLE STREAM GAGING STATIONS 20 BUCKS CREEK 16 CEDAR CREEK 34 COX CREEK 21 CRAB CR, ABOVE JCT BUCK CR 19 CRAB CR. BELOW JCT BUCK CR. 16 DEEP CREEK 25 DRY CREEK I EAST FORK MOHAVE RIVER M FERN CREEK 5 GRASS VALLEY CREEK 10 GUERNSEY CREEK 26 HOLCOMB CREEK 13 HOOKS CREEK 3 HUSTON FLAT CR. 12 LITTLE BEAR CREEK 1 I UTTLE SEAR RES N END TUNKEL I 22 MIDWAY CREEK 9 MILL CREEK 27 MOHAVE R AT LOWER NARROWS 26 MOHAVE R AT ROCKY POINT 23 PINE CREEK 8 ROCK CAMP CREEK 7 ROCKY GULCH 4 SADDLE CREEK 15 SHAKE CREEK 17 SHEEP CREEK 6 TUNNEL C 2 WEST FORK MOHAVE RIVER °M/ \ l> J 4" ■'as^ •^Irftsacq [j"A .o«» ;- Cr-?1 , 1 1 I. i3^ ilij KJ : .. 'J- ^mollot B bas qaU ^sX 3 9i« aaoi^ . r '-i. K>:-i.- J . 3M *'*,-(i6VT[X'2 ler; Y3r on?!! ^i-oft .t^n-Tn trf cr'- ajiuc-; ^'^■j^iic jjtjyiiLisi bi i-:j5c 3/:-' 10 tr;ii jiijSii' .uj 10 a£_i£U ti r o frf ori 00{\''^V >r.ai- nworia -ai 3010A OD8 ,6 OBI Of" I ..•5 TifcqiTj isc^bW tnii-j ■^r.-?:5! 3*:3^ Scci.'i i:;j:i i. afiiaiZ fcsJinU .\:..-~.^c 41 of the mountains. The stream has cut its way through a spur from the mo-ontains and this forms the dara site. A conduit from East Fork would di- vert a part of its waters to the reservoir site. Exploration at the site was done hy the Arrovk'head Company, which sunk a test hole and shaft and report bedrock at this point to be 18 feet below the surface.* The site is narroviT and for it a constant angle arch concrete dara has been designed.** Table 15 Forks Reservoir Site Area and Capacity Table Elevation above streambed Area Feet Acres 1 20 25 40 155 60 289 80 466 100 751 120 1149 140 1707 160 2387 Capaci ty Acre .Fegt 113 1,894 6,372 13,882 25,710 44,378 72,492 113,459 Average estimated discharges of East and West Forks are shown for various periods in Tables 16 and 17, Table 16 Estimated Discharge of East Fork of Mojave River Period 1905-06 to 1933-34 1895-96 to 1904-05 1922-23 to 1933-34 IJumbe r of years 29 10 12 Averaij . •. i-.i.-' ^ c- -i:j i .^j . iias/oifl3 noi. .^ es fc: [1.5293 ii. .a^&sfiisas -8i: ^acfa '^cf aaoi 'to Siflav Qi: -.1, ia: . ,n 1- 1 . i'j f . ■ ■' ' J ;!■. i ■ft . J X J. xjJ3 T^vrH cYfitoM 5»"'.'^ v.cf b9'^j9'rtJ/8 ?b'' s-L'fT tT'oC :v!' ; 1'-' ;1 awoKs -J utjK. ix." - i ^ '. .1 3JX2 esoiD ).j ;:iB"ia f)Ooa at 8i eJxa aal> o t! r, 4 • ; .-^CT ail of :^ -■»■=• : .a .1 A .1. \d ,ssex ^ bedatl 43 a width of about 600 feet at strearobed and 990 feet at 130 feet above strearabed. Table 18 West Fork Reservoir Site llo. 2 Area and Capaci ty Table Elevation of water surface above streambed Area Capacity- Feet Acres Acre Feet 5 20 100 25 70 800 45 150 3,300 65 245 8,300 85 340 15,000 105 420 22,800 125 495 30,800 130 520 34,000 Average estimated discharge at the site for different periods is shown in Table 19. Table 19 Estimated Discharge at West Fork Reservoir Site No. 2 Number of Average annual Period years Acre Feet 1905-06 to 1933-34 29 24,300 1895-96 to 1904-05 10 12,400 1922-23 to 1933-34 12 12,700 We_st_Fork Reservoir Sit.e_Ko._3_^ This was also surveyed by the Commission. Ho exploration work was done at tno dam site but it is in good granite. The cross section of the si to shows a width of about 750 feet at the bot- tom and 1075 feet at 130 feet above bottom. ■^v • >■:■ JA er S .oH iC r .ij: Mav&IS rp ax nwori* ei i. .73 oal-e aew t. rifc:-'^ ID 3VTC .moJJocf ff.- ^s« ±row 44 Area Capaci ty Acres Acre Feet 5 40 40 700 90 2,800 150 6,100 220 12,000 290 19,800 375 30,000 430 35,000 Table 20 West Fork Reservoir Site No. 3 Area and Capacity Table Elevation of v/ater surface above streambod Feet 5 25 45 65 85 105 125 135 Average estimated discharge for various periods is shown in Table 21. Table 21 Estimated Discharge at West Fork Reservoir Site No. 3 Number of Average annual Period Years Acre Feet 1905-06 to 1933-34 29 23,200 1895-96 to 1904r-05 10 11,800 1922-23 to 1933-34 12 12,200 Deep Creek Re^erv_oir Si_te_ Dam proposed by Arrowhead Corporation was to be 150 feet high above streambed, giving 2000 acre feet of storage. It was proposed as part of the diversion system from creeks east of Arrowhead Lake to the Lake. &ras_s Vaney_Res^rvoii-_Site Dam proposed by Arrowhead Corporation was to be 90 feet high above streanbed, giving 7600 acre feet of storage. It was proposed as a regulator of Grass Valley Creek west of Lake Arrowhead to which it Would be diverted. S .oW ajio -♦,'&«€ <.. ■.-,1 UMT •i.T hOS' oi fwfe 46 Hoi comb ^roek Rejervoir Site_ Dim proposed "by Arrov/head Corporation was to bo 70 feet high abovo streambod, giving 1000 acre feet of storage. It was proposed to divert Holcomb Creek to Lake Arrowhead, Evaporation fiecords obtained by Arrowhead Corporation at Lake Arrowhead give annual evaporation shown in Tablji 22. The record is from a three foot pan floated in a concrete basin and surrounded by one foot of water. Measurements were made at 6 A.M. and 6 P.M. in summer and 9 A.M. in winter. Table 22 Evaporation at Lake Arrowhead October to September, inc. Evaporation Year Inches 1895-96 35.01 1896-97 39.99* 1899-1900 43.80 * March estimated to be 1.0 inch. •«v A -i(S i. To« ncrr r'.'ih'f *o■^^ 0? ocf oi ■A .■-S.<^..I ?i ni biijaci't b/ie .?: !0 Tjrf • ■fniw ;-! J'. A ? ^^R - to CHAPTER VI HYDHOLOGY Immediately below the Forks the stream debouches onto the plain which is formed by the broad outwash slopes of the mountains and is quite regular in its topography. In this it has entrenched itself and flows for about 14 miles in a broad sandy wash through bottom lands from one to two miles wide, cut about 100 feet below the plain. In the direction of flow the general slope approximates 20 feet to the mile. Below the Forks the course of the stream is north about 30 miles, then northeastward 20 milee. then eastward 55 miles to Soda. Lake, and finally northward 15 miles to Silver Lake. Surface contributions are neg- ligible below the Forks but some underflow can be detected, principally from the v/est side, reaching the stream belov/ the ': ovm of Victorville. Below Barstow there is possibly a negligible underflow from the south. Below Baxter, a station on the Union Pacific Eailroad, there is a broad debris cone which is very absorptive. The stream flow at this point, which occurs only during V'^ry infrequent floods, wanders over this debris cone on vaiich it splits into tv/o diverging channels, one channel carrying water northerly into Sast or Upper Cronese Valley where a lake has been formed and at the northerly end of which overflow through a lov aia'j if/o sie) ;j&-i'3iii HI /V" j^aiiii^ \lao &•< .« Q^fu-T uF^.-iT 47 crise the water would reach the Amargosf River near Salt Spring and thence by this channel reach the S-^Jt Pools in the bottom of Death Valley. Althou^Th there are small contributions by -onderflov/ possibly as far east as Harvard, a station on the Union Pacific, the stream beeiins to lose water as soon as it leaves the rjouritains by vporation, percolation into the streambod in the reaches where the water tabic is far enough be- low the surface and transpiration frou vege taction along its courso, and only the larger floods find their way into the laJces mentioned above where the waters are finally evaporated. At no place along the stream is the water table distant below the streainbed, the greatest depths being about 40 feet five miles below the Forks and abo\i.t 25 feet nine miles above Earstow during the period of this investigation. Along most ox the course the water table is so close to the surface that a growth of cottoawoods is ma.intained and in some places tul.es, vdllows, etc. At frequent intervals along the bed a smajl surface stream 3s found where the unde inflow has been forced to the surface. Fourteen miles below the Forhs are the Upper •'^arrows, foiroed by a low granite ridge across the course of the river and through which the river has cut. Except for the underflow of about five— tenths* second foot all the water wVdch has percolated above is here forced to the surface. The surface flow due to rising water continues on past the Lower Harrows, which are three miles below the Upper f'^arrovi^s, and through a broad canyon-like sectiOii for another 14 miles where it disappears into the broadening valley, but eviderces of high water table conti-Uie for many miles. In the 17 miles from Victorville north where rising water is found there is a considerable agricultural development both from gravity *U. S. Geolo.^ical Survey l/iater Supply Paper 142, "P.ate of Movement of Undergrouad Waters", pp. 55-63, by \V. S. Slichter. )m at: '•■f A-,-'- : evv>cA liSiLai eaiit j^^l OS iiUjiia ImM Kkio'i meeLLz ■jS oxdsrtd. R at 3-. diversions and pumping in the bottom lands because of ease in obtaining v/ater. The same condition exists above Upper Narrows where a similar de- velopment exists. A series of springs enters the river from the v/est be- tween the Uppwr and Lower Narrov/s . This water is believed to come from the waters of the small streams to the west as far as Sheep Creek which liave percolated into the plain.* Below Barstow, as shown by Plate 5-C in pocket, the underflow appears on the surface at three different places, aad throughout the en- tire length until Baxter is reached a growth of trees along the river's course is maintained. Stream Gaging Stations In addition to those in the mountain headwaters maintained by the Arrowhead Cbrpxati en, the following permanent stations have been main- tained in the valley: Sast Fork at Mouth Lake Arrowhead Corporation: Dec, 1904 to Sept., 1922, inc. U. S. Geological Survey: Jan., 1930 to Sept., 1934, inc. West ForK at Mouth Lake Arrowhead Corporation: Dec, 1904 to June, 1922, inc. U. S. Geological Survey: Feb., 1930 to Sept., 1934, inc. Mojave River at ' ^^ pper Na.rrows (Victorville) U. 6. fteological Survey: Mar., 1899 to Dec, 1906, inc. Dec, 1930 to Sept., 1934, inc. * It is difficult to define exactly the western boxuidary of Mojave River Basin in its upper part. Contours of Water Tab] e in the report of the Mojave River Commission are lacking near Sheep Craek, south of an east and v/est line through Victorville. North of this line contours contained on map published in Bulletin 5 indicate the hydrographic divide to be about two miles east of Sneep Creek and. about seventeen miles west of Victorville. The northernmost tip of Sha.dow Mountains Is about six miles north of the east and west line throvigh Victorville and about five miles east of Sheep Creek so that undergrouiid water from Sheep Creek which gets to a point directly west of Victorville probably could not move toward Mojave River. It is probable that some water which has percolated from Sheep Creek in its first six miles below the mountain toe moves toward Mojave River underground. The liydrographic divide at Sheep Creek would cause Sheep Creek v/ater to flow northerly fan".vise in part probably going to Antelope Valloy, in part to the siak to the north and in part probably to Mojave River. 'D s-mfi'' 1 0-6 ( laE woiaa 1 arf^ ero m-xn^y-. iHSi. aiMiJoa ill t w«j : r r r *-'*f , a 1 . ... .0 iott 49 Mo.jave Rivwr at Lower Harrows Lake Arrowhead Corporation: Dec, 1904 to Sept,, 1915, inc. Mo.lave Elver at Point of Rocks Lake Arrowhead Corporation; Dec, 1908 to June, 1911, inc. Mojave River at Hodge U. S. Geological Survey: Oct., 1930 to Sept., 1932, inc. Mo.jave River at Earstow U. S. Geological Survey: Oct., 1930 to Sept., 1934, inc. Mo.iave River at Afton U. S. Geological S^orvey: Jan., 1930 to Sept., 1932, inc. In addition to these regularly maintained gaging stations, meas- urements Were made by the U. S. Geological Survey on the sarae day once each Week during 1931-32 when flood waters were not in the stream at Upper Narrows gaging station. Lower Narrows, Bryman, Helendale (just above Point of Rocks), Wild and Hodge gaging station. A few measurements were made at some of these points and at other points prior and subsequent to 1932. Those of 1931—32 are used herein because most complete. Complete daily and monthly records of discharges at stations ajid results of the isolated measurements are fo^md in ihe Water Supply Papers of the U. S. Geological Survey. The monthly records of the Arrowhead Cor- poration are published as a part of this report. The daily records are contained in a mimeographed publication of the Division of Water Resources. These and the monthly records were calculated by the Division of Water Re- sources from original data furnished by the Corporation. The West Fork and 3ast Fork stations do not measure the entire mountain runoff as there are diversions above the West Fork station for ii^ rigation in the moijntain valleys and the diversion for the conduit leading to Hesparia above the East Fork station. Arrowhead Lake also loses water by evaporation and there is some irrigation around it. Prior to its de- velopment the floor of the lake was of a swampy nature so that evaporation ,oat ,fXW .or. .iae8 oi C oO tic'ivi oo n .9T. -, -■> a J ^ ' r- ir;--^-' :iPP-ori tVa r ;: . Oj! ^ffllf fo<-,r\vr Uua ajjixiuq v )cf nfo- On F 'r a -4/ r ' e f ■! •Xovi. .) emoe esoxfr ^^ lo :oT i8£ ^'.-;na 'iffiiUi A III jOdllXa^auO n' f fl-'.-s f n»i('t (t^Afi Tar'?* Ho ntn-i'T nrirMi'tri;? SB Hoixot orr. ■o.-r sif- .'■tea It a«w °Sli»f erft Tto tcoH :9V 50 from the lake is not entirely a new draft on the s' ^aam. '.ihen the recorded discharges of the two forks are added, the discharge of Kojave River at the moxintain toe is the result. The estimates of mountain runoff herein used are from the recorded disciiarges. All these various records are ;iseful in determining percolation in various areas, rising water at various points, consumptive use of the ciiltivated and natural vegetation along the river. The record at Afton jrives the final v/aste past which any use of water for a general development is not possihle. Measured Losses of Wa ter in plain s Area Fron_the_Forks_to Upger Narr_ows During the inves ' igat ion of the Division of Water Resources the Water table stood at ahout 40 feet below the streambed at a distance of five miles helow the Porks. After the flood of 1932 it had raised 25 feet but fell 20 feet during the succeeding summer. Fr-'-" this point the depth gradiially decreases upstream to the Forks and downstream to a distance of about four miles above Upper ITarrov/s where the water table intercepts the surface. Trees, evidencing high water table, are found in the river bottom extending six miles above the Upper Narrows. Discharge records give the loss in this section of the river. If corrected for change in londerground storage the result would be the con- sumptive use. Table 23 Loss from the Forks to Uppar Iferrows Annual Acre Feet, October to Septera'ter, inc. 1904-05 1930-31 1931-32 1932-33 1933-34 Discharge at Forks 105,300* 15,400 99,300 22,500 16,100 * October and November estimated. Di sch^rge at Upper Farrows 97,600 21,700* 84,200 23,900 23 .800 Loss or Gain 7,70Q-loss 6,300 gain 15,100 loss 1,400 gain 7,700 gain aotlA. ia bxoo ^i^»^a -sY la^ to 03, U* sv/ ■n '•icaq^' -■'■ 1 OS lle'i 'iTtf .SVOI'L&ll ■ f ; = JK1--J , 51 The above indicates a regimen typical of s^-ich ■underground 'basins. In the approximately normal years such as 1931-32 and 1904—05 following years of small ru^.off, the outflow is less than the rechp.rge and in low years the reverse is true. In addition to the surface outflow measured at the Narrows there is draft caused by the consumptive use of vegetation, evaporation from the stream surface, and underflow, which as previously stated, is estim3.ted by Slichter to be five-tenths second foot. Consumptive use in this section of the river ma.y be estimated by comparing the amount of rising water in the v/inter month in which evapora- tion and transpiration is the least with the a.Tiount in other months of the year. The difference snou] d approximate the consumptive use, when cor- rected by a small addition to allow for evaporation in the month on which the estimate is based. To do this, y-vars in which floods are at a minimum must be used in order to avoid inaccuracy caused by calculating a differen- tial between tv»o large flo'"i. Although older records indicate some years in which there v/ere no floods, it is deemed advisable to use only the records in late years beca^ise of greater accu.racy. In the table, January of both 1933 and 1934 gave the greates'; discharge ^-id that month is used as the baso. 1,-t— fiv*^ -, vtf tat an »v I ■ J -t-iO ) Lea; 52 Rising* IVater at Upper "arrows, and Consumptive Use, Forks to Upper I'arrows 1933-33 1933-34 _ Oct. Nov. Dec. Jan. Feb. Mar. Apr. May Jmie July Aug. Sept. 1,840 1,820 2,140 2,170 2,520 2,420 2,920 2,780* 2,370 2,200 2,400 2,180 2,140 1,810 2,020 1,590 1,510 1,540 1,380 1,210 1,210 1,110 1.480 1.290 Total 23,900 22,200 Total for year if at sajne rate as average for January 34 , 400 33. 400 Difference 10,500 11,200 Average for the tv/o years - 10,900 acre feet. ♦Small flood on first two days of the month. Total flow for first four days subtracted and flow at same rate as that which occurred on the fifth ddded. Actually there is some water consumed by evaporation even in the coldest month, especially in an arid climate such as that of the Mojave Basin. In the method used in the foregoing calculation the water used during that montii is subtracted at the same rate for the remaining eleven months. To allow for this it is believed that the average for the two years should be increased by about 2000 acre feet, giving 13,000 acre feet as the estimated consumption above Victorville Farrows. Up^er lTarrow_s jto_L_ower_NarrowB_ The stream flows in a broad canyon-like valley in this section. Bottom lands support a heavy growth of trees and there is seme irrigation. Springs appear along the west canyon wall but have not bean measured. This ?-G hi -.* OSS. I o?-^ r .♦',n c ■■ OMjS C OSO,S /.j't' C; OIri;i f)...rr. 0X1,1 GXS.I oes,x 06^.1 .j^.&a 2 XaioT w 00?»,OI =!'.n'539"i'M'a .Jobi u-;ijs uytijCX ~ aiBsx 0*^ *»^- is^ oaJweyA Ja3i% znJ ffcH ' ari^t Ic Jrtrt £t IXanB* . tstt o £i::j ..X ,;sv5 aQx.j3rtoq&yQ '..' a no 3 isjcw sflioa si ais:.. \.iIsL.:c^ 9v.6(,(jM exf:f ^o iBd) as noj:;a 9;ta(DxXo biza a^ at \llsL3&qae ^diaoa iaBpLoo ow} or'i tot oso'XbV'B ar^i ^silt tsveiLeti ax .' i stcf^ 10% woXXa ol .aditaoin v' ii)'l -.1QB or.; ,".: : 000s t'-'-'^cf.'? vff ^f»s.«■no^i &ft'«flB Krwex. 53 flow is from the underground water resulting from percolatioii from minor streams west of Mojave River probably to Sheep Creek. The increment can be estimated by the measurements msuie on the river flow in the dormant season when transpiration losses do not mask the inflow. Table 25 Average of Isolated Measurements by U. S. Geological Survey at Upper and Lower Narrows, 1931-32 Upper Narrows Number of Average flow Lower ITarxows ITvimber of Average flow Difference Month Measurements Second Feet Measurements Second Feet Second Feet Oct. 5 Nov. 4 Dec. 4 Jan. 4 Fab. 1 May 3 June 5 July 4 Aug. 4 Sept. 5 30.4 31.8 36.0 38.8 42.0 38.5 26.6 21.3 22.0 23.8 5 4 4 4 1 3 5 4 4 5 30.8 + 0.4 35.5 + 3.7 41.3 + 5.3 42.0 + 3.2 42.0 38.7 + 0.4 24.4 - 2.2 18.0 - 3.3 19.8 - 2.2 21.2 - 2.6 Records of the U. S. Geological Survey at the Upper Narrows and of the Arrowhead Corporation are shown in Table 26. when compared they show losses for all months instead of gains during part of the time. Table 26 Comparison of Discharges at Upper and Lower Narrows except in Time of Flood Acre Feet 1904-05 1905-06 Upper Lowe r Differ- U:^er Lower Diffei- Month Narrows Narrows ence Narrows Liarrows eace Oct. 2,860 2,380 -- 480 Nov. 3,810 2,770 - 1,040 Dec. 3,530 2,830 - 800 4,120 2,840 - 1,280 Jan. 3,700 2,550 - 1,150 June 2,580 1,540 - 1,040 July 1,990 1,320 - 670 Aug. 1,940 1,590 350 Sept. 2,380 1,660 720 •inr.lsr noi 'lor.x !■ .^S Xcvi::;^; ibc-i, ^3S&B v.s ♦ s.- s. , s.s - d.S - .voH 1 ;* 2V;-o'i-;«' S^, ^98% etoA ..too .Odd \ k 54 The inflow from springs is visible and in such a situation invisible inflow is also to be expected. Therefore there shovQd be some gain in this section of the river unless losses in the dormant season ex- ceed the gains, which is unlikely. As the series of measurements compared in Table 25 are both by the U. S. Jeological Survey , the results in tliat table will be used. From it and based on known variation in transpiration records as determined by the U. S. Department of Agriculture*, the follow- ing is made up. Table 27 Estimated Loss and Gain Upper to Lower Narrows Month Second Feet Oct, 0.4 ITov. 2.7 Dec. 4.0 Jan. 4,0 Feb. 2.5 Mar. 1.0 Apr. - 1.0 May - 1.8 June - 2.5 July - 2.8 Aug. - 2.6 Sept. - 0.5 Avei-age 0.28 If four second feet be regarded as the ..'^in from springs and under-seepage, the difference between that and the above average loss for the year represents transpirftion and evaporation loss. The difference is 3.72 second feet or a total of 2690 acre feet for the year, to which should be added about 10 per cent as in the estimate of transpiration above Upper :Tarrows, giving a total of about 3000 acre feet. * Bulletin 44, Division of Water Resources, "Water Losses under ^Tatural Conditions from Wet Areas in Southern California", by Harry F. Blaney, Division of Irrigation, Bureau of Agricultural Engineering, U. S. Department of Agriculture. *:: no 9f:: ; ■-XS) KO0A92 gfonl Wo rial Tri/S I I SOS «■ difl SS Qlcfr ■t&qqu .3/' .tf-y^ nt "^'.t , .0 .vol: .oeQ .da? 4' -' -VQO» ■ i^i-^'j^- sr.s el ■Jtrrr+fl'- ,BWtm 55 The Fork^ i9_I'°''Qr_^f:^i;oJ!^_ Records were kept at both points for many years by the Arrowhead Corporation and the annual differences are shown in Table 28. Table 28 Difference in Flow Folks and Lower Narrows Acre Feet Forks Lower Narrows Difference l904r-05 106,000* 70, 300* - 35,700 -06 155,000 103,000 - 32,000 -07 255 000 202,000 - 53,000 -08 58 . oCO 43,800 - 9 , SCO -09 96' -100 9Z.''00 - 5,500 -10 131,000 138 000 - 43,fX)0 -11 147 GOO 130,000 - 17,000 -12 45 , 200 47,300 2,100 -13 25,900 31 , 300 5,400 -14 165,000 160,000 - 5,000 -15 135^000 145.000 10.000 Average loss - 16,700 * October and NovomX'er estimated. The av?r'.5? annual loss betv/een the Forks and Lo".7er Narrows is estimated to be 16 COO acre feet by combining the esti;r»ates of loss above Upper Harrows and io-zo between Upper p.nd Lower Narrows previously given. By Table 28 the aveia^ie difference is 16,700 acre feet, and to this should be added the inflo'..' from springs which is taken fi-^ -'^ second feet, giving about 20.000 acre :reet loss. This amou-it is too large by the annual in- crease in storage above the I'arrov/s diirir.g the wet period covered by the meapureraents. Correction for change in stora,^e ■'juder^irou^id carjiot be made because of lack of data. For the purpose of :;his report the loss is taken at 18,000 acre feet with 14.000 acre feet above Upper Narrows and 4,000 acre feet between Upper and Lov/er Narrows. :*». ,01 a* ^■' i : A surface strean existed for 10 miles below Lower Farrows at the ■cime of the survey in Octo' r, 1929, and evidences of high water table are found for another 10 niles or to a point about two miles below Hodgo on the Santa Fe railroad. For the next five miles trees are very scattered or non-existent but in the six miles below gradurJ !/ grow more luxuriant. point of Rocks is about a mile below Helendale on the Santa Fe and about four miles below the end of the surface stream mentioned. The difference between discharges at gaging stations maintained "ty the Arrowhead Corporation at Lower Harrows and Point of Rocks is shown in Table 29, Table 29 Difference in Flow Lower Farrows and Point of Rocks Acre Feet Lower Narrows Point of Rocks Difference 1908-09 90,700 80,100* - 10,600 09-10 138.000 111,000 - 27,000 10-11 130|000 113,000** - 17.000 Averpge - 18,200 * Small flows in October and November estimated. ♦*Small flows in July, August and September estimated. The differe^ice between discharges at ga-'-^g stations maintained by the U. S. Geological Surv^ at Upper Narrows (Victorville) and Hodge is shown in Table 30. Table 30 Difference in Flow Upper ivarrows and [-iodge Acre Feet Upper NarroYi^s Hod^e Difference 1930-31 21.700* 2,320 - 19,400 1931-32 84,200 59,500 - 24,700 * Small flo'-vs in October and November estimated. .y.'nT s- ^1.:^:t^ Z stii no I'm^-r •. U 1^4. >^Vmj« bdi lo ami -a 01 1 ir.-» "i f •• iooH "lo ^x:lo: l*> es eJ WC.L IflKOl 003.. 01 - OCT .oe ar 9^: 8?;'W©VA .b3;^JdU4^j8& :ieu. r,cri *-!ic srfi Y'' 05 6 1 fi':f:s*r- 'bo'I &-2;4i&. •OOV IS OOS,M 8 ledo lsi<-lC*»-i 57 The greater loss in 1931—32 is "believed to "be mostly because of the greater percolation opportunity due to the larger amount of water. The percolation from floods of PSoruary, March and April in that year was about 10,000 acre feet. ^nflow_from W6£^_3i'i£ hel^ow Lowe^ 17arrow£. The measurements made each week by the U. S. Geological Survey during 1931-32, except at flood time, indi- cate that in the fall after irrigation ceased and transpiration losses de- creased, the surfaxie stream gradually pushed farther downstream. The aver-r age of the measurements for each month beginning October, 1932, until February, when a flood occurred, is shown in Table 31. Table 31 Stream Flow from Lower Narrows to Hodge Average of Measurements Second Feet Number of Lower Measurements Narrows Bryman Hel dale Wild Hodge Oct. 5 31 25 * Nov. 4 35 32 30 * Dec. 4 41 42 37 29 * Jan. 4 42 47 45 44 22 Feb. 1 42 48 44 39 31 * Flowed only part of month. By the end of Jantiary, apparently the sands bineath the river bed had practically filled down as far as Wild. Transpiration and evaporaticn losses would be at a niinim\iEii in that month and the measurements indicate a gain of five second feet from Lower Narrows to Sryman wi-'.h no further gain below. Ihis is believed to be from the underground water on the west side. There is no reason foioiad so far tliat some inflow would not occur between Bryman and ?Ielendale but the measurements do not show it. Below Helendale the river earns to the northeast and its direction ap- proximates the direction in which the water table is sloping so that -ff "If f luadm SBV las^ imii ai iizqA jjjjt..i Ct i'.Mi.w'iJ.- iuaui -llial ,&flK:° i)ooXl is ;fq&9acd -^o ? iitMAi* ,i^B\ flutots 000,0 .8 .U ©riJ \,ci bool'f .lasi^ 8 ; • <> 9:^oH ,^_ * ^•U IS » OK ss 35 « es V'^'' s* C"C - - T 1- 8^ a I' I !i • ooll >V aA ^jft MM t: i»ii:'i 1.1 1 1 lao-i'i 9di aurii ad oi rr^riP.'^^. -'.'■: .'5 ; Prf ^ 9uJ ^U(j hi&l 58 inflow would not be so probable, Ihe annual increment from the west below Lower Narrows is estimated to be 4000 acre feet. That above between Upper and Lower Narrows was estimated to be 3000. In roiind figures this is ten second feet. In addition there should be underflow from both sides for a distance above Upper Narrows but no reliable estimate of it can be made with present data. It is neglected in calculations of water supply. Incidentally the measurements indicate that about 5000 acre feet will fill /the voids in the bottom lands from Lower Narrows to Hodge, a dis- tance of 17 miles even after a series of dry years. The estimated long time average runoff of the mountains between Mojave River and Sheep Creek is 5500 acre feet. That of Sheep Creek is also 5500 acre feet. In years of large runoff some of this presumably reaches the sink knov/n as Dry Lake and is evaporated. Some percentage of Sheep Creek water difficult to estimate moves underground into the Mojave River Basin. If it is 10 per cent, the total tributary to Mojave River Basin from the west side is 6000 acre feet. This is to some extent drawn upon for irrigation and there would be some lost by evaporation before getting underground. Some which has reached the water table may reach Mojave River above Victorville. Estimated in this way the annual average increment tributary to Mojave River is less than the 7000 acre feet esti- mated as heretofore described and accepted as the basis for calculations of water supply herein. For the area between Sheep Creek and Mojave River the average annual runoff during the 29 year period on which water supply estimates are based is 4400 acre feet. For the same period 10 per cent of estimated annual average runoff of Sheep Creek is 400 acre feet giving a total of 4800 acre feet (minus the losses above noted) as the average annual incre- ment to Mojave River for that period. This estimate should also be com- pared with the 7000 acre feet estimate. u These estimates indicate tha.t underground water in the territory from Mojave River west inclusive of that supplied by Sheep Creek is very small compared to the available land. Lo^s_JIod£G_to Bajisjtow The loss between gaging stations maintfj' jd at Hodge and at Barstow by the U. S. G-eological Survey is shovm in Table 32. Table 33 Loss of Water Hodge to Barstow Acre Feet Hodge Barstow Loss 1930-31 2,320 2,320 1931-32 59,500 40,300 19,200 The loss is almost all percolation into the streambed. During the investigation the water table at the deepest point about nine miles above Barstow ?/as 25 feet below the surface. Actual loss in th^^ year is greater than that shown in the table for 1930—31 and less for 1931-32 as storage in the basin deer. - -^ed in 1930-31 and increased in 1931—32. Barstow ^o_Af ton_^ At Afton there is always a small flow caused by the overflow from the basin above it and below jorlts— of— the— Road Fault. In only one year of the investigation did a surface str.jam force its way from Barstow to Afton, During that year the stream flowed at Barstow from Februp.ry 9 to May 10, inclusive, giving a total discharge of 40,500 acre feet. The flood water ceased to flow at Afton about March 8, and the disc'narge of flood water during that period after deducting normal rising water is estimated at 7000 acre feet. Of this, about 1000 acre feet was evidently from a local storm as the discharge at Afton rose from 16 second feet on February 16 to 274 second feet on Febr>i8.ry 13 with a rise of only 68 second feet at e^r. ... TfTc- acw w 'a&a c; •iCtaj7 >' i Barstow. When corrected for this, the flood from the mountains reaching Afton becomes about 6000 acre feet, indicating a loss mostly by percolation of 34,300 acre feet in that section of the stream. Forks lq_Af ton_ The total discharge from the mountains plus increments below minus flow at Afton gives the loss each year. As the only record of flood flow past Afton is in 1931-32, that year's record is the only one indica- tive of the total loss in the stream system. Increments other than springs from Upper Narrows to Bryraan are probably negligible. Table 33 Loss of Water Mountains to Afton 1931-32 Acre Feet Inflow Discharge at Forks 99, 300 Inflow from springs 7,000 Flood originating below mountains ... 1.000 107,300 Discharge at Afton 7.900 Transpired, evaporated or stored underground 99,400 Using round figures it may be said that 100,000 acre feet was lost by evaporation and transpiration or stored underground in 1931—32. This is the same as the discharge in tliat year from the mountain headwaters. The water stored was not lost during that year although it may be lost in subsequent years. The loss or use is the water evaporated and transpired by the native vegetation in areas of high water table, by the irrigated ]and and by the towns and railroads. The water table was slightly higher in the fall of 1932 than in the fall of 1931 and thus per- manent or over year storage tooic place. If oeveral .«et seasons occurred in succession the water table would gradually rise above the level of fall, 1932, to a point where rising water outflows would balance the input. The 03 no ^W ^p sfi DO sniallor basins into which the vallej' could he snTDdivided. For instance, if the 14,000 acre feet estimated cons^'omption above Victorville be taken as correct, only 1000 acre feet can be assigned to storage increase from fall, 1931, to fall, 1932, if the equation is to balance. The storage increase between Kodge an ''^.rstow betv/een fall, 1931, and fall, 1932, is estimated at 11,000 acre feet. The niajor portion of this is in Hinkley Valley for which the estiiaate is believed more reliable tha.n that for other areas. As this is more than 50 per cent of the total estimated storage in that year above Barstow, if the whole rrea above Barstow is taken, errors in other basins would not affect the overall estimate for the whole area in the same degree as the errors affect the estima.tes for the separate smaller basins. Therefore, in order to give an idea of the disposal of water probably less erroneous in its evaluations, the valley is divided into two sections, Forks to Barstow and Barstow to Afton. Ten- tative estimates of the methods of disposal are shown in Table 34. After all data v/ere studied it was still necessary to assign arbitrary values to the storage change plus non-beneficial consumption and considerably dif- ferent values may be found if investigation continues and more information is gathered. Table 34 Disposal of Water in Mojave Basin below the M'^-Jitains, 1931-32 Acre Feet Barstow Forks to inclusive Forks to Barstow to Afton Afton Inflow Eiver 99,200 10,300 99,200 Springs, etc. Disposal Surface outflow Stored underground Belief icial consumption Irrigation Domestic and Industrial Non- beneficial consuniption Note: Figures for non-beneficial consiunptive use in the above are those which added to other amounts under "Disposal" will balance "Inflow" r\nd "Disposal". 7.000 1.000 8.000 106,200 41,300 107,200 40, 3X 7,900 7,900 26,0'X 16,000 42,000 12,700 2,700 15,400 400 700 1,100 26.800 14.000 40.800 106,200 41,300 107,200 -i:* t :.^ '^iJ^: ^iJS Oii ?a» erfi *« * I Water Table Contours of the water table as of fall, 1930, are shown on Plates 5-A, B, and C in pocket for the area in which elevations of gro-und surface or measuring point at the wells were secured during the investiga- tion. In addition, water table contours from the mountains north to Diy ■f Lake and extending about 20 miles west of Victorville are shown in Bulletin 5, Department of Engineering, State of California, Under the mesa west of Victorville the water table slopes to the northeast and apparently there might be underflow into the river from the West from about four miles south of Victorville to Bryman, nine miles north of Victorville and even further. The water table continues to slope to the northeast but the river gradually swings to the east and about five miles above Barstov/ is flowing almost due east. For a distance above this the underground water is moving away from the river under the Hinlrley Valley and is maintained by seepage from the river. From about five miles above Barstow the direction of movement of the underground water is the same as that of the river. At Barstow the stream turns to the so 'least and at Daggett to the northeast, but the underflow continues practically straight east. Apparently water goes through the Forks-of-the-Road Tault, and on the south side of the valley from Newberry to Drj' Lake the slope is almost in ' 3 same direction as the Santa Fe Railroad. Below and near the fault, however, the slope is at right angles to the fault, probably because the underflow is dammed back by the fault but trickles through it into more porous material, as seems probable ty the steep slope of the water table below the fa"''lt. For several miles below the fault the slope of the water table is at right angles to the fault but gradually the slope swings to the north and nas a much more northerly direction than the stream. i\i' no nwcfs yt :^JJ -Jpl^, IS taw o'lf/ci's: M3£i'5U '•«■> i.'l-JL^ -who^ >!}' 66 On the east side of the stream "oelow where it enters the plains, and on the south in the vicinity of Earstow where the stream is flowing easterly, the water table slopes tov/ard it. However, the watershed is small and the contribution is negligible belov; Victorville although pos- sibly of sensible proportions for a short distance above. Area of Influence of Mo.jave River The approximate c-^timated boundary is shown on Key Map. The area included totals 333 square miles. The boundary is deduced from water table contours, geology and topography. Presumably the constricted under- ground channels north of Hinkley Valley would res'rict movement of water toward Harper Lake from Hinkley Valley so that even if greater pumping draft were made north of Hinkley Valley the amount of water passing out of it to the north would be small. The aquifers from the river to Hinkley Valley are apparently very porous. The formation conveying water from the river into and under the Newberry-Dry Lake area would not, it is believed, transmit water from the stream as freely as is possible to Hinkley Valley, and as the water reach- ing the wevvberry-Dry Lake area from the river is that which has percolated to the south side below Sarstow and above Forks-of-the-Eoad Fault and must pass thro-ugh the fault to reach the area, it is believed that its flow would be so impeded by the fault as to cause serious question whether a large amount could enter the area from that direction even were ths water table lowered greatly in the area. Below the fault the lake bed formations which begin at some not definitely located point would also impede aovement of Water into the area from the river although it mi ^t freely enter below the fault to the point where the lake bed formation begins. 3b ,8-rrfnr-r o,-ft 3TC -rTBrr-fa «8V0ca (ioxr J. i xx. j-icus 6 ic laajs iu ^^x;. .ILams .91' .^ -^slls' s&ie 67 The movement of '•'■ater from tho river to the north side of the river in its lower reaches could not occur except in very small amount, above Daggett, as raountains approach the river too closely. Movement outward to the north below Daggett would also be r-stricted because of proximity of the mountains on the north side. As on the south side, water leaving the river above the fault could percolate through the fault and on, parallel to the river. As with the south side, movement from the river would be impeded to the north by the lake bed formations below the fault. Pressure Areas The Mojave River Basin has three Icnown pressure areas and a fourth, covering considerable territory above Afton, which from the nature of its deposits should havc pressure characteristics although there is no available hydrographic data to substeintiate this hypothesis. The areas are as follows: (l) An area of ir-detenainate size located in the vicinity of Victorville, roughly limited in a north-south direction 'oy the boundaries of the present, area of rising water. The limits in an east-v/est direc- tion from the rivcr are not known, though it is conjectured that it ex- tends two or three nil:rs at least to tne west of tne river and a shorter distance to the east. Within tliis area, the deep wells shov/ the greatest pressure. 0ns well located in the SE^ of Section 16, T 5 IT, R 4 W, S.E.B.<3:H., had a rise in water level of about 20 feet in strata below 350 feet depth while drilling several years ago. Wells of the Rp.ncho Verde located south of Victojrv'ille had pressr;.res in their lower strata equivalent to 5 to 25 feet of head greater than in s>iP.llo'kV strc.ta. A well located in the imt of Section 35, T 5 K, R 4 W, S.E.B.&H., drilled prior to 1917, with a total depth of 985 feet, reported an artesian head of 45 feet above the groiind while drilling at about 400 feet. jii* tirSJlr; ; Cjj-:; J*',' j.v.gO'. i J * . . i iji- Jii/C'. ii-li) i> 68 (2) A pressiire area in the vicinity of Harper Lake, which no doubt has itB area confined approximately to the present surficial depres- sion. (3) An area thr?t parallels and abuts the Forlcs-of-the-Road Fpult on its eastern boundary. Its areal extent is approximated by the extent of the alkali area which forms a belt about one and a ha.lf miles v/ide above the fault. (4) The high ratio of sedimentary clay (about 50 per cent) con- tained in the greater part of the area east of Porks-of- the— Road F?ult suggests the presence of an extensive pressure area. Hydrographic data indicates that a belt extending a few miles to the east of the fault is excluded from the postulated pressure area, however. Fluctuations of Water Table Plato 3 shows graphs of certain v/ells at v/hich elevation of water table Was measured frequently by Arrowhead Corporation from 1905 to 1920 inclusive. Measurements iiV^:re also made at such of these wells as could be found by the Division of water Reso\irces and U. S. Geological Survey and graphs of these are shown on Plate 3 also. Location of the wells is shovm on Plate j. 5-A to C. Ag they are all near the river large seasonal fluctuations in water table were found, d\ie to percolation from the river vj'aen in flood and rapid equalization of the watir table as the water near the river moved laterally away from it or drained out of the basin. Ihese graphs indicate that the first two years of heavy runoff in the wet cycle which began in 1905 filled the basins as there was practically no annual rise thereafter. Comparison of water table elevation during the investigation of the Division of Water Resources and the elevation for fall, 1919, as given in Vifater Supply Paper No. 578 is rather difficult because of paucity of jIx/'sT t."o!?-eT;-''c-. vT J ' if' T «»rTC I 69 records. What there are indicate in general a recession as could be e::- pected since the runoff has been subnorme.!. In the Upper or Victor Basin the maximum recession between fall, 1919, and fall <,f any of the years during the present investigation in v/hich measureraent was talren has been 4.8 feet. This was fairly near the lower end of the basin and it probably Was further south but no comparative records are available. In HinlcLey valley the general recession in the period above de- scribed is thought to be about five feet. Below Barstow the average re- cession Was greatest in the vicinity of Daggett where Well L— 5 shows 18.9 f^Bt drop, L-9. shows 17,7 feat drop '>nd two others about 8.0 feet. Further east the recession has been about five feet. Below the fault there has been little change. fc-l Mf: tflrf 9'j 70 CHAPTER VII . DEVSLOFMSUT This investigation has not gone into plans for further develop- ment and it will not be discussed except to point out its effect on present conditions. The following tatles give (l) the estimated average annual water supply available for different periods, (2) the reservoir capacity required for annual drafts of various amounts whether by beneficial consumptive use or by evaporation, transpiration or other losses, (3) the known surface reservoir capacity availab] ;, and (4) the approximate underground reservoir capacity to various depths below the surface. Table 35 Estimated Average Annual Water Available in Mojave Valley for Different Periods Acre Feet Period 1883-84 to 1894-95 189^96 to 1904-05 1905-06 to 1921-22 1922-23 to 1933-34 1905-06 to 1935-34 Mountain Inflow from Years Discharge 219,000 Springs Total 12 7,000 226,000 10 42,000 7,000 49,000 17 122,000 7,000 129,000 12 46,000 7,000 53, 000 29 90,000 7,000 97,000 liV ii.' ,9^1:. nslL =r' -:.. ■I S.IJTI. Sj:-^T-ii : r 71 Table 36 Storage Capacity ITecassary for Various Saf>T Annual Yields Including Evapo ratio. , Trajispiration and Rising Water Passing oiit of basin, for the 29 year period 1905-06 to 1933-34 Acre Feet P Yield IJecessary Reservoir Ratio From From Resorvoir Capacity Mountains Springs 7,000 Total 20,000 Capacity 13,000 to Yield 13,000 .6 23,000 7,000 30,000 33,000 1.1 33,000 7,000 40,000 61,000 1.5 43,000 7,000 50,000 96,000 1.9 53, 000 7,000 60,000 152,000 2.5 63,000 7,000 70,000 239,000 3.4 73,000 7,000 80,000 356,000 4.5 83,000 7,000 90,000 483,000 5.4 90,000 7,000 97,000 579,000 6.0 Note: "Necessary Resorvoir Capacity" in tne foregoing is the result of calculp.tions based on the entire supply and not on the supply remain- ing after taking care of present uses. A part of the "necessary res- ervoir capacity" now exists as a result of present draft on the under- ground basins and is being utilized to support the draft consisting of both beneficial and non-beneficial consumptive use and rising wa,ter outflow past Afton. If the present use is 57,500 aero feet as esti- mated, this draft plus rising water at Afton is usin^- about 140,000 acre feet of uiiderground storage capacity. To supply 30,000 acre feet additio:ial draft would require about 330,000 acre feet of addi- tional storage. Table 37 Surveyed Capacity of Known Reservoir Sites in Mountain Headwaters and Estimated Average Annual Discharges Site Victor Forks West Fork ITo. 2) alternates West Fork i;o. 3) &rass Valley Deep Creek Hoi comb Creek Arrowhead — partially constructed * East Fork *♦ West Fork Surveyed Average annual discliarge Capaci ty at si te Acre Feet Acre Feet 1905-06 1895-96 to to 193S-34 1904-05 350,000 90,300 42,000 113,500 57,00J» 33, 3-/.'** 25,000* 17,000*^ 34,800 24, 300 12,400 30,000 23,200 11,800 7,600 2,600 1,160 2,000 15,700 7,200 1,000 8,000 3,700 60, 100 8,400 3,840 :t ''.*n? Pi: : 1 ^TT Tn^ '•*?(■ • '^ c.»i *»** /^ + S HOi-'li J, Ji/0 ^ili: ,15 a -,1 <•,!•• I.I s.x e.i oa\os i'tJiiL VS 000, KI TOO G^iatioeib Lntmaa K^-^svA i)9y9-vnt'3 -^.'{S rm?? ^B •3 .1, t R 1"r <»f r« ' . (e Tfi -r isjoin 73 Table 38 Estimated Capacity of Undergrotmd Basins Acre Feet Feet below ground surface District 50 100 150 2 00 Forks to Victorville 90,000 220,000 410,000 670,000 Victorville to Hodge 160,000 320,000 480,000 640,000 Hodge to Barstow, including HiiJiley Valley 290.000 590.000 900.000 1.200.000 Total above Ears tow 540,000 1,130,000 1,790,000 2,510,000 ?arstow to Daggett 50,000 110,000 160,000 220,000 Daggett to Fault 150.000 360.000 56q' 000 770.000 Total below Barstow 200,000 470,000 720,000 990,000 Note: Voids on which this is based are 18 per cent in -river wash and 8 per ceiit in old alluviiuu above Victorville, 15 per cent Victorville to Forks— of-the-Eoad Fault below Barstow and 11 per cent below the Fault. Referring to Table 37, the average annual discharge for the av- erage and minimum periods at the sites are shown. The average discl-arges for the same periods are shown for West Fork and Epst Fork opposite the capacity of Forks Site. A part of East Fork watex- could be diverted to the West Fork Reservoir. A study of the ma'"ter is necessary to determine whether the water available v/ould justify the capacities to which surveys have been made at the various reserv>ir sites or v/hether larger capacities are justified if fovmd fea,sible. }lo exploration v/ork hr.s been done at the dam sites of Reservoirs Fos. 2 and 3 and more work is necessary at the Forks Reservoir and Victor Reservoir dam sites. There is no existing problem i-.i Mohave River Bs-si:; of failing undergroujid wat^r supplies. On the contrai-y, after a period of many years of sub:i->r:.i3l runoff the v/ater table "na.s fallen on]^, slightly and nptive vo.i'etation due to high water table is growing luxuriantly on mpny thou- sands of acres. Probably r^re than twice as much water is being consumed •m c»n si Xbaia . 8 e> • jL a 'lV«aS 73 thereby as by all the beneficial uses in the valley. There were 5000 acres irrigated in 1929 by water supplied from the river. Many thousand additional acres above Victorville, between Victorville and Bp,rstow, and in Hinkley Valley are underlain by water supplied from the river. The water table is close to the surface under these arsas and good wells are readily drilled. The obvious method of development would be by individual wells in these areas. It is a liiothod which has been duplicated in many valleys in California. The results of such development would be: 1. A drop in the water table. 2. A decrease in the area of native vegetation, because the v-'ater table would not be high enough to support it, thus setting wat- i- free for beneficial use. 3. C-reater opport^jnity for floods to percolate into the streambed because of lowered water table and thus a decrease in the waste of floods past Afton. Y^ith the physica.l conditions along the Mojave and the very porous material in the streambeds, ' ' tlie water table Were lowered sufficiently from the ^orks to ;^rstow and spreading done, the result might be practically complete salvage of flood waste. 4. If sufficient area either overlying the river underflow or outside of this area were irrigated by pumping, over- draft might result with ultimate necessary decrease to the draft which could be sustained. An apparently obvious method by which the present use of water by native vegetation in the river bottom could be changed to beneficial use, would be to out the cottonwoods, etc., in the bottom lands and sub- stitute cultivated crops, just as already Irias been done in part. If the estimates of present consumptive use are near the actual facts and the native vegetation is using as much or more water per acre than is used by cultivated crops, this would not upset the regimen of the stream. A study of the situation discloses .hat there are 7800 acres along the river (Porks to Cady Mountain) on which native vegetation is growing. Of this lO c ^ •ik. there are 2500 acres above Jarstow and 1400 acres 'oolow Bars tow of Class 1, 2 and 3 soils (41 per cent Class 3 above Barstow and 72 per cent Class 3 bslow) and the ronaindor consists of Class 4, 5 and 6 soils. Class 5 and 6 soils are largely river wa,sa and sand and -onsuJ t xi to croppiAf while in Cliapter III Class 4 is rated as poor soil. Some of the Class 2 and 3 soils are slightly alkaline. Thus the probable limit which might be gained in this way would not be more than 3700 acres. It is doubtful whether even this would be feasible without flood control works to regulate the floods and confine the channel. The maps in rear pocket show lines labelled "Old Flood Lines'' and "Recent Flood Lines". The recent marks indicate that the floods which caused them practically covered the bottom lands. A confined channel would militate against percolation and if large development were attempted surface reservoir capacity might be necessary. The beneficial consumptive use in Mojave Basin Vplley estimated in Chapter VI is 16,500 acre feet. Whatever the correct figure, it is small because of the few acres irrigated and all of the remainder of the 97,000 acre feet average annual water supply serves no useful purpose. It is partly transpired from the water loving vegetation along the river and evaporated from the water surfaces and wet sand in the valley, or is lost past Afton during floods. All of the 16,500 acre feet except the diversion of surface flow from the mo-on tains during the spring and early summer is a draft on the stream regulated by percolation into the underground alluvial basins, whence it either discharges as rising water and is diverted or whence it is drawn by piwips. The results of development of additional acreage o'ltlined earlier in this chapter would, if the development were large, bring about a con- siderable change in the regimen of the river. If a greater draft were made on the Victor Basin the water table in dry years would be lowered, it would r. m: a^a I ' -il i>'i£> t>.^r' 'rt-i >'*.n •V-r 'rc&B©i iV iv iLOl'i jio-i'l v;oi: -fioo fl :ti bXi ; e.-?:f '• . ivla i;:ij 10 75 intercept the streambed farther downstream, rising water would decrease, the irrigated area now watered by gravity canals would be forced to oump to secure a supply in part at least, the surface stream which now qtiickly fills the sands below Lower Narrows and Bryman would be reduced, the water table below Hodge would be lowered, rising water farther downstream would decrease and water table would be lowered farther in reaches between rising water all along the stream to Afton, The same effect on all downstream points would be felt if additional draft were made anywhere along the river. The lowering would not be peroanent unless the draft increased to a point where it was greater than the recharge, but the v^ater table v/ould be lower in cycles of low runoff than it now is and v;ould be raised only by the percolation from the years of heavy flood to approximately the same level as would have been reached if no additional draft had occurred. The same condition would result if lar.?e pumping operations in the various basins were instituted to secure water for exportation to areas outside Mojave River influence. In this case tne legal situation might offer difficulties. There exist riparian water rights possessed by all thu lands along the stream, and undei'gr'ound water rights possessed by all lands overlying the water table within th^ area receiving all or part of its undergro\and supply froni the river. The area above Afton and below the mountain toe receiving watei- from .Vojave River is estimated to be over 200,000 acres although as heretofore stated the amount of water naturally tributary to a lar^e part is believed to be small. The estimated average annual outflow past Afton over the 29 year period is almost 40,000 acre feet as shovm in Table 3. This estimate 76 is extremely tentative bit for the purpose of this discussion is accepted. This waste is very erratic in occurrence hecause the consumptive use is a fairly constant annual draft on the supply. Althou<5h no measuroraents are available it is entirely improbable that the floods from the mountains were sufficient to pass Afton in 1927-28 and 1928-29. The record for 1929-30, 1930-31 and 1931-32 shows that in the first two of these years no floods passed the station and only about 6000 acre feet in 1931-32 from the floods originating above the Forks. Again in 1932-33 and 1933-34 the discharge was so small that no flood flows could have passed Afton. The total for the seven years is 6000 acre feet. Study of discharge records and estimates indicate that in the 29 year period beginning 1905-06 there Were probably 16 years in which no flood discharge past Afton occrirred. in the 18 year period since and including 1916-17, there have been 13 years in which there was probably no flood discharge past Afton and only one year, 1921-22, in v/hich the flood discharge could have been large. Flood waste must have occurred in large quantities in only eight of the 29 years, wtiich v«ou] d mean, if the average annual is considered to be 40,000 acre feet, thst in those years an average of 120,000 to 140,000 acre feet discharged past Afton. From this it is evident that conserva- tion of part of this waste by surface reservoirs while present conditions in the valley are preserved wotild entail large reservoir capacity and holdover for twelve to eighteen years (depending on the draft it was pro- posed to satisfy) to provide for the period up to and including 1934. Evaporation losses would be large. If rainfall continues to be deficient for the next years in the future the period of holdover would be longer and the safe draft less. 77 Spread-in^:: in Vplley Study has not been riado of the additional percolation v/hich would occur with tho lov/erad water table, or v.rhether spreading works to i.iake the stream cover a Ir: -or area v/ould be desirable. Neither ha,s study been nade of the desirability of sor.-.e coabination of surface reservoir, punpin^5 and spreading: works. Surma ry Any lar.-^d developnent of Mojave Easin for irriijation woijld in- clude creating greater underfrro-'arid capacity by lowerinr the water table in the e;round water basins. A coiibination of surface reservoir, spreading T/orks and p-ur.ipin : operations ui-'!;ht be desirable but additional punpiap; alone would nake a considerable developnent and spreadin.^ works would be a help. The physical situation encountered in creatine]; the j^reatest pos- sible use v/ould be cov.plicated even if no development now existed, but when the necessities of existin-;: city and irri^Tation developments are con- sidered and also the at present unused le^^al ri.^hts to water involved, the situation is extrenely cor/^lex. no ~XU8U1 60-~- salt: ._aeiq8 IW lift *!fiv-:^s .32' iqs i)ii« ;alq^;i Te-i 60-' ^i/J ,ii&J3i;xu wor: .ql9i" fi .w oar ii; ra -oxjjiuj 1? 78 APPENDIX 1 CABULATIONS OF DATA In this appendix the following tabulations of data are presented : Table 39 - Monthly and Seasonal Precipitation at Stations. Table 40 - Monthly and Seasonal Discharge at Stations. Table 41 - Regimen of Flow of East and "Test Forks, Table 42 - Miscellaneous Discharge Measurements from F. C. Finkle. Table 43 - Records of Water Levels at ?fells. Table 44 - Areas of Natural Vegetation on Different Soil Classifications. J ,S''-r-H d- 79 Table 39 Monthly and Seasonal Precipitation at Stations All of the records presonted in this table are from the Arrowhead Company excepting that for Big Bear Lake Dam which is from the Bear Valley Mutual Water Cor/ipany, and that for Squirrel Inn after November 1909 which is from the United States Weather Bureau. The station at Big Bear Lake Dam is in the headwaters of the Santa Ana River just south of the Mojavo River headwaters. All other stations are in the Mojave River drainage area. I A ....?, ^.r.-- (j'Sti snoi 80 K O U P; a, (C ■4-> a^ • Oi w V, dJ _!_, < ; o ■Si e! Qj fl r-l o (xl •H -P • ffi ^ -P •H • a. PD •H O • <0 CO S-, a. •t • <;-i r o to w ■4- • C cc; 3 O •« e CJ hD St • Jh tH Q) r' T} • C o S) o cr n-l ci • C u o o (O C3 u> (U • ri ^ 1— 1 ^ 1 -P C K o c^. « CO I ■ fl t~ tD '.n to r-l O) -O 00 ■o ,-4 CU fO ■# CO to CJ OJ CM to O to C r-< r-l O O O O C O r-l f . 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CO ■< O ■o ^ c g OS O o I-* r-l c: O c w o -p 03 0] C/D W m A w >> a: l-H o -P m c p; o o is; o J <) w O Oi CD to O >• rH CO t- CO CO in CO to CO t~ CO o to t~ r-t CM to <* 1 1 1 1 1 CD CD CM oo cr> o 1* CM in o 1 r-l (0 1 • • • • • • 1 1 1 1 1 • • • • m • • • • • 1 • erf 1 CM C^O Oi o i-t to 00 o to CM ^ CO CD t- CO CM CM (D ,-1 to CM r-l CM to to CM CM CM CM rH r-t to CM CO • -P en 00 o in CO o C- 1 1 1 1 O CO CM O OO C- O o O O CO cu •=J< <# O to to o rH 1 1 1 1 O O rH O c- CM Eh O o O o CM » • • • • • • • • • • • • • • • • • « CO l-H • CO to 0> t- r-( to O 1 1 1 1 1 CD to O Oi CM o o CO o CD w LO CO •<# ^ in to O 1 1 1 1 1 to 00 O >* O fH o o t- CD CO 3 • • • • • • • • • • • • • • • • • <; o CM to >j o to o o o o O 1 1 1 1 1 o in o ■* O C^ CO o o o CO 1-1 LO o o o o o O 1 1 1 1 1 o oo o o O CM o in CM o CM 3 • • • • • • • • • • • • • • • • • • >-3 o -H r-t 0) 1 CO O o o o CO O 1 1 1 1 o o o o to o o o Oi o Oi c 1 o o o o o rH O 1 1 1 1 O O rH o C\i o Eh o t- CM o o 3 • • • • • • • • • • ■ • • • • • • • -3 o 1 a ^ in r^ CO O O 1 1 1 1 c- >* o _, o o CO oo o CD to c- >. 1 C- O CM r-l <^ O CM 1 1 1 1 'i* to O in o o CO c- to Oi CM c- erf ' • • • • • ■ • • • • • • ' • • • • • • • • o r-l rH CM rH CM r-t • r-J O CM CM O o to CO 1 1 1 1 to 05 to x> <# o in CD o in t- ■* u ^ ■* to o o rH moil 1 1 c- in to en o o r-l CO o CO O t- a. • • • • • • • • . . . * • • • • • • • • * s o r-l CM I-I CM CM • CM O «0 ■^ CM C- in o 1 1 1 1 CD CO to to (—1 CM CD r-t CO t- ■5t« CO u i-l C- 00 CM -^ M to CD 1 1 1 1 O >* to -1 CVJ CO to CO r-1 ^ CM ^- (jS . . . • • • • • • • • • * • • • • • • • s CJ> r-l -zit to CO ^ ^ i-^ CO CO rH r-l ^ " to CM C-- CD r-t CM •* • ■* O r-l Oi CM o in 1 1 1 1 CD ^- CD ID rH ^tt CO O in in t- CM ^ ^ CT) to E-H 00 in to CO 1 1 1 1 to ■^ to o> in CM r-l o CO CO ■<^ 'i< (D • • • « • ' • • • • • • • • • • • ' • • • b-, o t~ r-t a> CM rH ^ -* Ttl in in r-l CO • CM t- CD to in m CD to II 1 1 «* to o tH CM r-l r-l o c- ^ CO rH c in CO o in to o CO to 1 1 1 1 CO CO rH CM CM CD t- o CO o in Oi cS • • • • • « • • - • • • • • • • « • • • • •-3 in ■ o i-i rH to to r-t <^ rH CO CO CD CM r-t r-t CM rH to in • CM to 0> r-l CM -1 CO O 1 1 1 1 t- >* CM c- OO CO ^ in o> in CM 00 CJ LO CD to ^ CO x> << O 1 1 1 1 CM O O — 1 o r-l in CO O Oi t- 00 © • • ' • • • • • • ♦ • • • • • • • • ■ • • • « rH to in f-> t-t rH rH CM i-t CO in r-l CO CM • CM to O 05 in r-i C- CO 1 1 1 1 O 00 o ■* CO CO 00 ^ OO CO CM ^ > o to CM O CO o ": in •* 1 1 1 1 O CO o CM o 00 CD rH 'Cf' '^ CM -* i-t CM r-t I-I CO 'J' r-t ^ to r-t • 1 in in o o CM o m' 1 1 1 1 CO o o Oi o o '-■f CM CM o CO CO -p 1 to -:*< o t^ to O 05 1 1 1 1 CO O O CM to o 00 in r-t o c- r-t C3 - • • • • • • • • • • • • • • • « • • • O o r-l CO CM r-< ■* 1— 1 CM rH r-l 0) to 5f .O to t~ CO Ol O rH CM CO ^ m CO t- £-> o o 1-1 CM to ^ in k> a cs> a CJ5 01 en CT> O O O o o o o o O o r-t 1— 1 rH r-t r-l r-l erf II 1 1 1 1 1 1 1 1 II 1 1 1 1 1 1 1 1 1 (0 « CM to '/ in to t-- 00 CD O rH CM CO -rt* in to c- oo CD o r-l CM to ■* « t" Ol Oj 02 CTi CT> 05 Ol CD O O o o o o o c^ o o r-l r-l r-l rH r-t erf CO CO CO 00 CO CO CO CO CD OI CD CD Oi CD CD CD Oi Oi CD CD CD Oi Oi (D 1— 1 r-t rH r-l r-l r-l r-> r-l r-l r-t r-l l-t r-t r-t r-l r-l rH r-l rH r-l r-l r-t r-l .s to u cd ID >» CO o Cm to bO erf !-, > erf erf C O n a) ■p a o K CI 'M' 2i^ { •:! 1 1 > I i < i 1 I 4 ' -. - h • >4 M to 4;' .. .. !>•' ^■s 4 95 to « CO • CO •I V • x: a o c « •« rt • o is -P to OS • -P • X • H F-i o a t. •r-l •1 c. O ■-< Ct. (D tJ to (H U Q ri. • -p o © q-i •c-t «> OJ O +J CO q-, c to o o -p o • lO c >;iM 3 •k 0) c^ O en r-l n w r-< • ; < u^ "J > ;D W CO g i o »^ 1—1 < o W a as •H •t 1-1 « sS fx; & a, c fi- (C ts 03 •t a> « cc w (x; •* PC >-. c> m -p tec c f:> o o ^. H-; <) w Pi Irt O O o O O o o 1 a> fj to CD ^i* ■=+< o lA, 1 • • • • • « « <£ LD OJ m to o CO to (D r-l CM rH 1-1 r-t to • j-> O O o o o o O f-l CL O oo o lO CC o O CO : o o o O O o o CD p-l LO CO o CO r-l r* o CO 3 • • • • • • • • •-3 o r— 1 * 11 o o o o o o o o C o o o o o o o o 3 • • • • • • • -J o o o o o o o o m t-- OJ ■* o 00 CM c. o CM GS • • • • • • • • i=^ o • o o o o o o Ch u 1 o r-^ Si o X) CO CM 1p 1 • * • • • • • < o • lO o O o o o CO t. 1 cv 02 ■-n tC' Ji o o aJ 1 • • • • . • • 00 r-l CO 1-1 -• CM 00 • Ifi O o o o o •^1 -c 1 t>- ■XI o t- ^ r-l oo 0) 1 • • • • • • • b. r-t to <-l r-t • o c o o o o 00 C 1 o C) o CC to :0 c- C'j o CO a; 1 • • • • • • • f=' ^ OJ r-t to • m o o o o O CO j> 1 t- o ly. LC ^ C\! a-. o 1 « • • • • • • -^ to • o o o o o o OJ -p 1 o tO' o o ^ o CD o - 1 • • • • ■ • • O o r-l N * s. OJ to ^ LO CD t>- CO O) N ' !-. CTi 05 75 O) OT CJ> Ol CD II 1 1 1 1 1 VI (D CvJ to ^ in CD t- 00 fl >-^ CB CD o 0^ O '^1 en- cB CO 00 CO CO a> x> X) s. i-l r-) r-t l-t 1—1 r-l 1— t '■'• CO u • OS • to (D f^ 0) >> X • o CD CQ U • o In CO •rl -i 'cH -P • -P ci « •ri D w • c >-« is; © o ^. ^j 00 • Hh a -p 0) • o c;-< CO E-i o to • to O -p ■a CM lO c ^H IC 3 o • ^ o o o e Cli (U c < u CO o 0) <;h -P u; o • C'i a] -p > Jh •c as c © o i—t r-l > -H fc t: < ;, fc •1 cC >. • is; ■-I xs >> o 4:; c 1-1 E-i -p ■p X OQ a fr- -p »-^ E >^ b V:; •rt o -P Ul t"; ^-^ a 1 in 1 CO 1 • 1 a CO 1 0) 'dt CO • -p 00 1 D- CO 1 0) ; « • CO • 1 tJJ U5 1 3 » • -s; >v 1 rH I ^ • • ►-3 1 c 1 3 - • « *^ CO r-l >. 1 r-t 00 si 1 • • r-l • C-- to !-, 1 C-- CO CH 1 • • -^ CM r-t • •=*< CO ^. 1 00 •* 0, 1 • ♦ ^"-1 i-t CO rH • 1 C- CO ^ 1 'i' © • • t. to • t- C 1 0:> r-t a! 1 • • •-3 1— t • ^■ in 1 CJ2 CO ® 1 • • C OJ r-l • 1-1 1> 1 CO 1 • • •^ 'it • -P 1 to 1 • • ^ in CD >, 05 o> en Cli 1 1 1 (t) CO •# in >^ (7J en 05 1 CO CO CO i.. r-l rH r-l t i I! 1 96 ■p G) (D <^ • O (0 OJ (D ifi x; ifl • M > 0) C 1-1 •H Cx"; o • •H s -P • -P PQ •H • ■H zn t> (B •t ^ • P-, x) ^ 2 Cm •H to O • Vl a; o •t 3 o • o & 1 »■ en CVJ CO Q) • fcO 0) E-< ci r-t Sh ^ •1 o ^ CD 'r' EH CV! <:; • r^ O c 4) Co CO r-l • C3 u c o o o 05 r-t I X -P CO ►J o c c 1 1 i VJ 1 1 1 a o w • -p LO O 1 Cu GO O 1 (D • • o o o o o o o o o o o o o o 00 o E-i ^ t> O C~- LO t> lO CO O 00 CM U5 C) c-'J CD CO c\; lO CD "ch CO CD i-< 00 C~ uO CO O^i CO r-l a? -^ . LO CO n o to CO 07 di • • • « to oo m • 1 , ^^ »> 1 1 CO o o o •^ m <£> cji o) c; I I I to 'J' LC (J) Oi C1 CO 00 CO M a- li << — _^ br ■I "* U> '■ g ^T -4- •—1 u r* m o 5 • o 1 II I 1 I I I 97 m 10 O ^ o • • •H PC >^. -P o C^ •> t, -P • P- .H i U5 O. CO - O 4-' (1) • CU >H E-H © Oh a o o t;-! •i '^ Oi o O OJ O CVI M ■ . [O 4J o 3 13 w c O 1 CIS O !- O hO O r-< CO o Ea U 4) • > t? M ►J <-< li -P o: fl C o hJ S • • '" "* ' o w 1 1 1 1 si 1 1 1 1 . I o o I O I I O 1 O O I O O I >» o o ri ! • • s o in o I o o I • • o o in I >-i 00 i-( I ^ o to • o o m .-1 o ■j:i • r-l CO ■Si rt • • « 01 O r-< t'i •-D ,-< .-< • 1 a 1 o O 1 o ' o lU tt o o I r-l I CO t lO I in I t- O ,-i C<1 "^ ,-1 r-l ,- r-l III I O-j O «- CSJ O c-1 <-• r-l O) Cn CTl 05 X. o • cl • • Sh t-H CO o r-l a CO CO C o 't-\ -p (i; ni -P •. (1> D-. • E -H >5 P-. • 1-1 E-i ,£3 cn uJ C CJi o to ^, -p O o o ffl o D hD D- d OS !-. O •> > • o •r o -o ■« S3 • Co CO O O r-l I oj cd CO C K o • la > [xl O CO c CO 4J o ■#1 CO O r-l o o O LO o o o o O E-1 o I to I o I CO I CO cv CO 02 C<1 r-l ^ CJ CO LO r-l CD C^J LO C^ LO CI CO ^ cn CJ I CO I O 4J 1 o O 1 o f". • o in to ^^ o o cri 1 1 <1) •^ LO >-! o o 05 J) t r-l rH TP 1 ; o o I Q! I 1 CO. > • 1 . ,

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CO 03 CD r-l t> CO CO CO CO CO CO LO CD CO t> CO O ^' CO p.. • • • • • • • • • • • • • • • • • • • • «H r-l CM C\3 r-l to r-l LO r-l to r-i ^ r-l CO r-l c-i 00 LO o ^ O r^ CM 0"- CO CD CM CD CD Si CM CD LO CO CO C- CD • CO o X) a> '°. CM' O} CO CM CO t LO t- t>- CO o CO CD ^ C ^* LO CM c- ^ >* t~ CO r-l CO r-l o CM CD CD CO CO ■* CM CO r--i CO r-l r-l r-l r-l r-l r-l CO CM CM CM • •* CO 'Si CO ^ CD CO ^ CD LO O t- C- t- CM CO c~- 00 CO o ,i3 U3 CD CO o r-l 0> C\) ^■f CO CM to CO C- r-l CM 1^ CO CO CD o ^' CO LO d CM CO CO to CD to C- CD t- d CD Cv.' CD CM r-l r-l r-l t~-t r-l • '^i CO o to ^ C^ »* o CJ CD LO o CO CM LO CD r-l CO CO CO •-3 ■* t- o a> CO co o CM ^ CM CD rH o CO c- r-l CD CO CO cc fO ^ 00 LO o CO t- CM '^ to CD r-l CD CO rH CO ■Si CO D- CM r-l r-l r-l t—i CvJ r-l CO rH r-i • 1 CO t- r-l CO LO CO t- o O 00 o c- CO t- CD o o CO 00 1 c- c- r-l C-- CO CM r-1 o LO r-l o ■^ CD LO CM CD CD ^ t- ^ co CO cu r-l r-l ■Si LO CO ^ CD PO CO LO r-1 r-< CM c\> r-l . , LO O CO CD LO 'ii CO CO CO o o o o CM C- o t- CO o o 1^ 1 ^- O r-t O CD t- CO to CD r-l o o CM CM <* CD CO r-l CD CM •^ i-t CM ^ en r^ to t^ Si to Cvl r-l r-l • , OJ t- o CO CO ># Oi ^ r-l O LO r-l o O CO o CO >* to ■p o 1 ■* <* o 00 o CO LO CM r-l O to t- o o CD o CD ^ to cc t-i si "^ C- r-l r-l CO -4* r-l r-i •• to •• lO CO t- 00 o • • o •• r-l • • CM CO • • to CD o 00 CD O r-l • u CJ5 05 CD 0^ Oi to 03 o o o o o o O o o O r-l r-l l-l ta 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # '-0 CD o 00 CD o r-l >-i (J> CTj o> cr> o O O o o o O o o o r-l r-l CO 03 CO CO 00 CO CO CO CD CD CD CD CD en CD CD CD CD CD CD r-l r-l r-l t-< : z r-l r-l r-i • • r-l r-l • > r-l r-l rH • * r— 1 r-l r-l r-l r-l r-l i •ri !i • I i }{ .' ..' .'-..4.. I 99 CD a a o o CO ,0 -a § -P c o 5 cs. 1- 1 , CJ .-^ CO 1 1 1 't • • • • ■^j 0) CM 1 CO C !0 C^ 1 CO 3 • • • • • • •-3 r-l i-H >-. r-i ^ (O 1 -n C-- .=> c^ a> CM 1 tn LO t- • • • • • • i-t tc c: CM r-l • 1-1 t~ 'O 1 r-t 00 ^. CM to 00 1 m CO • a • • • • m CO ^ CM CO CO CO i-l • CM CO to 1 C-- CO en s^ r^ << -^ 1 rH r-l ^ c! mm m ■ • • • fS-i OJ ^ CO CO in CM r-l CO r-t • rH >* CO 1 1 0^' C- ,0 ^1 10 «0 1 1 CM '^'' (U • • • t • fc t^ CM -^H CM CM CD cn • •<# CO «D 1 f-l CO r-t C LO C71 C- 1 to t- CO cS • • • • • • ►-i t- CO CO r-l r-l C\! r-l r-l • CO V2 tr> 1 1 1 c CM tn cn 1 1 1 to 0) • - • • • CM .—1 in • CM in 00 ) 1 to t> rH r-) Cvj 1 1 r-l ^^ • • • • m s CM QO CO to • to CO 1 1 r-t -p cn CO 1 1 • • • • • D CM 1-t CO ^^ C5 to ^ in «3 C^ 00 S-, r-l i-l rH r-l rH r-l cfi 1 1 t 1 1 1 ra (D CM to •=+< .n CO 0- C >^ r-< i-t r-l r-l r-l r-l 05 a> cji as cn a> cr> D r-l i-l (-1 r-l r-l • • •• rH 4J 0) ^ • w in 0) to ^ in c' • a 03 * t-i u > cd OJ d (D r-l -H >s w t: r-l CM • .H S^i -P u Cy • -P <^ PQ -H C- fl) • -H t,0 CO CJ w (D (■< •> ^. 0) ^* P- i-. ^ Oi c^ CO r-l Ci • w C « -p c K « 3 oi • c q; s ^ en ^-^ CO rH «< U fi na ■^ c •H as -p V. r-l (L OS • r^ CO c S-, 0^ tn 03 p- (S 0) u tn CO (D t^. -P •> C >. (D 0) r-l to ^ cJ -P tn 1 C Q) r w a CJ Q ^■■5 M rH Pu ^ -P a c (0 OS Q) CO 20.44 39.47 c- V}1 • CO r-l • -p co CD • • C • * • to ^1 • • c • * r-l 3 ■-a c 6 ' • * fl 3 to r-l • • • in «*' CO CM • • r-l CO • • i- t- CO to CO • • r-t CO ft r-l C- r-l CO CO • • CM C^ r-l c- * • ^ CO CM cr> m m r-t r-t E- • c Co to CO CO ^ • • CO r-l r-l CO • CO • to r-t in • • r-l c • r-t • > • • CM to CM • CO m -P 1 CD 1 CO • • • ^* •• cS ■=;}i in 1 1 CO ■* oi en 00 00 r-l r-t to CD 1 in CO r-l X! c 0) o r-l •H w -P Cl -P • •H IS a •H • o PC 0) ^< • a, CO (^ •i o • ^ w +J ^ 3 • C) CG ^ *i m (U » SiO si CO ^1 o • > bH •=^ •^ XJ lO c 00 CB • 1— 1 o crt o c w o CO 1 Oj <1> g CO M «t >s -1 .-< K a:: « -p W c M o t^ S o CO o o o 1 1 1 1 1 O 1 1 1 1 o o to O O O rH O 3 • • • • • • • • • • •4 o I-H >5 lO o o o o o o 1 1 1 1 1 O 1 1 , , OJ o o o i-H CO o o o o o o 1 I 1 1 1 O 1 1 1 1 tH C-i EH ■=:H O O O Eh 3 • • • • • • • • • • • • •-3 o ID o to o o o o o O 1 1 1 1 O 1 1 1 1 O O to CO o o C o to o o OJ c U5 O 1 1 1 1 O 1 1 1 1 tH O O r< tr- iri C) C a • • • • • • • • • • • • • • • ■-o o CO r-l o c- '^'' 05 LO 00 CO t> 1 1 1 1 05 1 t 1 1 o m r-l m CD w c- to ;>. ,-J to r-*< CO r-l ^ 03 to 1 1 1 1 C-- 1 1 1 1 o t~ rH to 00 rH in CO d • • • • ■ • • • • • « • • • • • • • o 1-1 1-1 CO CO CO rH r-l 1—1 in rH to • ^ t- to to to CO to r-l 1 1 1 1 O 1 1 1 1 CO CO r-l to CJ5 in in rH !^ r'^ f-l -D CD 1-1 CO CO 00 1 1 1 1 rH 1 1 1 1 ^ OJ in rH CD CO OJ 05 a. • • • • • « ■ • ■ ■ • • • • • • • • , -^ r-H I-H OJ f-H ^ rH r-l CO rH CD CD rH to • r-l r-^ 00 O t- CT) in -;}! 1 1 1 1 O CO 1 1 1 LO to LO t^- to CD CO rH u CD in LO CD r-l cr> 05 O 1 1 1 1 -I^ <* 1 1 1 in 05 C- ■* 1 1 1 CO r-l t- 05 CO c- in ,o Ol 00 to O to CO 00 OJ 1 1 1 1 O CO 1 1 1 t- CO ^ 05 OO to t~- CO 0) • • • • • • • • • • • • • • ■ • • • tn to to x> to r-l -^ OJ i-l CO r-l i-H OJ CO to CD O r-l r-l r-l i-H * OJ o 00 1-1 m 00 o to 1 1 1 1 o c- 1 1 1 in in c\? rH to CO 05 Cn f^ o o 00 IC --0 o r-l C- 1 1 1 1 CO CO 1 1 1 '» CO CD CO 00 ■# OJ 03 Ou • • • • • • • • • • • • • • • • • • •-3 OJ -f^ 1—1 ■vt* t> to en OJ to K O 1 1 1 1 1 ^ 1 1 t 'X> ■^ r-l O rH C- CO rH o • • • • • • • • • • • • • ■ • • • o CO CO 1-1 r-l OJ n-l 1-1 •^ r-< CO r-l to to in c- 00 ■ 1 CO o O o LO o en 1 1 1 1 to 1 1 1 o en o rH o t- '^ o > 1 o o OJ CO o t~ •# 1 1 1 1 1 to 1 1 1 OJ rH in 05 D- OO CD l>- o • • • • • • • • • • • • • • • ts; lO to r-l OJ to OJ C73 OO r-l rH C- fvj • 1 o ^ o O OJ t~ to 1 1 1 1 1 O 1 1 1 1 en to 00 to in o ^ -H 1 en to o OJ o to in 1 1 1 1 1 O 1 t 1 1 CO OJ to rH CO o in O • « • • • • • • • • • • • • • O 1-1 to «* to C^J r-l OJ OJ CD to ■=}i IT. CO t- CO en O r-l 00 to ■c in CD t- CO 03 O r^ CVl to 'HI in CO c^ t. 03 o> 0- en o o o o o o o o O O r-l r-l r-l r^ r-l r-l r-l r-l C3 • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 (U CM to .r*< in CD c- 00 CT> O r-l OJ to '^ in CD t- a 05 O r-l OO to ■cj< in CD >-" c> Oi 0. Oi o> CT. en 03 O O c o o o o o c o r-l r-l r-l r-l r-l r-l r-l CO CO 00' CO CO CO CO CO en CTs Oi C»3 03 05 Oj 05 05 05 m 05 O) C5 03 Cn 05 r-4 p-l • • i-H • • r-l r-l • • rH •• r-l rH l-H r-l r-t i-t r-l r-t i-l r-l r-t r-l r-l rH r1 r-l r-l r-l r-l T3 C • H -P c o o I II' I I- ' a n o o 1 i; II . li i •' •! » -^ •»» t'i- *- V- 9\ '!» I -4 •• • t < • •! i ■♦i- H^ I ill I Q> ft* O >-. » ci. e»i « c-i C> w to {t> • • • • . • w • a. o oj •4 ai ^ <+ '1 * t .s ■i • I.' Oi) i« • tB Q, a ■-'■• « o v:l < a a ■V) ! >*, !--,■■ ■ lilt • 1 1 1 t < t III) 1 1 1 i ' 1 • • » • '::i ^: i;, *-» -. t < .. . . , • • •# •• 1* -:: - ", -/:i-- 101 0) •H a o o 01 to T3 C •P c o o •H cr • • r-l 10 • CD CO CO CM « r-l to 1 •• ,D • • • cn c » «* •• «• c~ en rH CO CO o <* 'i* r-l CM CM to to Oi r-l CD to c in CM to CD ■e* CO • • • * • « « « « • • * • • • • « as ^ .-( to t- t- t^ v« in CO CD CD in ^}< C-- en 10 to to to ■^i< t- •=:)< CM to v-fi 'i' T-i to to to in CM to • -p r-l LO 1-1 r-4 r-l CM crj 04 t^- CM to Eh r-l rH CO CM Cj •^i* OJ t • • • • • • • • • • • • • • • CO •=*■ (-1 r-l r-l • l>- in CM ^ ^Ji bO to CJ Eh 03 Eh in C.i t~i ■--^ >> rH to a CO r— J E-i Eh Eh Eh Eh Eh r-H rH 3 • • • • • • • • • • • • •-D in «# in CM rH rH c E- CM <-* CM CO to to 3 • • • • • • • • • • • • • • • • • ►^ to r-t CO ^ CO to t- CM ■^ CD •^ en << r-i >-. t- to to CO r-i t- t- Fh CD CD Eh CM ,-1 £ 1 • • • • • • • • • • • • • • • ^. CVJ 01 to r-l r-i r-l 1^ rH CO C\J • to CO CD t- t- .-n c- 10 'rH CD CO CO t^ to in >* U c~ CV! to 00 a; CO to CM CM CM CO in CM Ci to a , « • - • • • • • • • • « • • • • • • •^ r— 1 r-4 C^J C\J CM f,0 ^ CO rH CVJ r-\ in CM C- rH rH to • t> ■s)' cc; en CT3 r-l c~- CO t- «# CM C- CO u co to ■Si t- CM to r-1 CM CO in to rH CD <# ■;t< ,-1 a « • • • • • • ■ • • • • • • • • • • ^^~ CT5 r-l tn CM r-t en ■* to to r-l CD 00 CM in en ^- , CO in to 03 CM CO in CD CD CD r-l 00 t> CO •c.n c- CO CD in CO C to r-* ^H rH to CM ^ in t- 01 to CM CO CD CO to tc CM CM rH ■* * 9 Si • • • • CM to CO • • • rH f-^ CM rH CM • '^ C\J CD tr> CO CD U5 ■Xi CM r-l '»< to r-i •-3 CD CO to to ^ CD to in CO CM C~- CO 00 r-l to CD CM d ^ t-- CO to CD to ^ '^ CO CD CO 1-1 rH r-l ,-1 • OJ t-l l-H in t- CD ^ '^ en rH CM CD t- i-H t> c~- CO CO m to CO 'J^ 0) en (U • • « • • • • • • • • • • • • • • • to to C\J to CM CM irj CM in CM in CM rH CO •^ in • CO CO cn to in c- in en CM rH «* > Tt< CO Oi to cn CM '^ in 01 << CO CM CD Eh C CO c • • • • « • • • • « • • • • • • • ^ l-l -C+H CM r-l i-« ^fl to ■ei CJ ^ CD CO ,-< CM • -p CD to CD r-l CD c- in in t^ CM m CM OJ i-l 03 CD to ■* en Eh CD to E-i to to r-l to en c ■ • • • • • • • • • • • • • • • • •• .. .. to • • •• in CM r-l •• rH to «■ in • • " to r-^ CM L rH rH CO 03 1-4 M to ':f< ■Si CO t- 3 en rH CM to ^,'1 Ih 1-1 1— 1 CM CM ^J CM CM CM CM CM ^] CM to to to CO to 03 • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 to (D t~ 00 Oi rH CM to •^ in CD t- CO en rH ^; to 1 c 1^: r-l i-H r-i CM CJ CM CM CM CM CM ^J CM CM to to ■0 to C!i CTS 01 Ol 0- cn cn Ol CD CD ■J) ■Ti i73 en 03 en 03 en .. i-l r-t r-< r-l r-l r-l r-l r-l r-l r-l -H n-l •-^ f-l rH -H r-t g >, c d a 6 u. • 3 • ^ as w Q t. P. Sh 0; 3 'TO 03 >5 C ui U C> U CM u s: ■M 4J u OS > 0) ^ ^ ?■ Q) to K) w C> (D ci « -P u Ci -C -P i> Cj CO a ■5 'O r-l fe: CD 03 -p C ;-, .H S-. C to < ^ Cj >> >> CO JO rD CD -cji • c to t3 en 03 S-. i-l r-l • >. (L t-, r-< i-. 03 3 S >^ Oh -P -P ■o to en • H en >-, 00 en c r-H r-l p. • « ^, c > as c;^ •^ S 03 6 E to a u ^ u <« (0 CO CC! •0 XI s« u > rH c ^ 03 ■P « « c c o I • 102 •p (D <3> <«H O a • t> Ki UO o jn • C) > R o M w c • c fe^ o •H • -P PQ C +> • 'H to o. •H • C • O fer ^. Ph tJ to c.) In • O •H +' • -P J-1 • a O ^ D O O . ^,§ CTl CJ E^ a bC (1) •» '^ r-l O in ^ o •a -o to C CS H|« (-< to OS 1 o w E-1 d < o J CO (i f- -p ^;§ Eh CO c CO CO o t- to (0 1 • • ; ; 1 O CO C lO r-l C; • -P CO o rj u- to o o c • • • c/.- '--> * • J o o iuu Ln <_- ■ i -( • • • < o «• >. o o o ^' '-!> z^ • • • ^•^ o ■)(• OJ a 1-1 >. C7i C O OJ • • • .• ^ f—i CD to a. 4 • o • CO O C -.^ D O O CD to CO C- CO C^J i-O CO CO CO to o O CO • lO CT) ::!l 1 o lo ■^ 1 • • ~ 1 ■OJ CV! t- to I -i* r; I • • CO Cvj OJ o o. I o x> I • • O CO I to I • o CT> rr> I I CO vj- c> a. (.0 CO -P o CO C\l CO CO Pt; w -J) X. • o f^ c 1— 1 • m c •H • c/? c o «« •H • ■;■> !^ -4-- '-fj ■ H p. • • M « o V •» S-, • Pu fe tM C' o • n Fh p « •* D C 3 o CM ^ ■-. • O Ci Oj W) VJ ci u • -.■) s^ > o r-l|vl' Cj •^-i P c o A' crt +5 o u v: o « OJ 1-) 1-1 X. •H -p TD t= n t,. C) 4~ - O .-1 o C\i O O 1 O O 1 • • t o 1 o • O 1 O 1 • CO • • u 33 o o in o to OJ O CO o - • • • i • CD O 1 O O 1 • • 1 o 1 rH • r-l CO 1 r-l 1 « — 1 en • • CD to r-l O C- O O r-l CD Cvj CD C- 1 -V r-l 1 1 o 1 <^ • C 1 t- 1 • o • CO CO .J OJ r-l r-l ^" • a! Pm O ITj C- CO Oj <# T^ O t- --H » • • • • CO r-l to to ^l^ CO CO 1 o ci 1 • • 1 o 1 t> CT) O 1 r-l 1 CO* CD CD • • 1- . •># O: to r-l C. O CJ <0 r-l O • • • • • •^ CO 00 CO CO OJ 1 • • C-- CO 1 rH 1 t> O 1 to 1 • t-- t> • • o c lO CD t>- .:o ^;^ r-l 1-1 LO r-l CO O O 1 .0 o 1 1 1 1 1 LTj O to if • • <' OJ to CO • CM r-l C- r-l c~ • c f o c: '-^ o 1 in CO r-l o • « • • cr> o 1 CO X 1 • • 1 1 1 1 c OJ to o • • to ■cf • r-l o c 1 o n t> o 1 O O CO t- O CO 1 O t- 1 1 1 1 1 D O ■--: O • • CT) CO • O fJ r-l .^ o in CO t- o Cj o o o O c 1 1 1 1 1 •t< LC CD t- CO o o c o a O) a> 'ji cr.' r-l r-l r-l r-l rH r O r-l CM — 1 rH r-l 1 1 1 31 O rH D rH rH j> .J> r.i -1 rH rH CO ■-,+< • rH r-l r 1 1 CM to > <-l r-l r (Ti rn - rH rH r O CO -1 r-l 1 1 : en -1 rH 7j cr> -1 r-l w S-, cci c> >> CO I-, • o 3 tv. C

  • -. bl) 3 t. OA S-. a/ U > T c ,CC -P rH a. CT' 0) r; o w m a c 5 O •a eft O r-H cn 0) B. u o rH (U oi to C5 Ih ID C c;-H cc >, «C3 rH O -P c o .P -r—^ c a I III: ' I ; I I .• • . • 1 o 1 1 : I III ' I I 1 I ; I I I* I I I I.'.... { ■ -1 103 o (-; •H o o ^ ^ o O o o > G w • o CD Xi O • c CO l-H •> c to o -p -P •» .H • P^ o CM c; Si • p, E-. •> O CD r-H K> 4-> • c 1 o 1—1 -P -P •H i-i a o _« x: r-l ^, o a. p: o .-j • • " ■ •• t> O CD CO o CO O C- lO CO "^ "* w 1 • • • • « • • cJ 1 'i- to G) 03 '-* r-l CO 1 <» CD CM •# CM CI « CO CO • i -p c- O O CD O o ^ D. «5 o o t~ c C-H t- CXJ 3> • • • • • • • 1 00 O * i • »?< o o CM ># o o 1 0) '■0, t- o T^t CM O o o 1-1 3 • • • • • • • • ■-» o « >■.' CV2 o o o o o o r-l o o o O fr^ o o o 3 • • • • • • • ^ o * U) 1 o c o o in o ^ C , o o LO O I-I o ^+< :i • • • • • • • •-J o C-J LO Ci o O) 1-1 •# CC >5 1 c- c^ r-l C- ^o 03 t- ^ 1 • • • • • • o 'D c- CM • 1 c- «3 CO CTS O CD CO u 1 CJ t> O '^ fi O CO a. • • • » • • • ■'^ OJ CM 1-1 ^ 1-i , to CO CM 0> rH LO in M 1 Tj to lO CD tn CO CT) Cj 1 • • • • • • • *^~' o 1— 1 t- •^ CO 1-1 CD ':i< t^ • CO is: CJ5 rH ri* ^ ^ rC; 1 C-- O cn CM C% Lii CM 0) 1 • • • • • • • r. 00 CD CM 1—1 CM ^ rr\ ^ CJl 1-1 r-l CO C\3 • 1 ■/.■ CD o in t- O Oj c 1 • • • • • • • td o ^ CO CD CD CJ t^ r-l 1 • 'i< r— 1 CVI CC' CC O o o 1 'O r-< ^- t- CD ^• 'X) ® 1 • • • • • ■ • o I- CM CO CM r-l to CD • o ^ to O ^ Oi t^ !> 1 o en o t- s-. in a, o 1 • • • • • • • '^ o CO CM rW CO 1-1 ! 1 • t- o o o> CO in a. -p 1 ^ O ^- CM r-i t- CO o 1 • • • • • • • o o * CO in •^ CM ^ ^ c; 'J* ■-0 CD t- .0 03 o ' — * U O) o> CD -^ (Ti CD O CS 1 1 1 1 1 1 1 CO (D CO >* IT CO t- CO Oj G ^ (y> a> a a> 'j^ O f"-) Co CO CO ri CO CO CO CO r^ r-t 1—1 1-1 i-i r-l r-< •^ ^SH C./ U U'j e c fw 0) ct; c CD CO o o CD T) O • H ^1 C) D- f-, O i;-i to a) hU 05 u a) > c • >i T; 1—1 1) ^ -P -p Ci C Fi o •H S -P I.J Ci3 /--^ o o CW^ • o « 0> o U) •-.'■ <* o a • M a- c rH •H f c o • •H ^^^ +■> C^ • -P P' •H C • ■ H C/1 O ,-. •> ^ • P^ li-< CO o • in 04 -p W •* 3 • O !=^ ^ CNJ ■a • ^'o F-t ;[ u •t pi C- > • c T- o r; CO cJ -■i; . 1-1 C: • s fe- c to • '■• f-^ o CO CM -. O -(J c '* ■♦• • < • • a o CM M '^ ..-s 1 t • (1) 1 1 CM to CO « JJ in CJ o D. CO CO o o • • • CO o • o CO o '■X o to o 3 • • • ^■^ o j-^ o o o r-l' <-l o o 3 • • • ■■2 o to 1 in o o »^ 1 o o o d • • • •~j o f~. , to CO CM 1 c^o o OJ *^ • I-I • • • CO CD CO S-, 1 v+l CO OJ c 1 • • • ■■■^ o r-l • 1 r-l CM ^1 u 1 ^ CO CM Cw • • • "" C^i in CO . 1 CJ CM o rC' 1 "d* Ol o c> » • • 0^ r-l • t in '^ c- c 1 t- OT r-l uj • • • ■-3 r-l cn r-l • c~- CD CD O 1 CJ3 cr. CD t^ 1 CTi .03 1 C3 1 0) CM CO ■* in >1 03 CJ5 03 03 00 CO ;o CO r- \ r-l r-l r-l I • u • '- -:> -let 11 .1 m-^ •'■■ %> • -to !- . ] I ! t I 1*11 104 X o >^ o. ex s! -P o (U tM • o (0 00 A "d* • HI t> ^ 3 • u. h t;-, •H 'Ch o -IJ c • w O ft; -»-' C) f4 •i 3 • c m a t: fj CO •-S (1) flj i-H • t!i ,o E-i ci Ci ^ H •» ct> w t> OJ <■; • T. o C j 1 -O CJ t 1 • • f^ ■ r-t r-t • «3 Cv) U 1 rH C- P- 1 • . cr> rf 1 1 1 ij CO ^ LP >-> cr> cr> a 00 CO CO r-l r-l 1— ( -.) ^ P c M c •H f^ o •H • -P +^ C^ a) -P o •rt <;h t •H CD O r-l « t> ^H C\J C- c ^ o o •H -p m Cl p > C <]> 3 r-( P W M 1 •^ 0> w EuO ^ C -1 t. 1-1 o > > « '-1 o H Tl o C M C-. > r-l C C c tn ai P CO •\ >> 1—1 X -p c o •• •• •• • • •• • • • • • • •• • ■ •• • ■ •• • • • • .. .. p c- (J> -H '.p LP c- o o o r-l o 1-1 •* CJ CO CO (Tj a> 05 Cl CJ c- « o CO CO c- oo o CJ CD ^- CO P • • • • • • • • • • • • • • • • P CD IP 'X) c> to • H IP CO CO t- oo IP ■* •rf CM IP tr. • ■P c: IP o o o o CO o o CO CO o t- O 01 D o CO o o o ■^■?^ c o en o o E-i LP r-l o .-I o Cl o r-t r-i * • •-H c o o 1-1 o o o CO o CO o o CJ O r-l D Cv] o o r-l to o o c 1-1 c CJ CO o CO o r-l •^, • o • • • • • • • • • • • • • • • >, o CJ o o o l-< IJO CD o 00 LP O r-l (-1 o to i^y o o CJ En t-l j; o E-I o o f^ o r-l d • • • • • • • • • » • • • *~Ij o * o o o o o o o o CJ Oi o o o o o r-l C o o o o o o E-I o o o o o o o o o 3 • • • • • • • • • • • • • • • *^ o >. CO 1—1 o ;o — l; o CD r-l C\! to r-l 00 r-l O tc P 1P> • o CO • o • r-l • • o • o • r-l • tH • r-l • r-l • r-l O • • • • -f •-P o CM o o o CO o •^ o C-- r-t o o CD U o CO o o o o CJ 1-1 o o LP CO r-l o o r-l O- • • • • • • • • • • • « • • • • ■■-s o r-l • P, 0^ to IP to o to CO o CO o CJ o t- CO o to <£ r-l r-l 1-1 CO CO LC CM r-l l—l r-l to r-l CM CO O CO S ^ • 1 — t • r-l • r^ • • • CO • • • • • • • r-l • • 00 ■■•f o 1-1 cr> CO o CO o 00 o CD 00 o tC' ^ t- U5 ^ fH CM o CO o LP ^ O 00 O CD i^ CO 1— t 1-1 1—1 CM r-l r-l • t- c^ CO to C! t^- 05 c c- o o CO t- CO CM '^f c oo CO f-< f- UP CO CO o IP r-l c- CO IP 1-1 O CO c • • • • • • • • • • • • • • • • ►^ c-H CO 1— t r-l to CJ CO r-l r-l • o Ci o o o 1-1 CO o CD CO -# CO O LP CO O "# o o r-l :^; o Eh o o r-l CO o CO O ^}< CD a. • • • • • • • • • • • • • • « i— ' o CO CM Cv! r-l r-l • o o CD CJ o ir; t- o o CD LP CO o C r-l CD > o 00 CT> r-l o CO r-l o o Cj l—l r-l o O CO ■^ o • • • • • • • • • • • • • • • • ■^ o CM r-l • ■p o o o ■^ (T> o CO CD o IP CD o Ji fi O C- o I-I o o CO to o CJ 1-1 o o r+1 o CO C LP to o • o • • • • • 1—1 • • • • • • • •• • • • • • • • r-i • LP CO t- 00 Oi o l—l CJ CO "# LP CD c- 00 CD ■^ o o o o o r-l r-i I-I l—l I-I I-I r-l r-1 r-l r-t ;, 1 1 1 1 1 1 1 1 to CS - Cj Oi Ci Gi 05 CJ5 o-> m Oi en a> o CD CD CD P C P ® CO c p ■p c p — (• ' , I t I • I -3 I 105 Table 40 Monthly and Seasonal DiEcharp;es at Gaging Stati ms All the gaining stations for v^'hich records are presented are on the Mojave Pdver and its tributaries. The monthly and see.- sonal discharges at stations maintained by the Arrowhead Company were calculated by the Division of Water Resources from discharge measure- msnts, water stage records and other data made available by the Company. Daily discharges calculated from the same do.ta are presented in a separate report. Monthly and seasonal discharges at stations maintained by tho United States Geological Survey are from "fe.ter- Supply Papers and unpublished records of that organization. 106 a) o cS f-l o o o 0) > o W W o o PQ o -p (D (D O CO u to •r-i -p s o 1-1 c6 1 O 1 ■p 1 << 1 O r-{ E-t • -P ^ a, • (f o o o w I— 1 • f, CD CO p • • <: iH O rH K^ CD in O) rH • • • P CO I-H CD *~^ (0 I>- 00 ^ • g • • • >= CO to Ol p ^ rH rH aS p. to CO CD o >s • • • _0J t- CIS O TD u-j CO ctf t. ^H • "tH Co CO W CO CO lO <* CO 1-1 w TJ t^ o • o u-J c ,Q • • © 0) c- CO w fn p^ LO rH 1-1 1—1 I-H 1— i •< • 1— 1 CO fl « < aJ t- OJ CO ■^ CC rH O i-H • CO iH o • • 1 03 CO O 1 PI iH I-I • > I>- CD 1 o • • 1 '-^ ^ CD « -p- 1 CT> 1 o 1 • 1 O W c CO •* lO o Ol Ol CT> CO 1 1 1 ctf w CO 'J^ Gj CO CO CO CO • • r-H rH 1-1 •• •• •• •• • • «■ eH C\J CO 1 -p (M ,-i o r-i LP ch • le~i -". •p m p.l • (U o o w 70 ^ • ^ • Ol CM 3 ■ • <1 o o « •l • >. £>• 00 1 1 ^ I-H • • 1 1 P o 'i' 1 CO '-O • Eh •1 CT : =; ■Xi t>- •-t • -3 7-H '^ a O P. ^ 6 o CO 00 5 • • • _ai ^ LP CO fil TD ■-1 ■* ^ oi S • CO o M O u • • W t, C■^ <-i c- CO W $-, O ^ • • • •• (D - a! pi •iH ■ r-\ CD •-H o • • • I ." 0) CM ■* o (D O CJ t.O ^ Si c-* • f-^-^ O > CO o •H ^ O o o ■a >. rH • -p 4^ o C o o o o O S C ^ LP CO o Oi c:^ n 1 1 1 03 CO "* LP Q) en CT> CT> CO CO 00 00 •• rH • • •• r-{ rH • • •• CO « CM E-H >1 • " 03 (D Pj CO g d a> •H ^ « o W u W ;-i ►-M > '^ CO rH • • :3 o o o >-3 ® CO CO CO r • • • .-• w CO o '-J CO ^ ^ K'S • • « .^. t~ a> CO I-I • CO CO 00 ^ • • • P. LP CO ■^ < r-i a> • rH o ^ » • .ili o LO LP ■* 00 i-> l-i • 00 t- rP • • o ^ o ^ P-. OJ o • >* t- rj • ♦ CJ CO o CD *":j CM • cn 00 C" • « Q) .~o CO 'i' P» rH CO • > 1 CO CO O 1 o • ^ r-i I-I • -p 1 LP o 1 • o r-i o ;:: ^}< LP CO p Ol a> Oi CO 1 1 1 C6 M <4< LP CO 00 00 CO rH i-i rH 1 ." l II « N ^ tr 107 (0 pi a o o ^ Eh (D O ■P o ■ H -P O •1-3 p > i o "^ X, " w •£• o fl o -P a> • • CO CN5 a: ,-1 i-< ID P. 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CO CO CO CO ; ' "^0 C- :0 CO rH a r^ 000 s UQ CO ^- CO CT) rH 00 CO ■* Si CD C- CO 03 rH en rH ■^J to ^ ■ (0 cd 00000 1 1 1 1 1 r-< r-K r-i ,-\ r-f 1 1 1 ■ 1 -H rH r-H r-H rH rj 00 CO CO to to CO ■ ■ 1 ■ 1 1 •<* W CD C^ CO 1 1 1 1 1 03 rH CO c:! 'i-i LO :d ^ 00 03 CO rH 1 1 i a> 1 1 1 -H CO CO (D 00000 C) T-{ r-< r-> r~l -H rH rH r r-l -H C\3 CJ 00 t-O iLO CO CO CO CD o) en cji en cn en en 33 c; n cn en 0. en ~) 03 03 Ci 03 jcn U3 en c-H rH r— 1 rH rH 1 1 r-\ t-{ r-i r-t ,-* I -HrHrHrHrH -H rH rH rH rH rH rH rH L. Table 42 -IISCELLANEOUS DISCHARGE MEASUREMENTS By courtesy of F. C. Finkle 123 ! [Discharge Dat e Stream ; Locality [ sec. -ft. Mar. 27, 1905 jMoJave River :South line of Rancho Verde, ; south line of Sec. 36, ! T.5 N., R.4 W., S.B.M. [ 168 Nov. 21, 1906 Mojave ! River :At Kancho Verde Upper Diver- ! sion, in Sec. 25, T.5 N., : R.4 ?[., S.B.M. : 11.1 Nov. 26, 1904 Mojave Ri^er Upper Narrows (Vi otorville ) [ 24.0 Mar. IV, 1905 ! Mojave River [Upper Narrows (Victorville) [ 1090 Nov. 21, 1906 Mojave River iUpper Narrov/s ( Victorville) : 39.0 Nov. 26, 1904 .Mojave River ! Lower Narrows [ 41.0 Mar . 13, 1905 Mojave River Lower Narrows [ a 15900 Mar. 27, 1905 .Mojave River :Lov;er Marrovfs [ 234 Nov. 21, 1906 Mojave River [Lower Narrows 49.7 Mar. 13, 1908 ! Mojave River [Point of Rocks gaging station below Kelendale [ 111 Mar. Mar. Nov. 13, 24, 22, 1905 1905 1906 Mojave .Mojave Mojave River River River /Point of lava mountains, ' C -g mile west of Barstow [ b 3200 278 [ 3.0 Mar . 25, 1905 Mojave River [ Below diversion of Mineola Cut, opposite Yermo 235 Mar. 13. 1905 Mojave River (Last bridge :v Union Pacific ■b 1840 lar. 26, 1905 Mojave River ( R.R., 40 m-' If^s below [( Daggett 47.5 Nov. 20, 1906 Grass Valley Croek .Above Coles Diversion Dam 0.6 Nov. 27, 1904 East Fork Mojave River Arrov/head gaging station 2.3 Mar. 28, 1905 East F' :irk Mojave River g- mile above junction with ' Wecjt Fork 165 Nov. 20, 1906 East Fork Mojave River Arrovrhead gaging station 7.8 Nov. 27, 1904 • V/est Fork Mojave River Arrovrhead gaging station : Mar. 13, 1905 West Fork Mojave River 300-500 feet below Arro-whead , C13500 gaging station ; Mar. 28, 1905 West Fork Mojave River Arrowhead gaging station 96.7 Nov. 20, 190o : West Fork Mojave River : Arrowhead gaging station ; 0.4 Dec. 21. UOv . 'liest Fork Mojave River 200 feet above Arrowiiead 27.2 i gaging station : i 124 Table 42, continiied MISCELL-'J^EOITS DISCHARGE I.IEASUREIIE!: TS :Discharge D-ite : StreEun Locality sec. -ft. Nov. 27, 1904 iliesperia Ditch .Near waste gc': in Sec. 7, T,3 N., R.3 '..'., S.B.M. 2.5 Mar. 28, 1905 :Hesperia Ditch ! Opposite forks of Mojave River in Sec. 16, T.3 N., , R.3 W., S.B.M. : 1.9 Nov. 20, 1906 Hesporia Ditch Near waste gate in Sec. 7, T.3 N., R.3 W. , S.B.M. : 2.7 Nov. 21, 1906 Rancho Verde Diversion Fli:uae from Slough on vrest side of Rancho Yerde at bridge in Sec. 14, T.5 N., . R.4 W. , S.B.M. 1.5 Nov. 22, 1906 Cyanide Plant Tumping Diversion from Mojave River At culvert in dam at Cyanide Plant about 1 mile above Barstow. 0.6 Nov. 22, 1906 Inflow to Mojave River Waste ws.ter from Cyanide Plant entering river. 0.1 Mar. 25, 1905 : Mine la Cut Diversion ; from Mojave River Opposite Yerm.o 2.5 ^ Mean of three sections to high water marks calculated by Kutter's Formula. "^ Calculated from high Tjater misrks by Kutter's Formula. ° Mean of six sections to high water marks calculated by Kutter's Formula. (I fi 125 I Table 43 Records of ^"ater Levels at Wells The wells for '.vhich v;ater level records are presented are in or near the area influenced by the Mojave River. Unless othermse noted the measurements were m.ade by the Division of Water Resources or by the United States Geological Survey. 126 Tp;:.1o 43 U-1 Olive, formerly ''Test Location and descri:-!tion: SoutV-eost corner of NW; , of JIE^ , Seo. 13, T . 3 "N .".T'.TT.T.T. B".~ M, oiTtoD of^ blu^f at west side of road from v^est Fork saddle to bottom of Tclnnis crossing. Use: Domestic. Feferenrie T'oirt: Ton o-*^ 2" x 12" board cover on well r.,t ground level, ^ievation of reference point; 3012. ii. nate r^ay If, i:-22 Jan. 11, 1923 Sept. 27, 1S23 Oct. lb, 1923 Dec. 6, 1029 Far. s, l£/30 Apr. 1, 1930 Apr. 21, 1V30 Dec. 11, 1930 Jan. 27, li31 * Me^ surement frnm Dist. i.'^. to water surface G9.G 65. 6 71.9 69,7 0-.9 50.5 79.3 ■^8.7 61.0 79.8 W. P, Rcwe. rip.te rnr. 4, 1931 ¥&y 1, 197.1 Nov. 15, IT'-^l J an . ", 1^32 T^eh. 20, 1932 far. 18, 1932 June 9, 1932 /us. 1932 Vov. 3. 1932 Dec. 14, 19-^3 Dist. P.'D. to ■Vater surface 79. 78.0 68.7 81.9 80.1 79.3 77.9 7fc.8 84.8 89.7 |in!n lT-2 Page Location and Descriotion: '"iddle of south line S^ 12, 3 T^L F.4 '7., S. ^.^.''- ¥., near orange colored l-OMses betpweon ed:e of bluff and road to LaVe Arrowhead. TTse: Domestic and Irrigation, Reference "oint: Concrete ^loor level at averafce ground elevation. ^levation of reference noint; 3012,1. Dist . P.P. to : Dist, P.P. to r.nte wa te r surf ace r 'ate : water surface Dec, 6, 1929 92.8 Wov. 13, 1.'31 : 94.0 Jan, Z^ , 1931 C7.8 Jan. 7 1932 . C9.9 Mar. 4, 1931 ^26. e Feb. ?n 1932 : 87.1 ».'av 1, 1931 8H.6 "ar. IC, ir32 : 86.0 July 2G, 1931 8-^.1 ' U iT . s. 1932 : 8-^.8 127 U-3 Ta'ble 43, continued Martin Mclnnis. Loc ation an d Description; Wear northwest coi-ner of SW-^-, Sec 7, T.3 K., R.3 W.T SwH.B.t^: M. , on past side of Mojavo River at Upper or Mclnnis crossing, 12 feet wor.t of ditch. Use: Domestic. Ref orence Point: Top of 12 inch spiral wrap casing level with average ground. Elevation of reference Doint: 2953.1 Dist. R.P. to Dist. R.P. to Date water surface Date water surface Feb. 26, 1917 *7,5 May 1, 1931 9.4 Jan. 15, 1930 29,7 July 28, 1931 17.4 Mar. 5, 1930 12.0 Oct. 1, 1931 26.7" Mar. 17, 1930 11.2 Nov. 13, 1931 30. dry Mar. 22, 1930 9.G Jan. 15, 1932 12.2 Apr. 14, 1930 7.3 Feb. 19, 1932 7.4 Apr. 21, 1930 8.2 Mar. 18, 1932 7.4 Apr. 30, 1930 7.6 Apr . 19, 1932 7.2 Jan. 27, 1931 19.3 July 7, 1932 8.2 Feb. 12, 1931 13.4 Nov. 3, 1932 24.8 Feb. 20, 1931 11.9 1 * Mojave River Commission Report. U-4 Location and Description; Near center of SE-4, Sec. 12, T.3 N., R.4 W. , S.B.B.5- F. On west side of Mojave River just above Mclnnis crossing. Use: Stock windmill. Reference Point ; Top of 2" x 12" cover on concrete pit 36 inches in diameter. Elevation of reference point; 2955.4 Dist. R.P, to Dist. R.P. to Date water surface Date wt'ter surfpce Dec. 6,1929 25.9 dry May 1 , 1931 ! 8.4 Mar. 8, 1930 8.4 Aug. 4, 1931 ! 20.8 Apr. 1, 1930 8.3 Oct. 1, 1931 : 27. dry Apr. 12, 1930 8.1 • Jan. 7, 1932 8.8 Apr. 21, 1930 6.5 Feb. 20, 1932 7.6 Dec. 11, 1930 15.1 Mar. lii. 1932 7.8 Jan. 27, 1931 14.3 June 9, 1932 : 7.5 Feb. 20, 1931 8.6 Aug. 9, 1932 14.9 Mar. 4, 1931 8.7 Nov. 3, 1832 25. dry ♦ v*. f t-' 128 Table 43, contiimed IT-4A Willi«in P. Lang Location and DescriDtion: Tear south line of S^{ , Sec. 1, T.3 V., F .4 '/■. , ^.'' .^J '"^ "^est of U-4 and near county rord. TJpe: Irrie;ation. ppferenoe ^oint: Top of 2 inch curb at southwest o^rner 2 feet a^^^o^'e ground . T'levation of reference poirit: 2942.1. Date Jan. 7, 1932 Feb. 20, 1932 far . le, 1932 T^ipt. ?.". *-o water surface 17,2 12.4 14.3 nate June 9, 1932 /ug. 4, 1932 ITov. 29, 1932 Dist. F r. to wpter Rurf ace 16 .4 21 .3 48 .7 U-5 Location and '^escriotion: Fear center of east line cf .T'^'-I , Sec. 1, T •Tl'TT R . 4" ~. , 'S'.~^. ^.f- M . , at foot of hill near i^tendrick's north line. Use: Test well. Reference T^oint: Elevation of reference noint: 2S29.1 nate Jan. Fay 31, 1913 30, 1917 r>ist. F .P. to water surface * 27.2 + 12.1 Date Jan. 27, 1931 Dist f .r. to water surface 26.2 dry * Arrowhead feser-^oir and '^ower Co. records. Lowest and highest observa- tions (i"ar. 1909 - Feb. 1920). F.v.U.S.L. Testrrell No. 1. 129 Ta^le 43, continiied U-6 Location end Description: Lau<^blin ^'itcb. Fef^rence Poirt-. Too of 12 inch cnsing. y, Spra^p-er of Wnh Fear center of east line of S.W.'-: /Sec. _6, "ast side of Fo.1a'''e River at her.dfnte of ■^lR'"'ation o^ ref'~renr;e point; 2929.3. ■ Dist. F.^. to nate water surf ace riate /.pr. 15. 1915 * 6.5 Feb. 20, 1531 Dec. 28, 1917 * 28.3 May 1, 1931 Dec. 192P 27.0 Aug-. 4, ir31 / or. 2, 1930 3.0 Oct. s. i;^;^i /or. 14. 1930 2.9 Jar. Ih, 1932 /pr. 21, lc30 3.0 -'e^. 19, 1932 Apr. 30. 1930 2.9 : -'ar. lb. 1932 Jan. 2-^. 19 "1 9,^ , rl ry ■ Ivr. 19, 1932 Feb. 12, 1931 3.9 : July 15, 1932 Dist. R.^. to water surface 3.5 3.4 26.7 27. dry 4.b 3.0 2.8 2.8 10.7 * Arrowhead Reser"oir and Power Co. records. Highest and lowest observa- tions (Feb. 1905 - Apr. 1930). Fornerly Old ^felsh Place. U-7 Booth and Argus Location and Description: Fear center of east line of I?E-i of WHi-, 'Sec. 1, T.3 r~."T.T Tf. , '^.^.'^J- r. old puFping plant in bole on east side of road to Lai-e Arrowhead, above concrete house at bend in road. reference ^oint: Hole in suction for vacuum gage 5.0 feet >ielow averare around • Flevat ion 3f reference point : 2921.2. 'dT st. F.^. "to"""^ : Dist F. n 'to. Dat a Vy'a ter sur^ ace nate : water • surf ace Jan. 16. 1930 2G.9 Jan. 27, 1931 18 .2 I%r. 17. 193C 28. 3 i."ar. 4, 1931 19 .0 "ar. 22, 1930 2l.O Fay 1, 1931 19 .1 .^pr. 14. 1930 13,4 July 2e, 19.'^1 14 • b 130 Ta^.Dle 43, co-.tin\ied U-7 A Location find D escrip t ion: In W.4-, ,^ec. 1, '^.7, F., P. 4 ". , "^'.".^-.f- ''. '■findmill on hill at house on west side of road. Use: Dor.estic. P eference Point; i^dge of rutor.obile hood around cn.sinr le"el '.vith top o"^ iron foundation leps of 'vir.drtill, 1.6 feet above f^round. Elevation of reference point: 2948,8. Date J an . 27, 1931 May 1, 1931 Jan. 7, 1^32 T^ist. F.'o. to v/ater s'^rface 58.4 50.7 5-^.0 Date Feb. 20, 1932 May IG, 19:^2 Dist p.". to "rater surface 42.6 3G.3 U-8 Lpurhlin I.ocaticn and Description: Pear northvirest corner of SE:. , Sec. 31, T.'4ir .T~3~iT.",~ T.'^.T.^- K. Peference Point: Tod of 14 inch casing with concrete nlug 2 feet above average ground, ^levation of reference point: 2.;1&,5 Dis t. p.^. to Date wat er surface Jan. 2c, 1905 * 44.3 June 3, i:o9 * 14.5 J an . 18, 1930 43.2 Jan. 27, 1931 41.2 Date T'ar. 3, 1931 ray 1, 1931 July 2!.,, 1931 Jar. 15, 1932 Dist. I .■^. to water surface 36.2 37. C 34.9 3£:.9 * Lowest and highest observations (^^ec. lb'04 of .Arrowhead reservoir Co. 'r. 1914) fron records 135 Table 43, continued U-16 N. F. Marsh Locfition ^.rd Description: Near center of south line of irw^r of SEx» Sec. 20, T.Tn., R.3 W. , S.B.B,*- M. In pump house north of Hespcriri - Bear Valley Roid. Use: Irrig.\tion and doiriostic. Reference Po-int: Out'-:r edge of liV inch water line at union. Ele-ration of ref eri ncc point: 2971.0 Dist. E.P. to Dist. R. P. to Date water surface Date wnter surff'.co Jan. 28, 1931 121.4 Mar. 30, 1932 121.5 Mar. 4, 1931 122.2 Fay 5 , 1932 118.1 July 28, 1931 123.8 July 15, 1932 115.1 Jan. 15, 1932 124.8 Sept. 13, 1932 116.2 Feb. 19, 1932 124.6 Kar . 3 , 1933 120.1 Mar. 18, 1932 122.6 Dec. 21, 1933 121.4 U-17 W. 0. Wade Location and Description ; In southwest corner of NEi- of NE-?-, Sec. 21, T . 4 N., R.3 W. , S.B.3.& M. Use ; I^ot used. Reference Point: Top of curb at ground level. Elevation of reference point: 3100.5 Dist. R.P. to Dist. R.P. to Date water surface Date water surface Mar. 1, 1917 * 342.0 Ms r , 25, 1932 256.8 Jan. 9, 1923 ** 247.6 Apr. 29, 1932 255.6 Jan. 31, 1930 255.7 June 2, 1932 254.1 Dec. 17, 1930 255.0 July 20, 1932 253.0 Mar. 10, 1931 255.7 Sept. 13, 1932 253.0 May 11, 1931 256.6 Mar. 2, 1933 254.6 Aug. 4, 1931 257.2 Dec. 21, 1933 255.4 Jan. 20, 1932 258,0 May 17, 1934 256.5 * Mojave River Commission Report, ** Measurement from ''T. P. Rowe . r o- ■■ 136 Table 43, continued U-18 M. Pudelson Location nr.d Description ; In southeast corner of Sec. 10, T.4 N., R . 3~w77^rTr¥rTT^ Use: Irrigation n.nd Domestic. Reference Point: Top of concrete pump base at hole in tin at sf.utheast corner 1.1 feet above floor. Elevation of reference point: 3092.1 Dist. R.P. to Dist. R.P. to Date water surface Date witer surface Jan. 2b, 1930 251.0 iiug. 4, 1931 cD^ • u Dec. 17, 1930 251.7 Jan. 20, 1932 ; 252.4 Jan. 27, 1931 251.4 Mar. 30, 1932 252.6 Mar. 10, 1931 251.8 U-18 A Location and Description: In northeast corner of SE-g- of SE-?;-, Sec. 10, T.4' K., R.3 W. , S.B.B.& M. ' One quarter mile northeast of U-18. Use: Not used. Reference p oint; Top of 12 inch casing 1.0 foot f,bove ground. Elevntion of reference point ; 3078,8 Dist. R.P. to Dint. R.P. to Date : water surface Date w:\tcr rurface May 13, 1931 238.6 June 2, 1932 239.1 Aug. 4, 1931 238.0 July 28, 1932 239.2 Jan. 26, 1932 : 259.0 Mar. 3, 1933 238.5 Mar. 30, 1932 239.2 U-19 E. D. ^. Pope Location and Description: Hear southwest corner of MJx of Sl'J^, Sec. 1, T. 4 11., R. 3~. , S.07& n. Reference Point: Top of concrete slab, 0.4 feet below ground. Elevation of reference iioint: 3044.0 Di -4- S L . R.P. to Dist . R.P. to Date wa ter surf' ce Date water surface 31, 1930 202.7 Mar. 30, 1932 Jan. 203.7 Deo. 17, 1930 202.4 Apr. 29, 1932 1 203.2 Mar. 11, 1931 202.8 J une 2, 1932 202.6 May 13, 1931 203.5 > July 28, 1932 ! 202.4 Aug. 4, 1931 204.2 Mar. 2, 1933 202.4 Jan. 26, 1932 204.2 ht. 137 Table 43, continued U-20 H. E. Walsh Lo cr'.tion p.nd D eF.cription; Near southwest corner of Sec. 6, T. 4 N., R . 2 W. , S. B. B. '&~ir. Use: Not used. Keference Po int; Top concrete floor of pump house. Ele->rr,tion cf reference point: 3133.2 Dist. R. P. to Dist. R.P. to Date water sur^'ece Date water surfrce Feb. 13, 1923 *283.5 Aug. 4, 1931 289.4 Jan. 31, 1930 287.1 Jan. 26, 1932 289.4 Dec. 17, 1930 287.7 Apr. 29, 1932 289.4 Mar. 3, 1931 289.0 . July 28, 1932 289.5 May 13, 1331 289.0 * Measurement from P. Rovre. n-21 J:, B. Sheridan Location and Description: In southv/est corner of Sec. 5, T.4 N., R.2 W. , S. B. B. f M. Use: Not used. Reference Point : Top of 12" casing 2.5 feet above ground. Elevation of reference point; 3085.5 Dist. R.P. to Dist. R.P. to Date Tvater surface Date water surface Feb. 13, 1923 * 232.8 Aug. 4, 1S31 236.7 Jan. 31, 1930 235.7 Jan. 26, 1932 237.1 Dec. 17, 1930 236.3 Apr. 29, 1932 237.2 Mar . 3, 1931 236.5 July 28, 1932 237.2 May 13, 1931 236.6 Mar. 2, 1933 237.2 * Measurement from YL P. Rowe » U-22 A. L. Martin Location and D<;scriDtion: Near south line of SEx of NEx, Sec. 5, T.4"lfr7'R.2 W. , S.B.B.^- I''~ Use: Not used. Reference Point; Tod of casing at ground levr.l. Elevation of reference noint: 3043.4 Dist. P.P. to Dist. P.P. to Date water surface Date water surface Jan. 31, 1930 181.8 Jan. 26, 1932 182.8 Dec. 17, 1930 181.9 Apr. 29, 1932 182.4 Mar. 3, 1931 181.8 July 26, 1932 182.2 May 13, 1931 181.9 Feb. 17, 1933 182.4 Aug. 4, 1931 182.0 138 U-23 Tatle 43, continued C. W. McLcster Location arid De scription! Near center of south lino of KEt^* Sec. 19, T.4 11., R.3 IT., S.TrB.^: ¥. Refercnco Point: Top of 10 inch casing under cln.mps and c;f'lvfinized iron, 0.5 foot below concrete curb at nverr.ge ground. Elevation of reference point: 2890.0 Dist. R.P. to Dist. R.P, to Dr:te ■•.vf.ter surfr.ce Date water surface Feb. 26, 1917 * 22.7 Jp.n. 15, 1932 38.2 Jr.n. 20, 1931 34.8 Feb. 19, 1932 28.3 Feb. 12, 1931 35.1 /iDr, 19, 1932 18.3 Feb. 20, 1931 35.1 June 2, 1932 17.8 May 1, 1931 35.9 : Sc-pt. 13, 1932 27.6 July 2G, 1931 37.0 Nov. 3, 1932 30.0 Mojave River Coinrission Report, U-25 M. ?Tu gV.es Location and Description: In northeast corner of .W-|-, Sec. 17, T . 4 H., R.3 W. , S,3>..& M. Reference Point: Bottom of clnmp across top of concrete curb at ground level. Elevation of reference noint: 2926,4 Date Feb. 26, 1917 Jan. 27, 1931 Mar. 10, 1931 May 7, 1931 Dist. R.P. to water surfrce *7e.2 85.2 85.6 86.3 Date July 28, 1931 Jan. 15, 1932 June 2, 1932 Dist. R.P. to water surface 93.9 88.5 81.6 Mojave River Coimr.ission Report, TaT:'le 43, contin\ied 139 U-26 Locat i on ard ^csorirition; N(;ar r.orthwe-st corn' r of S^'fv , Sec. 17, T.4 N., P. 3 W. , .^.B.B".^ I!.", alonp west side of road from Forks to Narrows. Use ; Test well, Refi.rcnc e 'Point; Too of 2 inch couDling on well unrior nlug 0.4 feet abo'"-e ground . Elevation of rcfcrcnco Roiut: 2665.6 Dist. R.P. to Dist. R.P. to Date water surface Date wateT surf-f-c- Jan. 28, 1905 * 25.6 Mar. 18, 1932 22.9 May 30, 1916 * 8.P A'pr. 19, 1932 19.9 Aug. 9, 1922 ** 10.0 May- 13, 1932 18.2 Jan. 9, 1923 ** 13.8 June 2, 1932 17.2 Jan. 18, 1930 25.3 Sept. 13, 1932 19.7 Dec. 11, 1930 23.9 Nov. 3, 1932 21.1 Jan. 28, 1931 24.5 Dec. 21, 1933 24.9 Fub. 12, 1931 24.7 May 17, 1934 25.2 Feb. 20, 1931 24.8 * Lowest &nd highest observations (Jin. 1905 - Dec. 1920) from records of .Arrowhead Pcsorvoir and Power Co. Test well No. 8. ** Measurement f rora Vf. P, Howe. fti U-27 Location and Description: Near northwest corner of NE-^ of OT-^, Sec. 18, T . 4"T~ R . 3 V . ", S . ^ . R".T ¥. , 300 feet south and 20 feet oast of Evans southeast fence corner. Use; Test well. Reference Point; Top of 2 inch c^urling, 0.3 feet above ground. Elevation of reference point; 266. .2 Dist. R.P. to Dist. R.P. to Date v.ra':er surface Dat e water surface Jan. 2E, 1905 * 28.4 July 28, 1931 28.0 May 13, 1911 * 7.0 Oct. 8, 1931 29.2 Jan. 18, 1930 27.8 Feb. 19, 1932 10.5 Apr. 3, 1930 15.3 Mpr. 2b, 1932 7.7 Jan. 28, 1931 26.1 Rent 13, 1932 18.7 Feb. 12, 1931 26.5 Nov. 3, 1932 21.0 Feb. 20, 1931 26.7 Dec. 21, 1933 27.3 May 1, 1931 25.8 May 17, 1534 26.2 ♦ Lowest f.nd highest observations (Jan . 1905 - Dec. 1930) from records of Arrowhead Reservoir and Power Co. Tost well No. 9. v^-- f>.v^; * 140 Ta'jliJ 43, continued U-28 C. C, ^vans Location and Pescription: Noar southeast corner of' S'^-:. nV Wh , Soc. 18, T.4 v., bTT^'J. ,~~.~.^.ir ¥., oast si'^e of reservoir. TTsc: Irrigation. Reference ^oint: Hole in numr base for a-^.r lirn.; 1.0 ''oot above ground, T^lcvation of reference point: 286'^. 6 ^ist. R.P. to " Pist. R.". to Date ivater surface Date water surfr'co Jan. 18, 1930 29.8 Oct. 8, 1931 31.8 Jan. 28, 1931 29.5 Jan. lb, 1932 31.5 Feb. 12, 1931 29.2 Feb. 19, 1932 27.0 Feb. 20, 1931 29.3 . Mar. 25, 1932 22.6 May 1, 1931 30.3 May 5, 1932 21.8 July 28, 1931 31.4 . Sept. 13, 1932 25.0 U-28 A Location and Description; T.4 ¥. , R.3 I'f. , S.B.B.& M. reservoir. Use: Domestic. Reference Point: At ground. Plevation of reference point: 2067.1 Near center of south line of FV?, Sec. 18, 5 foot concrete pit with windnill south of m Dist. P.^. to Dist. P.'^. to Date wattr surfp.ci:. Pate water surface Jan. 18, 1930 26.2 Oct. e, 1931 26.7 Jan. 28, 1931 25.4 Jan. 15, 1932 27.2 Feb. 12, 1931 24.8 Feb . 19, 1932 13.0 Feb. 20, 1931 25.0 ■ Mar. 25, 1932 7.6 Fay 1, 1931 * 28.5 May 5, 1932 V.C July 28, 1931 : * 27.0 * Windmill pum.ping. 141 Tai:;le 43, continued U-29 Zeirer Location and De s^riDtion: IJoar southiwrst cornr.r of F^V? of NW7 , Sec. 17, T.4N., R'.T~r~~.^.& ¥. Use ; Doin.estic. Referenc e Poin t; Top of r^^gg' d 14 inch casing 2.7 feet shove top of casing .icint at ground level. Elevation of reference Dcint: 2664.2 Dist. R.P. to Dist. R.P. to Date water surface Date water surface Feb. 25, 1917 *23.1 Mar. 24, 1932 28.9 Dec. 11, 1930 28.6 Apr. 19, 1932 27.2 Feb. 17, 1931 29.2 . Jun^ 2. 1932 25.1 Feb. 20, 1951 29.2 July 20, 1932 25.7 May 1, 1931 29.9 Sept. 13, 1932 25.4 July 28, 1931 31.2 No-". 3. 1932 26.1 Jan. 15, 1932 31.5 May 17, 1934 29.6 Feb. 19, 1932 31.1 * Mo^iave River Cor-jnission Report, U-30 Location arid T 'escription; Near center of east line of S^T-=| of SE?^, Sec. 18, T.4 V : , 'f7f~.T~^W^ .?• .(' T'. Reference Point: Elevation of reference point: 2870.6 Date Kay 1, 1931 Dist, P.P. to ">ratrr surface 24. dry Date May 5, 1932 Dist. P.P. to water surface 23.5 ;i ;i U-31 Location and Description : in corter of east lire of SE|~ of SVfi-, Sec. 5, T.4 N., R.3 W.," S.B.R.& M. Reference Point: Top of iron clr-mo on tini.bers across casing in pit 3.2 feet below concrete at ground level. Elevation of reference Point: 2999.5 Dist. P.P. to Dist. R.P. to Date water surface '^ate water surface Jan. 27, 1931 165.9 !"ar. 24, 1932 169.6 Mar. 6, 1931 169.0 June 2, 1932 168,3 May 7, 1931 169.3 July 20, 1932 169.0 Aug. 4, 1931 170.0 142 Tahle 43, co:itiauod U-32 Hprinnnr. pf^nch Location and Description: In south'.vest corner of Sec. 9, T. 4 N. , R . z~T~~^'~.'~s~L Use: Irrigations Reference '^oint: Too of concrete cirh on east nt rverrge pr'^unH level. Elevation of ref^ren^e noint: 3034.5 Date Dist. E.^. tc iTBter s'lrf'^ce Far. 1, ICl? * 186.2 Jan. 27, 1931 Julv 28, 1931 Dist.P.". to vreter surface 193.9 197.0 * Mo.js.ve River Corrjiiission Report, U-33 Old Funt ■'Ipce Locption rnd DeFcrint:on: In southeast corner of S'T:^, Sec. 10, T.4 v., R.3 '■"., 8.B.B.& W. Use: Domestic. Reference Point: ^dge of ooening over "M" in Ponona on north side at air line O.fi feet above concrete Dump base &t ground level. Elevation of reference Doint: 3061.1 Date Jan. 27, 1931 Mar. 10, 1931 Dist, R.P. to water surface 221.3 221.3 Date May 13, 1931 Aug. 4, 1931 Dist. P.P. tc \»/'ater surface 221. b 221.8 U-34 C, G. Lewis Location and Descrintion: In southwest corner of WN^ of SEx, Sec. 7, T . i v., RT3 >T. , S.TT3.;: ¥. Use: Irrigation. Reference '"oint: Top of old wood curb 0.15 feet below new puinn base at ground level. Elevation of reference n '-t; 2857.4 Dist. R.P. ^-0 Dist. F .■^. to Date -vvr..ter surface Date water surface May- 26, 1922 *11.1 Jan. 15, 1932 25.8 Jan. ;8, 1930 24.0 Feb. 19, 1932 24.5 Jan. 28, 1931 23.5 Mar. 25, 1932 21.7 Feb. 12, 1931 23.6 May 13, 1932 18.8 Feb. 20, 1931 23.7 July 20, 1932 19.4 May 1, 1931 24.4 Nov. 3, 1932 21.2 July 28, 1931 25.5 Dec, 21, 1933 24.1 Oct. 8, 1931 25.9 * Mojave River Commission Report, Ta'^le 43, continued Garden 143 U-35 Location and Description: Near center of west ?-ine of Ipc. 7, T.4 ]'., Peference point: Tod of concrete curb on west side at ground level, under dischore-e. Elevation of reference pointj 2G53.6 Dist. P.P. to Dist. P.P. to Date water surface riate ivater surface Jan. 30, 1931 22.8 Nov. 17, 1931 24.7 Feb. 14, 1931 22.7 Feb. 19, 1932 21.0 Feb. 20, 1931 22.7 Mar. 2b, 1932 18.7 Hay 7, 1931 23.8 May 5, 1932 15.9 U-36 Location and Descriotion; T.4 N., P. 4 "[. , ^.^.B.^ IT. Use: Test well. Peference Point: Near center of north line of NE- , Sec. 12, Elevation of reference pf>int: 2847.4 Pate Jan. 28, 1905 Dist. P.P. to water surface 23.: Date Apr. 5, 1907 Dist. P.P. to water surface * 11.4 * Lowest and highest observations (Jf^n. 1905 - /pril 1910) fron records of Arrowhesd Peservoir and Power Co. Test well Fo. 3, replaced by Test well No. 3 A in /pril, 1910. U-37 Location ord Description: Nefir northwest corner of SE7 of SF.-r> Sec.l, T.4 F., p.T^.'f. , p.b.~c«-~t: Use: Irrigation. Peference '^oint; Edge of opening in pump head 0.95 feet above base of pump and 2.5 feet abo-'e average ground level. Elevation of reference point; 2843.3 Dist. F.^. to ' ■ ■! ■ ■ Dist. P.P. to Date i.vater s\irface Date water surface Jan. 23, 1930 18.6 Jan. 15, 1932 19.7 Jan. 28, 1931 19.1 Feb. 19, 1932 16.6 Feb. 14, 1931 19.1 Ma r , 25, 1932 15.0 Feb. 20, 1331 19.1 Nov. 3, 1932 17.3 Nov. 18, 1931 : 20.2 Dec. 21, 1933 19.1 145 Table 43, continued U-42 Locr-.tion a^nd ncFcri rtion; Fecr center of north line of W.i , Sec. 1, T.4 N., E.rwi^S'.B.B.l- M. Use ; Test well. Ref e renc e Point: Top of well. EleVat ion "of^~Terence mint: 2822,8 Jan. Date :, 1905 Dist. R.P. to 'vater surface * 11.8 Date Jan. 31, 1916 Dist. P.P. to water surface * 6.4 * Lowest and highest observat?ons (Dec. IS'04 - Dec. 1920) from records of Arrowhead reservoir and Power Co, Test well No. 6 U-43 A. ''{. Phillios Location and Descriptio n: Nerr northeast corner of FV^ of MW^, Sec. 6, T.4 N., R.3 ^7. , S.^..3.«- M. Use: Domestic. Reference Point; Crack in windmill foundation O.ft feet above concrete block at casing level and 1.5 feet abo'-^e c-round. Elevation of reference noint; 2873.0 Date *51.5 56.3 56,2 56.1 56.8 **59.0 57.7 57.3 * Mojave River Con-mission Report. ** Windmill pumoing. Feb. 24, 1917 Jan. 25, 1930 Jan. 26, 1931 Feb. i-r. 1931 May- 7. 1931 July 28, 1931 Hov . 18, 1931 Jan. 7, 1932 Dist. R.P. to water surfrce Date Feb. 19, 1932 May 27, 1932 July 20, 1932 Sept, 13, 1932 Oct. 8, 1932 Nov, ■3. 1932 Dec, 21, 1933 flay 17, 1934 Dist . R .P. to wate r surf ace 56 .9 * * 56 .3 56 .2 56 .3 56 .2 56 .8 56, 3 * * 57. .6 146 Ta'jle 43, continued U-44 A. J. Lintrer Location rnd Den;cription: I'ear northeast corner IM>- of IJEt-, Sec. 6, Use: Domestic. Elevation of reference point: 2872.4 Dist. P.P. to Dist. R.P. to Date water surface Date vrater surface Jar... 2«, 1931 54.2 Feb. 19, 1932 55.2 Feb. 17, 1931 54.2 Mar. 24, 1932 54.4 May 7, 1931 55.2 May 27, 1932 54.1 Aug. 4, 1931 56,6 Sept. 13, 1932 54.5 Nov. 18, 1931 55.7 Nov. 3, 1932 53.8 Jan. 7, 1932 55.4 May 17, 1934 55.5 U-45 Locstion and Description: T.5 N., H.3 S.B.B.,?- M. Ihm.sen Neer southeast corner NE-|- of SW^-, Sec. 32, Uses Domestic and irrigation. Rpference Point: Top of coupling on -^- inch air line, level with lov/er .3 f oj± below TTiain floor level. 2995. ^ floor which is Elevation of reference point: Date Jan. 27, 1931 fist. R.P. to v-ater surface 169.9 Date Dist. R.P. to water surface U-46 Conwell Location and Description; Near southeast corner of NE^ of SE^. Sec. 33, T.5 H., R.3 Vf. , .S.B.B.& M. Use ; Domestic. Re ference Point ; Top of edge of opening in pump head over "M" in Pomona 0.31 feet above top cf casing which is 0.6 feet above ground. Elevation of reference point: 2986.5 Date Jan, 26, 1931 Mar. 4, 1931 May 12, 19S1 Dist. R.P. to water surface 150.2 150.2 1F1.4 Date Aug. 4, 1931 Jan . 7, 1932 J'a r . 24, 1932 Dist. R.P. to water surface 152,0 151.7 150.4 147 Table 43, co itinued U-47 Pacific Farm Lfnds Co., formorly f^,. P. Deweys. Looetion rnd Descri'Dtion: Fe'-.r southecst corner of l^TW-j of W'l-^, Sec. 31, T."5"NTi"ir.T~~~rR. - .& M. Use: Domestic and irrigation. Reference T^oint: Tod of hole in puno bf;se on north side 0.33 feet above fTo~r"le'irel and~l,33 feet r^hn-re ground level. Elf^'mtion of rf^ference point: 2855.7 Dist R.P. to Date i.vater surface Jan. iv. 1905 * 27.3 Feb. 10, 1905 * 27.0 Feb. 22, 1905 * 26.7 Mar. 2, 1905 * 26.4 Mar. 18, 1905 * 26.8 Apr. 8, 1905 * 26. « Feb. 24, 1917 ** 24.8 Feb. 1, 1930 29.9 Dist . R.P. tc Date water surface Dec. 20, 1930 30.6 Jan. 30, 1931 30.6 Her. 12, 1931 30.3 «ay 7, 1931 31.3 July 28, 1931 32.2 Jan. 15, 1932 32.0 Mar. 24, 1932 29.6 July 20, 1932 29.9 * From Arrowhead Reservoir and Pov;er Co. records corrected for change in reference point. ** Mojave River Coinmicsion Report. U-48 Location and Pescr lotion: Near southvrest corner of SF-4 of OT-J, Sec. 30, T.5 N. , 673 I'J. , S.B.B.' M. Reference T^oint: Northeast corner at top of concrete floor around pit 0.2 feet above ground. Elevation of reference rioirt: 2850,6 Dist. R.P. to Dist. P.p. to Date vra.ter surface Date water surface Feb. 24, 1917 * 55.3 Jan. 7, 1932 49.5 Feb. 1, 1930 49.0 Mar. 24, 1932 49.0 Dec. 20, 1930 49.2 June 2, 1932 49.2 ^'ar . 12, 1331 48.8 July 20, 1932 49.4 * Mojavc River Commission Rep'-.rt. 148 Tatle 43, continued U-49 i'^ornr rlv Poster's 'fell Loor^tion anH r)orcriptlon; Kenr ctptcr of south lino of MEf of NE|, Sec. 25, T.5"N., R.4 1Y., S.B.R..«- ¥. Use: Domestic end Irrlg&t-^.on. R"eTerunce Point; Top of P" x 6" plank n.t north edge of pit 1.25 feet above evoroi:c ground, to > nd irclud-ng ipr^l 8, 1905; then 12" x 12" stringer on north side of pit. e levation of refer ence point: 2838.5 to and indluding April 8, 1905, tii.cn zey-.b Dipt. R.P. to Di!?t. R.^. to Dste Wf ter surf a '-e Date iveter surfpce J an . 17, 1905 * 50.2 Anr. 8, 1905 * 49.8 Feh. 10, 1905 * 50.0 Mcy 26, 1922 * 48.0 Feb. 23, 1905 + 50.6 Jf..n. 25, 1930 50.6 Far. 2, 1905 * 50.2 J an . 30, 1931 50.6 Ma r . IB, 1905 * 50.0 T^ov. 16, 1931 51.2 * From Arroivhftr.d Reservoir Dnd Power Co. records. ** Measurement from W. P. Rowe . U-50 Clarke Shr.x-r Locution and Description: rut.r center o^' e.-:.st line of J^K^ of W!^, Sec. 24, T.5 N.T'F^T T. ,~X'3.P..-' M. Eeferer.ce Point: Ton 16 inch casing 0.3 fuet fb.:sve trround. Elevation o.*" refertnce ooint: 2816.7 Date Feb. 17, lil7 Feb. I. lb! 30 Dec. 20, 1930 ray 7, 1931 July 28, 1931 Dist. R.P. to vvuter surff'ce *53.3 53.3 ho. 4 53.3 53.7 Date J^n. I'ar. I'.'Iay Fov. 7, 22 2?; 1932 1932 1932 2, 1932 bist. K.P. to wc ter surfrce 53.4 53.2 53.4 53.5 * Mojave River Commission Report. 149 U-51 Table 43, continued R. 0. Sperry Location f.nd Description: Jr northnist corner of SE?, Src. 26, T . 5 N . , F . 3 1 j . , TT^jnr. Use; Fot used. Pefcronco Point; Top of 2" x 12" co^-cr on pit 0.2 feet obove g;round. Elevation of refer<.ncc point; 2938.1 Pist. R.P. tc Pist. R.P. to Pate v.^ater surface Dfite water surf r CO Mar. 2, 1917 *97.8 Vsy 14, 1931 99.9 Feb. 13, 1923 ** 38.2 /'Ug. 3, 1931 100.0 Jan. 31, 1930 99.5 /,pr. 29, 1932 100.2 Jar , 30, 1931 S9.9 Feb. 17, 1933 100.6 * Mojave River Coirimission Report. ** Measurement from W. P. Rowe . U-.'32 Location a nd Description: Nenr center of west line of IM-^^, Sec. 24, T.5 K., R.3 IT. , 20 feet north of old dug well und 40 feet north of rubble masonry reservoir. Use; Kot USv;d. R eff,rence Poi nt; Top of un-riveted 12 inch casinp; 1.3 feet above ground. Elevr.ticn of reference Dointj 2920.2 Date Dist. R.P. 'to water surfe.ce Pate Dist. R.P. to water surf r. ce Jan. 30, 1931 May 14, 1931 Aug. 3, 1931 82.3 82.1 82.4 Apr. Feb. 17, 1933 82.6 82.8 IT -5 2 A Location and Pescription; jj^r.r center of v;est line of SEt, Sec. 14, T.5 t:., R.3 w. , S.B.p'.<»r '''•;. "I mile northwest of U-52. Reference Point; Top of 4" x 4" on er.st side under two 2" x 10" timbers, Elevation of reference ooint: 2915.7 Date Dist. R.P. to vmtcr surfpce! nate Dist. R.P. to water surface Mar. 3, 1917 Jan. 30, 1931 May 14, 1931 * 80.0 78.9 79,0 Aug. 3, 1931 Apr. 29, 1932 79.1 79,2 Mojave River Commission Report. 150 Table 43, continued U-53 Location 'r^nd Dcscrip tiori ; Ncrr northv/est corner of S".^ of SE^, Sec. 22, T.5 N. , P. 3 ''l. , S.B.B.*- M. Reference Point: Top of wood curb on north side 0.? fent rbovo ground, Elevr.tion of reference point: 2938.3 Date Mar. 2, 1917 Feb. 13, 1923 Jan. 31, 1930 Jan. 30, 1931 Dist. R.P. to Dist. R.P. to wr.ter surfoce Date wrter surface *101.9 May 14, 1931 103.7 ** 102.3 Aug. 3, 1931 103.8 103.4 Apr. 29, 1932 104.1 103.6 * Mojave River Commission Report. ** Measurement from M. P. Rcwe . U-54 F. A. Fletcher Location and Description: In northeast corner of SEx. S^c. 9, T . 5 N., R.3 '■[., S.B.P.^~. Use: Not used. Reference ^oint: Top of 7 inch casing 0.5 feet above ground. Elevation of reference point: 2909.2 Dist. R.P. to Di st . R.P. to Date vrater surfs ace Date ■wra ter surface Feb. 28, 1917 * 77.9 May 14, 1931 76.4 Jan. 31, 1930 76.2 Aug. 3, 1931 76.5 Dec. 17, 1930 76.3 Apr. 29, 1932 76.7 Jan. 30, 1931 76.3 * Mojave River Commissi^n Report, U-55 Location and Descriotion: Near ce'^ter of west line of SEx, Sec. 9, T . 5 N., R.3 W. , S. 73. B.. «-"¥."" Reference Point; Top 12" x 12" timber across pit 1.0 foot above ground, Elevation of reference point: 2919,1 Date Mar. 5, 1917 Jan. 31, 1930 Dec. 17, 1930 Jan. 30, 1931 Dist. R.P. to water surface *90a 88.8 88.9 88.9 Date May 14, 1931 Aug. 3, 1931 Apr. 29, 1932 Feb. 17, 1933 Dist. R.P. to water surface 89.0 89.0 89.1 89.2 * Mojave River Commission Report. 151 Table 43, continued U-56 Location and Dcscri'^tion: Near center of SViT^- of SW^, Sec. 8, T.5 N., R.3 W. , S.B.B.<5- M. Reference P o int; Top of old concrete base south of well and also level with top of old puiTiri bnse, 1.8 feet above ground and 6.48 feet above top of dummy head in pit. Elevation of rcforcnce point; 2925.7 Pa te Dist. R.P. to water surface Date Dist. R.P. to water surface Jan. 20, 1931 106.1 U-57 Location and Description; In IW-};, Sec. 18, T.5 K., R.3 ^V. , S.^.B.* M, In old pumphouse. Reference Point; Top of broken concrete pipe 1.0 foot above ground and 7.25 feet above top of steel casing. Elevation of reference point; 2910.4 Dist. R.P. to Dist. P.P. to Date ivater surface Date v;ater surface Feb, 27, 1917 * 98.0 Aug. 3, 1931 107.9 Fob. 13, 1923 ** 104.2 Apr. 29, 1932 106.7 Jan. 25, 1930 106.7 July 28, 1932 106.6 Jan. 30, 1931 106.7 Mar. 2, 1933 106.4 May 15, 1931 107.5 * Mojave River Commission Report. ** Measurement from W. P. Rowe . U-58 Locat ion and Descri ption; Near center of Sec. 18, T.5 K. , R.3 V{. S.B.B.& M. , 300 feet north of old wood four leg windmill tower with mill and galvanized iron tfnk. Reference Point; Top of wood curb on west 0.1 feet above ground. Elevation of reference point; 2938.0 . Dipt. R.P. to Dist. R.P. to Date . water surface Date > water surface Feb. 27, 1917 * 138.0 May 15, 1931 134.2 Feb. 13 , 1923 ** 133.6 Aug. 3, 1931 134.2 Jan. 25, 1930 133.9 Apr. 29, 1932 134.2 Jan. 30, 1931 134.2 July 28, 1932 134.3 * Mojave River Commission Report. ** Measurement from V/. P. K'^we. Table 43, crntinued 152 U-59 Lee Saul Locatio n r^nd Description; 1000 feet north\TCst of si corner of Sec 11 T.5 N., R.4 vr. , S.B.B..'- I'. Use: Domestic. Rc-ferenco Point; Top of 8 inch O.D. casing 2.6 feet r.bove ground. Elevation of reference r>oint ; 2"8e.3 Dist. R.P. to Dist. R.P. to Date water surface Date water surfc. ce Jan. 30, 1931 56.4 Nov. 12, 1931 55,9 Feb. 14, 1931 55.8 Mar. 22, 1932 55.3 May 14, 1S31 55.8 June 15, 1932 55.2 July- 28, 1931 56.1 U-59 A Location rnd De rc ription: Approximately 400 feet cast of U-59. Reference Point ; Hole in pump base 0.1 feet above concrete base, 0.4 feet above ground. Elevation of reference noint; 2791,0 Date Dist. R.P. to water surface Date Dist. R.P. to v/ater surface Jan. 30, 1931 May 22, 1931 July 28. 1931 29.7 31.3 29,8 IJov, 13, 1931 Mar. 22, 1932 June 15, 1932 28.9 27.9 27.6 U-61 Location ond Descriptio n; In SYI^, Sec. 10, T.5 N., R.4 W. , S.B.B.& M. Windmill on Hill in~Vi ctor'vi lie . Use; Domestic. Reference Point; Tod of well cover 2.15 feet above concrete floor at ground level. Elevation of reference point; 2767,6 Date Dist. R.P. to water surface Date Dist. }:.^. to water surface Dec. 20, 1930 May 15, 1931 45.6 45.7 Nov. June 12,1931 15,1932 46,0 + 45.7 ♦ Windmill pumping. 153 Table 43, coiitinued U-62 V£;rde Ranch Location nnd D e.'^GriptTon: Nesr center north line of IWx, Sec. 15, T.5 N., R.4 VI., srB~.'0^"M^ ^Near dairy and bunk houses. Use: Domestic Referen ce 'Point: Ground surface. Elevation of reference point: 2765.0 Date Dist. E.P. to water frurfacr Date Dist. R.P. to water surface Apr. Feb. 12, 1917 19, 1930 + 11.9 Flowing May 15, 1931 Flowing * Mojave River Commission Report. U-63 Location and Description: Near center of south line of SE5-, Sec. 16, T . 5 N., R.4 w., S.3.R.^-~.~ Reference Point; Top of casing at concrete pump base 0.7 feet abc^e ground. Elevation of reference point: 2848,9 Date Dist. P.P. to water surface Date Dist. R.P. to water surface Feb. 24, 1917 Feb. 1, 1930 Feb. 19, 1930 * 29.7 33.1 33.0 Dec. 20, 1930 May 15, 1931 33.1 33, dry * Mojave River Commission Report. U-64 E. Wagner Location and Description: In northv/'est corner of NE^ of NW-^, Sec. 27, T . 5 K., R.4 "f. , sTt.'?. *- V'. Use: Domestic. Reference Point: Top of 6" x 10" timber across unlined pit 1.0 foot above ground. Elevation of refcreT7ce point: 2660.0 Dist. R.P. to Dist. R.P. t Date water surface Date water surfac Feb. 19, 1930 64.2 Nov. 13, 1931 63.2 Jan, 26, 1931 62.8 Feb, 20, 1932 63.2 May 25, 1931 65.6 Dec. 20, 1933 63.3 Aug. 4, 1931 66.4 t.:*: 154 Ta"ble 43, coatinued U-65 Location and D escription; Nesr enter of east line of S^Vi;, Sec. 26, T.5 N., E.4 vv. , S.3.B.(^ M. , in draw above Big Cottonwood - Bee Panch. Use: Domestic. Reference ^oint; Top of west curb at ground le-'-cl. Hole at pipe inlet, Elevation of reference point- 2806.4 Date Apr. 3, 1S30 Jan. 28, 1931 Dist. R.P. to water surface 17.5 17.3 Pate Dist. R.P. to water surface May 15, 193P Nov. 12, 1932 17.6 17.8 U-66 Verde Ranch L ocation and Desc ription; Near center of SE-4-, Sec. 26, T.5 N. , R.4 W. , S.B.B.i- M. 'We'st side of rotd do^mi cottonwood lane throuf.h ranch, northwest of U-67. Reference ^oint: Ton of 10 inch casing 3.0 feet above ground. Elevation of reference point; 2792.9 Date Dist. R.P. to water surface Date Dist. R.P. to ivater r irface Feb. Jan. 1, 1930 28, 1931 5.6 5.3 May 15, Nov. 12, 19"1 1931 5.7 6.2 U-67 Verde Ranch Location and Description: In center of SE;^, Sec. 26, T.5 N. , R.4 W. , S . B.B.^' M. , South of U-66. Reference Point: Elevation of reference point; 2^^92.1 Date Jan. 28, 1931 May 15, 1931 Dist. R.P. to water surface Flowing Flowing Date Nov. 12, 1931 Dist. R.P. to water surface Flowing 155 U-68 Table 43, continued Soronson Location end Description: Near northv/est cornor of Wr^ of W^, Sec. 35, T.5 N., R.4 W. , S.M.B.&- M. • '' ' ■ Reference Point; One-quarter inc?i fittings on wood cap 2.0 feet e.bove ground level. Elevation of reference point: 2804.3 Date Apr. 12, 1917 Fob. 19, 1930 Jan. 28, 1931 Dist. R.P. to wf?.ter surface * Flowing + 10. Flowing Date May lb, 1931 Nov. 12, 1931 Dist. R.P. to water surface Flowing Flowing * Mojave River Commission Report, U-69 Location and Descri ption; Kear northeast corner of I^E-^- of NE-^, Sec. 35, T.5 ¥. . , R.4 W. , "sTb". B .&• M. Second uppermost flowing well on ditch east of well at milk house r-nd east of road. Reference Point; Top of wood plug in well or.e-quf.irter inch bushing 1,0 feet above ground. Elevation of reference point; 2802.9 Feb, Jan. Date 19, 1930 28, 1931 Dist. R.P. to water surface + 9.2 + 9,2 Nov. Dist. R.P, to Dr, tc wr ter surfcce 12, 1931 Flov;ing U-70 Location and Description; Near center of JT.X of NE^-, Sec. 35, Upoermost flowirg vrell on ditch. Not caoped. Water T.5 N., R.4 W. , S.R.R.i-, M. ..p flows out of old six inch discharge of pump. Reference Point; Center line of 6 inch discharge flange on old pump, 2.0 feet above ground . Elevation of reference point; 2806.0 "Dist. R.P. to water surface Date Date Dirt. L.'P. to vrater surface Feb, 19, 1930 + 7,5 Jan, 28, 1931 + 5,8 8f)-'r oJ.-G ia.- ,-i,-r -TTT 156 Table 43, continued U-71 Locr.tion r.nd Description: Near c.-nter east side of Seo. 3b, T.5 N., R.4 W. , S.R.B. &-. M. Pumping plr.nt east of road. Use: Irrigation. Reference Point: Top of 4" x 6" at floor level in southwest corner of pit, 0.5 feet .nbo-e ground. Elevation of reference point: 2613.9 Date Apr. Feb. 12, 1917 1, 1930 Dist. P.P. to water surface * 4.0 9.7 Date Apr. 3, 1930 Jan. 28, 1931 Dist. P.P. to vratcr rurfpco 9.6 9.5 * Mojave River Coinmission Report, U-72 Location and DeFcription: Near southwest corner of Sec. 36, T.5 N., R . 4 W. , S.3.B.5- M. ' Use: Irrigation. Reference Point: Top 2 inch wood curb on west side of pit 0.2 feet above ground . Elevation of reference point: 2824.8 Dist. R.P. to Dist. R.P. to Date Tmter surface Date water surfpce Apr. 12, 1917 * 4.0 Nov. 12, irsi 8.0 Feb. 1, 1930 6.3 .1 an . 7, 1932 7.4 Apr. 3, 1930 6.6 Feb. 24, 1932 5.8 Jan. 28, 1931 6.4 Apr. 29, 1932 6.0 Feb. 14, 1931 8.4 Sept. 13, 1932 7.8 Feb. 20, 1931 8.3 May 24, 1933 5.3 May 2, 1931 9.4 Dec. 21. 1933 6.2 Aug. 4, 1931 10.6 May 17, 1934 • 6.9 Oct. 8, 1931 8.5 * Mojave River Commission Report, 157 Tatle 43, continued U-73 Location r.nd Description: Near northwest cornor of 5ec. 1, T.4 N. , R.4 'Y. , S.B. !"'•.(?- MI in Mojnve River bottom just above Rr.ncho A^trde. Use; Test well. R eferoncc Point; Top of well. El'.vation of reference point: 28Pb.3 Date Jan. 2, 1905 Dist. R.-. to wp. ter surface * 15.9 Date Apr. 1, 1920 Dist. R.P. to wfitor surf r, ce * 10.3 * Lowest and hif!;heEt obsorvf tions (Dec. 1904 - Dec. 1, 1920) from records of Arro^vhcad Reservoir and Power Co. Test //ell No. 5, U-74 Paul Shroeder Location ^nd Description: Hear center of south l^ne of S'Y-r of S'"^, Sec. S5, T.5 N., R.4 l''i7i S.B.B.fr V. /t curve in rof d on hill from Verde Ranch to railroad, alongside road under box. Reference Point: Elevation of reference point: 291^1,7 Dist. R.P. to Dist. p.. P. to Date water surface Date v;r'ter surface Feb. 19, 1930 112,5 Sept. 13, 1932 113.8 Jan. 26, 1931 112.7 Mar. 24, 1933 ! 112.3 May- 12, 1S31 112.9 Dec. 21, 1933 115.2 Apr, 29, 1932 112.6 TJ-75 Location rnd Description; Near center n^rth line of NE-^ of 1W|-, Sec. 12, T.4 N., R.4 V/. , S.-^.B.fr K. road. Use: Test well. Reference Po^nt: Top of v/cll. Elevation of reference point; 2oi0.0 At mouth of draw, 30 feet east of Di St. P.P. to Di St . P.P. to Date Wr ter surface Date wa tcr surface Jan. 17, 1905 * 18.2 May 22, 1931 Dry Fay 29, 1916 * 9.3 Oct. 8, 1931 Dry Jan. 26, 1931 15.6 dry ! Jan. 7, 1932 Dry Mar. 12, 1931 15.4 Apr. 29, 1932 12.0 * Lowest and highest observations (Dec. 1904-Dec. 1920) from records of Arrowhead Reservoir and Power Co, Tost well No. 4 158 Table 43, continued 11-75 A Location rnd Description : 600 feet west of U-75. Use: Test ^.■vell. Reference '"oint: Top of pipe 1.5 feet rbove ground, Flovr.tion of rcf'^re'^ce point: Dcte Disfc. R.P. to ■wnter surface D'-'te Dist. R.T^. to wrter si.irf ' cc Jan. 26, 1S31 Mo.r. 12, 1931 May 22, 1931 13.7 13.3 13.2 Oct. 8, 1931 Jan. 7, 1932 Apr. 29, 1932 12.7 12.3 11.3 TJ-76 Location and Description: Ne^'r center of so'ith line of WI^- of ^'E^, Sec. 13, T.4 N., R.4 W. , S.B.3..'- M. Domestic '.veil on power line at edge of wash east of house ■"t Cottonwoods. Use : Dorr:' stic. Reference Point; Top of concrete pump base of plunger pump. ElevnTion of reference point: 2862.4 Date Jan. 26, 1931 Mar. 12, 1931 May 22, 1931 Dist. R.P. to water surface 25. b 26.6 Date Oct. 8, 1931 Jan. 7, 1932 Apr. 29, 1932 Dist. R.P, to water surfrce 27.5 27.2 20.5 U-77 Loc-t:^ rnd Desc ri ption: In NE-| of SE-J, Sec. 13, T.4 N. , R.4 W. , S.BTb.& W. 23 feet nortl{~of fifth povrer pole below transformer pole at end incl. Use: Probably A.L. & ■'V. Co. test well. Reference Poirt: Top of 2 inch pine under cap, 1.0 foot Fbove ground. Elevf.tion of ref- re nee point: 286S.9 Date Jan. 25, 1930 Dist. P.P. to water surface 21.3 dry Da to Jan. 26, 1951 Dist. R.P. to water surf < ce 21.3 dry 3- I 159 Table 43, continued U-78 Lr^cey Loc^ .t ion and Doscription; Nerr center of ?.E^ of SE4-, Sec. 13, T.4 K., K.4 W. , S.B.B.fr M. Use; Irrigation. Refirerce Point : Top of one-quorter inch pipe for air line 0.83 feet above top of concrete pump hpse which is 0.4 feet above ground. Elevation of refererce ooint: 2871.9 Bate Jan. 26, 1931 Dist. ' .P. to water surface 29.9 Date Jan, 7, 1932 Dist R.P. to water snrfrce 32.4 U-79 location --^nd Descriptio n; TJear center of SE|, Sec. 19, T.4 N. , R.3 W. , S.B.'.'.fr. M. Reference Point; Elevation of reference noint: 2891.2 Date Mar. 6, 1917 Dist. R.P. to water surface * 12.6 Date Jan. 2b, 1931 Dist. R.P. to water siirface 26.0 dry * Mo.iave River Cominission Report. Ta'^le 43, continued 160 J-l Berger Service Station. Location - nd D escr iption: In center of I-P/ir|- of S^'Ir, Sec. 29, T.6 }'., R.4 W. , S.^.B.iS- ¥. Casing in dug pit in rcrr of service station. Use: Domestic. Pefercncc Point ; Top of rf.ilropd tic curb p.t ground lev'_-l. Elevation of reference point: Dist. R.P. to Dipt. P.P. tn Date . water surfr.ce Tjc-te : water surfrco Sept. 4, 19TO e.7 Nov. 12, 1931 8.6 Dec. 12, 19?-0 6.2 Jan. 14, 1932 8.6 Apr. 3, 1931 8.6 Feb. 23, 1932 -7.1 May 20, 1931 8.6 June 1, 197,2 8.5 Aug. 5, 1931 8.2 Sept. 7, 1932 8.0 Oct. 2, 1931 8.7 F-2 Adelanto Mutual 'Yater Co. Location rnd Description; Near center of east lire S^f^s Sec. 30, T.6 N., P.Twr, S.B.^.^- li. 100 feet north of Booster Plant. Use; Not used. Reference Point; Top of IG inch casing 3.0 feet abn 'e top of wood curb of pit Ft ground level. Elevation of reference point: Dist. P.P. to Dipt R.P. to Dt.te water surface Date vjater surface Sept. 4, 1930 12.8 Oct. 2, 1931 12.0 Dec. 12, 19"0 11.6 Nov . 12, 1931 11.7 fpr. 3, 19.-1 11.9 Far. 4, 1932 10.0 May 15, 1931 6 11.5 June 1, 1932 11.2 Aug. 5, 1931 a n .8 Nov. 15, 1932 11.7 a - Pumpirg nearby. 161 Table 43, continued M-3 John Bennetts Location anJ Descript ion; In SW-| of NE|, Sec. 19, T.6 N., R.4 lY. , S.B.B.5^ M. Near ivater t ^- south of cottages. Use: Domestic Reference Point; Top of 1 inch well curb at ladcier 2.5 feet abo-e grounci. Elevation of reference point ; Dist. R.P. to Dist. P.P. to Date water surface Date water surface Sept. 4, 1930 19,9 Jan, 14, 1932 a 19.0 Dec. 12, 1930 18.3 Feb. 23, 1932 a 20.8 May 20, 1931 a 18.9 June 1, 1932 a 22.4 Aug. 5, 1931 19,4 Sept. 7, 1932 19.8 Nov. 12, 1931 a 18.1 Jan. 10, 1934 18.6 a - Windmill pumping slowly. M-4 Arrowhead Lalre ComDany Location and Description; Kear southwest corner of Sec, V, T,6 K,, R.4 W. , S.B.B.& M. In rear of two story house necr water tank. Use: Domestic. Reference Point; Tod of board cover at pump base 1.3 feet above ground ■ Elevation c^ reference r^int; Date- Sept. 4, 1930 Mar. 31, 1931 May 20, 1931 Aug. 5, 1931 Oct. 2, 1931 : Di?t. E.'P. to Dist, R.P. to water surface Date water surface 22,5 Nov. 12, 1931 21.2 21,0 Jan. 14, 1 32 20.8 21.4 Feb. 23, 1932 20.4 22,0 June 1, 1932 21.4 21,6 Sept, 9, 1932 22.4 Tatle 43, continued M-5 I'V. C. r.nd A. P. Buckbee 16i Location and Description: Near southwest corner of }?M-^, Sec. 6, T . 6 N. , R . 4 W. , "sTB'.ir&~MT Use: Domestic. Reference Point: Top of 7 inch cf.sirg under wo clamp,. 0.6 feet above ground. Elevation of reference ooint: Dist. R.P, to Dist. R.P. to Date water surface Date water surface Sept. 5, 1930 ! 20.5 Nov . 12, 1931 19.2 Apr , 3, 1921 19,2 Jan. 14, 1932 18.2 May 20, 1931 19.2 Feb. 23, 1932 19.1 Aug. 5, 1931 19.8 June 1. 1932 a 21.0 Oct. 2, 1931 19.6 Sept. 7, 1932 a 22.7 a - ITindmill pumping slov/ly. In mi: of SEx, Sec. 2b, T.7 N., R.5 W. , M-6 Location and Descript S . B~.B.& M. Use: Not used. Reference Point: Top of 36 inch iron casing in dug pit 13.5 feet below top of 2" X 12" cover at ground level. Elevation of reference point; Dste Sept. 4, 1930 Apr. 3, 1931 May 20, 1931 Aug. 5, 1931 Oct. 2, 1931 Dist. R.P. to water surface 5.7 4.0 4.7 6.1 5.3 Date IIov. 12, 1931 Jan. 14, 1932 Feb. 23, 1932 June 1, 1932 Sept. 7, It 32 Dist. R.P. to water surface 4.9 3.9 3.5 4.3 5.9 .'5 ,098 , 1-r e.r- Tablj 43, continued 163 M-7 Location and Description: In northecist corner NWj, Sec. 30, T.7 K. , R . 4 W., S.B.B.& C Use: Not used. Reference Point: Tou of casinfc under dunmy head of Luetwiler Pump, 2562.1 0.6 feet above ground. Elevation of reference point; Dist. R.P. to < Dist. R.P. to Date water surface Date water surfoce Sept, 4, 1930 57.6 Oct. 2, It; 31 57.8 Oct. 4, 1930 57.5 Nov. 12, 1931 57.6 Dec. 12, 1950 57.4 Dec. 23, 1931 57.5 Feb. 6. 1931 57.2 Jan. 27, 1932 57.4 Mar. 20, 1331 57.3 Feb. 23, 1932 57.3 Apr. 24, 1971 57.3 Mar . 23, 1932 ! 67.4 May 21, 1931 57.3 Apr. 21, 1932 57.4 July 29, 1931 57.9 June 1, 1932 57.6 Sept. 2, 1931 57.8 : Dec. 8, 1932 ! 57.7 M-8 Location rnd Descriotion: In southwest correr SE^- of SVf^, Sec. 19, T.7 N., R.4 \'i., S.B.B.& if. Use: Irrigation, Reference Point: Too of 10" x 12" stringer across pit 1.0 foot above groun-^ . Elevation of reference ooint: 2534.8 Dist. R.P. to Dist R.P. to Date water surface Date water surface Sept, 4, 1^30 35.7 Oct. 2, 1931 35.7 Oct. 4, 193C 3b. 4 Nov. 12, 1931 35.6 Dec. 1';, IJZ'O 35.4 Dec. 23, 1951 35.6 Feb. 6, 1...-1 35.4 Jan. 27, 1932 35.8 Mar . 20, 1931 35.4 Feb. 23, 1332 ! 35.7 Apr. 24, 1931 35.3 Far. 23, 1932 : 35.7 Fay ':1. 1931 35.4 , Apr. 21, 1932 35.6 July 29, 1331 35.7 J une 1 , 1932 - ! 35.8 Sept. 2, 1931 35.6 Aug.. 9, 1932 1 36.1 rglxTrJ' 'v . • . : ,:tqe8 eiaa M-9 Table 43, continued Nofferman Bros. 164 Location rnd Description: In f-outhwcst corner of Sec, 19, T.7 !'., R . 4~~"sTr70:~. Reference Point: Top of ring at hole for oil line in oun.p 0.8 feet above bottom of pump >^ase at ground. Elevation of reference point: 2515.9 Dist. R.P. to Dist. R.P. to Date water surface Date vroter surface Dec. 12, 1930 27.3 Dec. 23, 1931 26.1 F^b. 13, 1931 26.0 Jan. 27, 1932 25.1 Mr.r . 20, 1931 31.4 Feb. 23, 1 -2 25.0 Nov, 12, 1931 32.0 M-10 Jlof^f erran Bros. Location and Descriotion: In southeast corner of Sec. 24, T.7 N. , R . 5~W. , S.B.B".T1I^ Reference Point: Top of 2" x 4" at pump base 0.2 feet above ground and 0.5 feet from top of casing on slant. Elevation of reference point: 2513.5 Df te D^^c. 12, 197.0 Feb. 13. 19S1 Dist. R.P. to water surface 24.9 25.1 Date Mar. 20, 1331 Dist. P.P. to w:iter surface 28.8 I.'-ll Location > v,r\ Description: Near center of south line of SEx of SE-^, Sec". 24, "T"T~}~ R.b I'lT. ~?Tb.P.& M. West edge of field near brrk. Use: Not uxed. R"ef erence T^rait: Top of concrete cover 0.6 feet a'love ground and 5.5 feet above too of casing in pit. Elevation of reference point: 2509.2 D^st. i-;.P. to Dist. P.P. to Date wrter surface Dat w.ter surface Sept. 4, 1930 a 18.1 Oct. 2, 1931 16.4 Oct. 4, 1930 a 17.9 Dec. 23, 1931 13.7 Dec. 12, 1930 b 14.5 Jan. 27, 19?,2 13.2 Dec. 18, 1930 c 14.7 Feb. 23, 1932 12.9 Feb. 6, 1931 13.6 Apr. 21, 1932 14.4 Mar. 20, 1931 14.3 July 7, 1932 16.1 July 29, 1931 17.9 : Aug. 9, 1932 17.1 Sept. 2, 1931 17.5 Sept. 2, 1932 17. G >.'^ 165 Ta"blo 43, continued M-12 Location and Descriptior-. In southwest corner of ,SE:|- of SEy, Sec. 24, T.7 N., R.5 W., .S.B.B.& M. ^East well of three wells. Use: : Not used. Reference Point; Top of " Ticrete curb on south side of trench with three wells. Elevation of reference point: 2507.4 Date Sept. Oct. Dec. Feb. Mar. Apr. May July Sept, Oct. 4, 1930 4, 1930 12, 1930 6, 1931 20, 1931 24, 1931 21, 1931 29, 1931 2, 1931 2, 1931 Dist. R.P. to water surff)ce 10.0 7.8 6.9 6.6 6.6 7.0 7.2 9.0 7.6 7.2 Date Nov. 5, 1931 Dec. 23, 1931 Jan. 27, 1932 Feb. 23, 1932 Mar. 23, 1932 /,pr. 21, 1932 May 25, 1932 July 7, 1932 rug. 9, 1932 Sept . V. 1932 Dist. R.P. to water surface 6.9 6.5 6.3 5.4 5.6 6.0 6.5 7.2 7.8 8.0 M-12 A Location and Description; In southwest corner of SE-f of SE-^, Sec, 24, T.7 R.5 W. , S.B.B.& M. Middle well of three wells. Use: Not used. Reference Po'nt; Elevation of reference 't; 2507.4 Dist, R.P. to Dist. R.P. to Date i.vater surff. ce Date water surface Sept. 4, 1930 10.0 Nov. 5, !::"■' 6.9 Oct. 4, 1930 7.7 Dec. 23, 1„. . 6.6 Dec. 12, 1930 6.8 . Jan. 27, 1932 6.4 Feb. 6, 1931 6.6 Feb. 23, 1932 5.4 Mar. 20, 1931 6.7 Mar. 23, 1932 5.6 /-pr. 24, 1931 7.0 Apr. 21, 19:?2 6.1 May 21, 1931 7.2 May 25, 1932 6.5 July 29, 1931 9.0 July 7, 1032 7.1 Sept. 2, 1931 7.6 Aug. 9, 1932 7.3 Oct. 2, 1931 7.2 Sept. 7, 1932 8.0 DO. Sf-M lo «'^; ,.i.-ia A sx-i,: .;ti3a 166 Table 43, continued M-12 B Location rmd Description; In southwest corner of SE^ of SE-|:, Sec. 24, T.7 N., R.b V-!., S.B.B.& M. West well of three wells. Use ; Not used. Reference Point: Elevntion of reference point: 2507,3 ! Dist. R.P. to Dist. R.P. to Date water surff:ce Date vrater surface Sept. 4, 1930 9.7 Nov. 5, 1931 6.6 Oct. 4, 1930 7.4 Dec. 23, 1931 6.3 Dec. 12, 1950 6.6 Jan. 27, 1932 6.2 Feb. 6, 1931 6.3 Feb. 23, 1932 5.3 Mar. 20, 1931 6.4 Mar. 23, 1932 5.4 Apr. 24, lt)31 6.7 v'pr. 21, 1932 5.8 Mr.y 21, 1931 7.0 !lay 25, 1932 6.0 July- 29, 1931 8.8 July 7, 1932 6.8 Sept. 2, 19.:^1 7.3 i.ug;. 9, 1932 7.5 Oct. 2, 1931 6.9 Sept. 7, 1932 7.7 M-13 Rowley Location ar -' '^ -scrip t ion; Near southwest corner of W.-^, Sec. 19, T.7 K., R.4 n. , :J.B.B.& M« 500 feet north of substat'on on povrer line and 200 feet east of Highway, Use: Irrigation. Reference Poirt: Top of casing at ground. Elevation of reference po^nt: Dist. R.^. to : Dist. R.P. to Date water s'-'rface : Date water su.r^ace ¥t:y 16, 1922 * 63.9 ! Kay 20, 1931 69.4 Jan. 12, 1923 * 63.7 ;.u,k;. 5, 1931 69.8 Sept. 5, 1920 69.4 Apr. 6, 1932 69.3 Mar. 30, 1931 69.2 * Measurement from W. P. Rowe. ~r-:T 167 M-14 Table 43, continued E. J. Krause Location rnd Description; In sop.t' -est corner of SEt, Sec,. 7, T.7 N., R.4 W. , S.B.B.A- M. Reference Poin t ; Top of railroad tie sill rt ground level. Elevation of reference point: Dist, R.P. to ! water surface Date Winter 1925 Mar. 30, 1931 * 18. 21,8 Date Aug. 5, 1931 Jan. 13, 1932 Diet. R.P. to water surface 22,8 22,0 * Measurement from W. P. R?we, M-15 Location and Descriotjon; In southeast corner of Sec. 31, T.8 N. R.4 W. , S.B.B.*; M. Use; Not used. Reference Point; Top of concrete curb under two railroad ties which is _10.71 feet abo^'-e top of 14 inch casing in pit. Elevation of reference point; Dist. R.P. to Dist. R.P. to Date water surface Date water surface Sept. 5, 1930 16.9 Jan. 7, 1932 14.8 Doc. 13, 1930 15.0 ^eh. 23, 1932 14,4 Mar. 20, 1931 14.5 -•. 23, 1932 14.4 Kay 20, 1931 14.8 June 23, 1932 15.0 Aug. 4, 1931 15.9 Sept. 7, 1932 16.1 Oct. 2, 1931 16.0 Jan. 10, 1934 15.0 Nov. 5, 1931 15.4 M-16 Helenriale Store Location and DescriiDtion: Near northeast corner of SEx of OTfj!-, Sec, 32 , T.8 N., R.4 W. , S~~.~B7~M. Use; Domestic. Reference Poi nt; Top edge of 1" x 4" board around concrete collar and 0.2 feet beloinrop of concrete at ground. Eleva':ion of reference point; Dist. R.P. to Dist. R.P. to Date water surface Date water surface Sept. 5, 1930 30,2 Jan, 13, 1932 25.2 Mar . 30, 1931 29.5 Mar. 23, 1932 25.1 May 30, 19. ^ 29.4 June 23, 1932 a 34.5 Aug. 5, 1931 29.7 a - Pumping. r Rfj. V..:; M-17 Table 43, co.tiimed F. ?I. Merrell 168 Location and Description ; In M^- of SE^-, Sec. 31, T.8 N. , R.4 W. , S.B.B.& M. At eilge of tree's on rond easterly from barn. Head of ditch is west of here and alongside M-17 A. Use: Not used. Reference Point : Top of 14 inch casing in dug pit approximately 4 feet below average gmund. Elevation of reference point: Dist. R.P. to Dist. R.P. to Date water surface Date water surface Sept. 10, 1930 2.2 Oct. 2, 1931 2.0 Dec. 13, 1930 0.6 Nov. 5, 1931 0.6 Mar. 19, 1931 0.3 Jan. 7, 1932 0.3 May 20, 1931 0.8 Mar. 8, 1932 0.0 Aug. 5, 1931 2.2 May 26,. 1932 0.4 M-17 A Locati on and Description: In mvi of SE^, Sec. 31, T.8 N. , R.4 W. , S.B.B.& M. 150 "feet west of M-17 and 6'feet oast of ditch. Use: Not used. Reference Po^Dnt; Top flange on suction pipe of abaiidoned pump, Elevat:! .-n cL' rf-Terence uoint: Date Sept. 10, 1930 Dec. 13, 1930 Mar. 19, 1?31 May 20, 1931 Aug. 5, 1931 Dist. R.P. to • Dist. R.P. to water surface Date water surface 3.3 Oct. 2, 1931 3.0 1.5 Nov. 5, 1931 1.6 1.2 J^n. 7, 1932 1.2 1.8 Mar. 8, 1932 1.1 3.4 May 26, 1932 1.6 169 Title i3, cor.tiimed M-18 F. H. Me r re 11 Location an ii ^d escription ; TTer,.r miHdle of south lino of SEt" of WI^, Sec. 31, T.8 ' . R.4 T-T. , S.B.B.S- M. Near Athel tree at house in clearing. Tank near by. Use: Not used. Reference Point; Top of 24 inch casing 0.9 feet above ground. Elevation of reference point; Dist. R.P. to Dist. R.P. to Date water surface Date water surface Sept. 10, 1930 18.4 Oct. 2, 1931 18.3 Doc. 13, 1930 17.7 Nov. 5, 1931 18.0 Mar. 19, 1931 17.0 Ji.n. 7, 1932 17.1 May 20, 1931 17.1 Mar. 8, 1932 17.2 Mud Aug. 5, 1931 18,1 . May 26, 1932 17.0 Mud M-19 F. H. Merrell Location njid Descriptior: In center and near west line of }Vii^ of NIY^, Sec. 31, T.8 U. , R.4W„, S.B.B.& M. At ranch house. Use: Domestic and Irrigation. Reference Point; Top of 8 inch circular concrete curb 1.0 foot above ground . Elevation of rr^erence point ; Dist. K.P. to Dist. h.P. to Date vrater surface Date water surface Sept. 10, 19^0 45.0 Jrin. 7, 1932 44.6 Dec. 13, 1930 4b. ,-. 4, 1932 44.3 Mar . 19, 1931 44.5 May ^6, 1932 44.1 May 20, 1931 44.8 July 6, 1932 44.4 Aug. 5, 1931 44.9 Dec. 8, 1932 44. e Nov. 5, 1931 44.9 R,iji 170 Table 43, coutiiiTied M-20 Locnticn ^.nd Description: Nenr southeast corner of SE-^ of SW^, Sec. 19, T . 8 N., R.4 W., S.B.B.& M~ Use: Not used. Reference Point: Top of 3" x 4" hlock at base of Bulldozer Pump and resting on one inch board on 4" x 6" timber, 0.7 feet above s.verage ground. Elevation of reference point: Dist. R.P. to Dist. R.P. to Date water surface Dete water surface Sept. 12, 1930 52.0 Jan. 13, 1;>32 51.9 Dec. 13, 1930 52.2 Mar. 4, 1932 51.6 Mar. 27, 1931 51.9 May 26, 1932 51.3 May 20, 1931 51.8 July 6, 1932 51.2 Aug. 5, 1S31 51.7 I.I-21 Location rnd Des cription; In southeast corner of SW-^- of SEJ, Sec. 19, T . 8 N., ?.4 '^' , ~.lf. fl .&^ M. Reference Point; Top of 6.0 foot concrete curb 1.0 foot below average grouac^ , Elevation of reference point; Drte DiFt, R.P. to water surface Dj te Dist. R.P. to water surface Sept. 12, i:v-.0 Dec. 13, 1330 Mar. 27, IC^l 17,3 17.2 16.5 I'ay 20, 1931 Aug. 5, 1931 16.5 17.2 M-22 I,ocation ond Description: Lord In center and near south line of SW-^ of SW-^, Sec. 20, T.8 N., R.4 '"'f. , S.3.B.& M. Use; Domestic and Irrigation. Reference Pn: nt; Top of concrete curb on north side of pit and approx- i ma t o T~d .0 feet be lov7 ground. Eleva'^ion o^ reference no^'nt: Dist. R.P. to Dist. I,. P. to Date water surface Date water surface Dec. 13, 1S30 3.0 Jan. 13, 19o2 2.5 Mar. 26, 1^31 2.5 Mar. 8, 1932 2.0 Oct. 2, 1931 3.4 Fay 26, 1932 2.1 Nov. 5, 1931 3.2 Jo.n. 10, 1934 2.5 171 Table 43, continued M-23 Warren Smithson Location and Descriotion: In southwest corner of S^,^, Sec. 20, T.8 II., R.4 W., S.B.R.& M. Reference Point: Top of wood cover on nit 2.05 feet below top of con- crete block curb. Elevation of reference point; Dipt. R.P. to Dist. K.P. to Date water surface Drte water r-urface Sept. 10, 1930 3,5 Mar. 8, 1932 0.6 Apr. 1, 1931 2.0 May 26, 1932 3.1 Nov. 5, 1931 0.8 July 6, 1932 3.5 Jan. 13, 1932 0.9 M-24 Helendale Orchards Location and Description: In center and near south line of SE-j of KEx, Sec. 30, T.8 H., R.4 W. , S.B.B.& ¥.. Use: Irrigation. Reference Point: Top of concrete pit at floor level of dugout pump station. Elevation of reference point: Dist. R.P. to Dist. R.P. to Date water surface Date water surface Sept. 12, 1930 1.7 Nov. 5, 1931 1.6 Dec. 13, 1930 1.1 Jan. 13, 1932 0.5 Kar . 19, 1931 0.3 Mar. 4, 1932 0.0 May 20, 1931 0.1 May 26, 1932 +0.4 l.J 172 Tatle 43, coatirraod M-25 Jr.?. Leonrrd Location -'.nd nescr i ntion ; In southwest corner of S''/|-, Sec. 10, T.8 TJ., F,.4 'f., S.R.BT*': }\ Use: Domestic, Reference Point; Top of 8" x 6" timber at ground level on etist side, 3 feet t'.hovc concreto cnrh, Elevation of reference point: : Dist. R.P. to ' Dist, P.P. to Date water surfr^ce Datp wn.ter surfi^ce Sept. 10, 1D30 13.8 Nov. 5, 1931 15.0 Dec. 18, 1930 15.0 Jr.n. 13, 1932 15.0 Mp.r. 26, 1931 12.4 ?'^r. 8, 1932 - 12.5 Mr.y 20, 1931 11.8 T'ay 26, 1932 11.4 Aug. 5, 19.U 13.2 Dec, 8, 1932 t 14.2 M-26 Location and Description: KeB.r GO'it}rvc;s t c">rr!er of SE-^, Sec. 2, T.Sli., R.4 T.7~'^.B.B.*-~ir. ^I-Jorth of road pnd power lire. Railroad ties cci'erod Tith rocks over pit. TIse: Not used: R eference P o^'nt: Top of concrete curb on south side 0.5 feet abo-'e gi'ound . Elevation of reference point: ^ist. P.P. to DTst. P.F. to Date v;ater .surface ^a':r wter surface Sept. 16, 1P30 ?6.0 Jan. 13, 1932 24.4 Apr . 1, 1931 24.1 Mar. e, 1932 23.9 May 20, 1931 24.3 May 25, 1932 24.2 Aug. 5, 1931 25.7 Jan. 10, 1934 25.4 I 173 Table 4?, coitinued M-27 Locr-.tion and Description; In center and near west line of MW| of SEx. Sec". 15, T.3N., E.4 W. , S.B.B.& M. At edge of river wash, 30 feet north of hank. Use: IJot used. Reference Point ; Top of 6 foot concrete curb on north side and ?..0 feet above average f^round. Elevation of reference point; Dist. R.P. to Dist. R.P. to Date water surface Date water surface Sent. 19, 1930 12.8 Nov. 5, 1931 13. 3 Dec. 18, 1930 9.2 Jan. 13, 1932 8.5 Mar. 26, 1931 8.0 Mar. 8, 1932 7.6 May 20, 1931 8.9 I-ay 26, 1932 8.0 Aug-. 5, 1931 11.8 July 6, 1932 9.2 Oct. 2, 1931 13.1 Nov. 15, 1932 9.6 M-28 Cornell Location end Description; Near southed rt ■'^orner of S'Y.! of SEx, Sec. 15, T.8 K., R.4 W. , S.B.P.; M. Under two cottonwoods 30 "feet north of house . Use: Domestic. peference Point; Three notches on east side of redwoof^ curb 0.3 feet above ground. Elevation of reference point: Dist. P.^. to Dist. P.P. to riate water surf a -e DFte water r-urface May IV, 1922 * 11.1 Aug;. 5, 1931 : 1:5.9 Sent. 12, 1930 15.0 Nov. 5, 1931 16.6 Aor. 1, 1931 10.2 Jan. 13, 1932 11.9 May 20, 1931 11.0 Mar. 17. 1932 10.9 * Measurement from W. F. Rowe . 174 Table 43, continued M-29 R. Shillinplaw Location and DescriDtinn: In center and near west linR of W!-^ of KE|, Sec. 14, T.8 IJ.~ R.4 w7, S.P.'^.,!t- M. In clunp of willows 600 feet north of pumoing plant at house. Use ; Not used. Reference Point ; Three nntcl-ies on south side of 2" x 12" curb at ground level. Elevat-icn of reference point: Dist. R.P. to Dist. P.P. to Date water snrface Date water surface Jan. 24, 1930 7.8 Oct. 7, 1931 10.9 Ser)t. 11, 1930 a 10.6 Nov. IV, 1931 10.8 Apr. 3, 1931 7.4 Jan. 13, 1932 7.8 Kay 20, 1931 7.4 Mar. 17, 1932 6.1 Aug. 5, 1931 a 10.4 May IC, 1932 7.6 a - Pumping plant 600 feet south operating. M-30 J. A. Decrow Location and Descrir'tion: In southwest corner ■^.f SE^, Sec. 12, T, R.4 '■'•!., S.B.E.^ M. Reference Poirt; Elevation of reference "-loint: 8 N. : Dist. R.P. to . Dist. R.P. to Date ; water surface Date • vmter surface Apr. 3, 1931 9.0 Jan. 13, 1932 9.7 May 20, 1931 9.5 Mar. 17, 1932 8.6 Aug. 6, It 31 10.5 May IS, 1932 8.4 Oct. 7, 1931 12. C Nov. 15, 19.-2 S.9 Nov. 17, 1931 10.6 175 M-31 Table 43, continued Conger Location and De sc rintion ; In SS^ of SEz", Sec. 27-,, T.8 N., R.4 W. , S.B.B.5-. M. West o7~~water t&nk northeast of concrete house. Use: Not used. Reference ^oint: Ton of iron clnmp on railroad tie blocks over casing 0.6 feet above ground. Elevation of reference point. Date Sept. 12, 1930 Apr. 2, 1931 Dist. R.P. to water surface 134.8 134.5 Date June 23, 1932 Dist. R.P. to water surface 134.7 M-32 Conrf'd L'^cation and Description: Near southwest corner of Wff^ of SW ■?: , Sec. 24, T.8 }!.', R.4W., S.n.B.<5: M. Near shacks northeast of Conger. Use; Not used. Reference Point: Top of 8 inch caring 0.2 feet ahove ground. Elevation of reference point: Date Sent. 18, 1930 Dist. R.P. to water surface 136.0 Date ;pr. 2, 19.;^1 Dist. R.P. to w'iter surface 136.0 M-33 Dr. M. H. Kutch Location and Description: Near center of west line of IM-^, Sec. 31, T.8'N., R.3 W. S.B.B.&¥I ~n east side of road south from Wild 4 miles. Use: Domestic. Reference Point: Tcp of 4 inch wood clamp 0.3 feet above ground. Elevation of reference noint: Date Oct. 4, 1930 Dist. R.P. to water surface 12^.7 Date Apr. 9, 1931 Dist. R.P. to water surface 12?. 5 176 Tatle 43, contin-ued M-33 A Location air^ Description: Nenr southwest corner of IW}- of S^'!^, Sec. .31, T.8 IT. , E.3 "•!. , S.B.P.fr M. ^50 feet northeast of K-33 B and three feet southwest of a dry well. Referenc e Point ; Top of 10 inch battered casing, O.b feet above ground. Elevation of reference point: Date Dipt. P.P. to water surface Dnte Diet. P.P. to water surface Oct. 4, ly30 Apr. 9, 1931 159.0 158.9 Mar. 17, 197<2 158.8 M-33 B Location and Descriotion: In S'T?- e^nd 0.3 miles north of the Fouth- west" corner" of Sec. •'^l , T.B't-;., P. 3 W. , R.'^-.B.^^ M. 50 foet southwert of M-33 A. Reference ^^oint: Too of 10 inch cas'^ng, 0.2 feet above ground. Slevr-tion o"f' reference point: Oct. Apr. Date 4, 1930 0, 1931 Dist. P.P. to water surface 159.6 159.3 Date : Dipt. R.P. to t water surface I.'ar. 17, 1932 159.2 H-34 Wfestphalea Location and Description: In southeast corner S'-f-J of SYifx, Sec. 30, T.BInI., R.3 V;.TS.B."..^nE in Vista Valley. Usi:: Donestic. Reference 'Point: Top of 30 inch corrugated iron casing of dug vrell anproxirrTately 1.0 foot above ground. Elevation of reference point: Date Sept. 12, 1930 /-pr. 2, 1931 Dist. R.P. to water surface 205.8 205 . 4 Patf .Jure 23, 1932 r.ist. P.". to water surface 205.2 i bfia a c *;-'■' 177 M-35 Tablo 43, continued Miller Location rind Description; Nenr center of east linf of S'V-?- of SE-j;, Sec. 18, T.8 W., R.3 n\ , .S.'^.P.J- M. In clc«aring at foot of rock hill. Use: DoTTiostio. Reference ^olnt; Top of 1 inch wood covor of nit at ground level. Elevation of reference noint: Date Sept. j;pr. 18, 1930 197:1 Dist. P.P. to water Fiirff.ce 150.6 150.4 Date ! Dist. R.P. to i T"/ater surface June 23, ly32 lbO.5 M-36 Arthur Brisbane Looption and De scription; Near center of north line of FE^: of NWj, See. 18, T.8 Y.., E.3 "^., S.^.B.^ I'l. Beference Poirt: Top of wood cover on pit at rround level, 1.0 foot below too of concrete curb. Elevation o^ reference oointj Date Jan. 24, 1930 Dist. K.P. to water surface 56.8 Date ";"?t. R.P. to ''rf-.ter sur'fpce M-37 Location '^nd Description: Near northvrest corner of SE"r of FSj, Sec. 7, T.8' K. , 1.:.3 "■n~, ^'.3.1: '^~, ^Kea.r wat^^r tank south of ir^ud and railroad tie shack on bank of ri'^^er. Use: Domestic. Reference Point: Too of 4 foot rock curbed pit at ground level. Elevation of reference ^oi"t; Dist. R.P. to Djst. R.P. to Date water surface Date T/ater surface Sent. 11, 1930 13.1 Nov. 23, 1931, 12.7 Apr. 2, 19?.l 11.3 Jan. 14, 1932 11.6 May 20, 1931 11.8 I'ar. IV, 19?;2 9.8 Aug. 13, 1931 13.1 ?.lay 18, 19.-^2 11.2 178 K-38 TalDle 43, continued Everett Swing Location ind Description: In southeast corner of I'^T-J of SW;^-, Sec. 4, T.8 N., P. 3 VJ. , S.B.B. k M. North of railroad at gates. Athel and mesiuite hedre near by. Use: 'fot used. Reference ^oi'^'t: Top of timber across pit, over 6 inch iron casing in bottom, at ground level. Fle-'^ation of referer^ce ooirt: Dist. P.P. to Dist. P.P. to Date 'vater surface Date water s'lrfpce Jan. ?A, 1930 15.3 I'lo^r. 23, 1931 15.7 Sept. 11, 1930 15.4 Jan. 14, 1932 15.1 Apr. 2, 1931 13.6 rar. 17, 1932 13.4 May 21, 1931 13.8 Kay .18, 1S32 13.3 Aug. 5, 1931 15.3 I.Iar. 2, 1933 13.4 M-39 Location and Description: In F/.'^ of r.'ii. Sec. 3, T.8 N. , R.3 W. , S.B.B.i'- !'. Up wash from store at Hodge, I,- ear low dirt bank. Use: Not used. Pefererce 'Po"''t: Ton of 1 inch board cover of nit at ground level. Elevation of r^'rfercnce noint; 2300.9 Jan. So-pt. riate 24, 1930 11, 1930 Dist. P.P. to vrater s.i.rface 42.7 41.6 Date May 20, 1931 Dirt. P.P. to water surf roe 39.5 c ■. i 179 M-40 Ta'jle 43, continued L . S . Eme r s on Location and Description; In S"{^ of SW|-, Sec. 34, T.9 N., R.3 t/. , S.B.B.iS: M. Pumping plant st south edge of highway. Use; Irrigation. R eference Point; Three notches in timber at ground lovel in northwest cornrr of Dit, Elevation of reference point; 227.3.4 ! Dipt. R.P. to : Dist. R.P. to Date water surface Date water surface Jan. 15, 1919 * 16.1 • Dec. 25. 1931 : 17.1 Jan. 14, 1923 ** 13.1 . Feb. 15, 1932 12.6 Jan. 24, 1930 16.5 Feb. 23, 1932 : 12.9 Sept. 11, 1930 15.5 Mar. 1^ 1932 12.0 Dec. 12, 1930 16.7 Apr. 6, 1932 ! 11.9 Feb. 13, 1931 14.7 May IS, 1932 12.0 Mar. 17, 1931 13.5 Sept. 23, 1932 : 14.8 May 6, 1931 13.9 Nov. 15, 1932 15.5 Aug. 5, 1931 15.6 Mar. 2. 1933 12.5 Oct. 7, 1931 16.9 Dec. 14. 1933 16.8 Noi'-. 17, 1931 17.3 * Measurement from 'V.S.P. 578, page 435, well 79. ** Measurement from 17. P. Rowe. M-41 Location and DescriDtion; In SE^ of W:iT, Sec. 34, T.9 K., R.3 W. , S,B.P.& M. On north side of highway and oast of old rfd iron shed cast of Hodge. Sign on shack "Nafick House." West of road to Hinkley. Use; Not used. Reference Point; Base of pumo at top of concrete block at ground level, T=;ievation of reference point; 2302.1 Dist. R.P. to Dist. R.P. to Date water surfc^cc Date water surface Jan. 17, 1930 50.2 Aug. 5, 1931 47.5 Mar. 6, 1930 49.3 Oct. 2, 1931 49.8 Apr. 15, 1930 45.5 Jan. 7, 1932 49.4 Sopt. 11, 1930 47.4 Feb. 23, 1932 46.1 Mar. 17, 1931 46.0 Anr. 6, 1932 44.9 May 6, 1931 45.9 May 18, 1:^3? 44.6 .t^ fj.n :,?!. Table 43, continued 180 M-41 A Nellie Storey __^^___^ In SE^ of SE|, Sec. 34, T.9 N., P.. 3 W. , mile southeast of M-41. Location F.nd Description m S.B.B.& M. Reference Point ; Top of concrete at ground level, Elovation of reference point; 2381,4 Date Di?t. R.P. to water surface Dnte Dipt. R.'^. to water surfpce Sent. 19, 1930 Apr. 19, 1951 Feb. 23, 1932 126.3 126.5 126.8 Apr. 1932 V-T. 22, 1933 126.7 126.1 M-41 B Location anri Description ; In M\ of W]\, Sec. 11, T.8 N. , R.3 W. , S.B.B.i- M. l-^- mile south of M-41 A end farther up sam.e draw. Bed rock point ends 50 feet southvrest of -ivell. Reference Point; Top tie on west, 0.35 feet above concrete of shaft at ground. Elevation of roforenoe point; Date Dist. R.P. to water surface Date Dist. R.P. to T/-ater surface Sept. 19, 1930 Aor. 19, 1931 124.1 124.6 Apr. 7, 19>:2 Mar. 22, 1933 124.4 124.4 M-42 Emile Egraud Location an^ Description; In NE-^ of FEf, Sec. 27, T.9 1., R.3 Vf. , S.B.B.& M. Bird farm on old Steohens Ranch, 300 feet north of house. Use: Domestic. Reference Point; Top of concrete pit, 1.0 foot above gro'ind. Elevation of reference oit; 2235.7 Dist. R.P. to Dist. R.P. to Date water surface Drte water surface Jan. 24, 1930 26.2 Oct. 7, 1951 26.6 Mar. 17, 1931 25.1 Jan. 7, 1932 28.7 May Aug. 20, 1931 13, 1931 23.2 24.6 Mar. 17, 1932 a 16.2 a - Pumping 40 feet south. buifr.tir.co A Hf^iH ■« I 3 Il^-M V ' ".t t'.i'.li si.^a ."rfir.n 181 lal^le 43, continued M-42 A Location nr.d Description: 3/8 mile north of M-42, Reference ^oint: Top of curb. Elevation of reference point; 2232.6 Dist. P.P. to water surface Dist. R.P. to water surface Date May 20, 1931 23.1 Date M-43 Sweeten Location and Description: Near northcsst corner of W!^ of KE-I-, Sec. 19, T.9 N., R.2 ■'■[., S.n.B.& M. ^Kear Southern Sierras Power Co. power line and west of aviation field. Use: Domestic. Reference Point; Top of 2" x 12" plank pump base planks rest on concrete foundation 1.0 foot high. Elevation of reference point; 2256,0 1.2 feet above ground. Date Dist. R.P. to water surface Date Dist. };.P. to water surface Sept, May Aug. 11, 1930 27, 1931 19, 1931 65.8 66.5 66.8 Mar. 17, 1932 Sept. 22, 1932 67.2 66.0 M-44 J. E. Sickner Location and Description; In southwest corner of SW-| of W^, Sec. l9,~T7FlT771''3~5'rrrir.BTH~ M. Reference Poinfc: Top of round concrete cement pit curb at ground level, Elevation of reference point; Drte Jan. 14. 19 3 Dist. R.P. to water surface 103^8 Dcte Jan. 17, 1930 Dist. R.P. to water surface. Dry 182 Ta"ble 43, continued M-45 Location and Depcriptl on; In SW4- of SWx, f>ec. 13, T.9 K., R.3 W. , S.B.R.fr M. Wort}, of house near south edge of railroad. New concreti block house with rescrvnjr and swrminin^ pool. Use: Irrigation. Reference Point; Top of concrete pit on south side 1.0 foot above ground level. Elevation of reference point: 2226.5 Date Jan. 24, 1930 May 27, 1931 Dipt. R.P. to water surface 37.2 39.3 ^)at^-'■ Aufe. 13, 1931 Apr. 6, 1932 Dist. R.P. to water surface 39.6 38.3 M-46 Lenvrood Mutual Water Company Location and Description: In southeast corner of W,^, Sec. 18, T.9 N., R.2 Yf. , S.E.B^a- M. Use: Irrigation. Referen ce Poin t: ih inch pipe under pump 1.4 feet above floor level. Elevation of reference point: 2248.3 Dist. R.P. to Dist. R.P. to Date water surface Date water surface Jan. 17, 1930 64.0 , Mar. 2'6, 1932 67.2 Sept. 11, 1930 66.5 I'ay 4, 1932 66.7 May 27, 1931 6^.8 Sept. 22, 1932 65.8 Nov. 23, l;^31 67.9 ! M-47 Location . . ri De scription: In SW-^ of S^V^, Sec. 8, T.9 N. , R.2 W. , S.B.P.ifc M. ijcrcheart of Jenvroo;'' near rock ridge. Peferonr-o Fpi rt; Top of 12" x 12" across pit at ground level. "Rlcvaticn of reference point; Date Jan. Jan. 14, 1923 17, 1930 Dist. R.P. to vrater surface * 45.0 Dry Date Sept, 11, 1930 Dist. R.P. to water surface Dry * Measurement from W. P. Rowe. 183 TaHe 43, continued M-47 A Location r.nd Description : In NE^- of NE-^ , Sec. 18, T.9 N., R.2 V^ , S.B.B.& M. 300 feet north of railroad crossing at Lenwood. Use ; Not used. Refertnce Point: Ground level. Elevation of reference point; I Date Sept, 11, 1930 Dist. P.P. to water surface 49. nry Date Dist. P.P. to water surface M-43 L ocation and Description: In SE-4- of SE|-, Sec, 6, T,9 N,, R,2 \U , S.B.B.&- I.', Well'is north of west end of rock hog back. Use: Fot used. Reference Point: Top railroad tie at ground level on east side of 7' X 7' wood pit with well in hottom, Elevation of reference point: 2183,8 Date Sept. 11, 1930 Aug 19, 1931 Dist. P.P. to water surface 17.7 19.1 Date Nov. 23, 1931 Mar. 17, 1932 Dist, R.P, to water surface 19,4 11.5 M-49 Fogelsang Location and Description: In northwest corner of SE-|- of SW|-, Sec, 1., T.9 N., R,2 W. ,'S.B.B.ft M, 'Yell is east of well at group of cabirs on south side of highway west of Bo.rstow Fill, Reference Point: Elevfc.tion of reference poirt: Date Dist, R.P. to water surface Date Dist. R.P, to w.-iter surface Jan, 14, 1923 * 59,5 Jan. 17, 1930 60,3 * Measurement from W. P. Rov.'e. ^ M ' Mi a. X.«i ^aae 184 Ta'ble 43, continued M-50 Location and Description ; In S^vi of SW^, Sec. 27, T.9 ¥., R.3 W. S.B.3.^- M. On west fence line and north of road (Hodge to Hinkley)! On ranch nearest gauging station. U_sc: Irrigation. Reference Point: Top of concrete block pit on south s:de at ladder; i.U toot abo-'-o average ground. Elevation of reforenoe point Jon. Ma.r. May- Date 24, 1930 17, 1931 20, 1931 Dist, R.P. to water surface 18.4 14.8 17.7 Date Aug. 13, 1931 Feb. 4, 1932 Feb. 23, 1932 Dist. P.P. to water surface 21.2 16.2 14.6 M-51 J. Slagill Locati on _£nd_J2c£crj£tioru In NE^ of m^. Sec. 28, T.9 K., P. 3 W. S.B.'^.fr M. At edge of river. Use; Domestic bottom of pit. — - &'•''■ i.. j.k. <<.,i, 0«OJ.ilg J.il Eleva tion of reference Doint : ! Dist . R.P. to : Dist. R.P. to Date : water surff ^co Date : water surface Sent. 11, 1930 17.0 Jan. 7, 1932 : 20.4 Feb. 13, 1931 6.7 Feb. 4, 1932 14.5 Mf:r. 17, 1931 4.6 Mar . 4, 1932 3.4 P.ug. 5, 1931 20.2 Jan. 10, 1933 : 11.4 Oct. 7, 1931 22.2 F^b. 9, 1934 ■ 4.3 Dec. 23, 1931 . 22.5 .r-,fM->r -> .^•^s .■^L oiad <■:.<» *■?: 185 TaMe 43, continued M-52 Location and Do script ion ; In SE-|- of ST/z-, Sec. 10, T.9 N., R.3 \Y. , S.B.B.^ M. On hill. Use: Not used. ReTorence Point ; Small hole punched in west side of casing, 0*5 feet above ground. Elevation of reference point; 2292,2 , nist. F.P. to Dist. P.P. to Date Tvater surface Date water surface Apr. 4, 1930 90.8 Mar. 29, 1932 91.7 Feb. 25, 1931 : 91.4 July 26, 1932 91.7 Aug. 6, 1931 91.4 Dec. 22, 1932 91.5 Mar. 10, 1932 91.7 Feb. S, 1934 91.1 M-52 A Location rind Description In SWi of SVJf, See. 32, T.IO N. , R.3 W. , S.B.B.&i M. Two miles north and two miles west of M-52. Reference Point; Top of bearing 2.8 feet above ground. Elevation of reference point; 2259.4 Feb. Aug. Date 25, 1931 11, 1951 Dist. R.P. to water surface 83.8 84.0 Date Mar. 10, 1932 Di^^t. R.P. to water surface 84.2 M-52 B Location rnd Descriotion: Near cmtcr of north line of IW-^, Sec. 32, T . 10 N., E.3 Vf., S.B.P.Flu Reference Point: Top of 2" x 12" curb at ground leve. Elevation of reference noint; 2219.2 Dirt. R.P. to Dist. R.P. to Date water surface Date water surface Feb. 25, 1931 54.7 July 26, 1932 55.2 Aug. 11, 1931 54.8 Dec. 22, 1932 55.4 Mar. 10, 1^32 55.1 Feb. 9, 1934 55.7 Mar. 29, 1932 55.1 .•?f?r 3«0 , oi .T.a .i:-.!'! ': p.-t .q.l .d?if!' : ,.W S. 8.58 j'^ ('".■>'' 186 Table 43, continued 1^-5? C Location r.nd Descriptio n; Near cc-ntor of 'Test lire of SW|-, Sec. 29, T.IO K., R.3 W., S.B.B.f M. Rpference PoJnt ; Top of 7 inch casing, 0.3 foot above concrete. Rlevntion nf reference point; 22C9.7 Date Dist. R.P. to water surf^.ce Feb. 25, 1931 a - Pumping slowly 51.2 Date Mar. 10, 1932 Dist. R.P. to water surfr.ce a 51.7 H-52 D Location and Descriction: Koar cfntcr of north line of Sec. 28, T.IO 1*;., R . 3 ¥ir. , S.B'.B Sr F. Reference Point: Top of 1 inch pl^nk cov^r 0.1 foot above ground. Elevation of reference point; 2161.1 Dnto Feb. 25, 1931 Dipt. R.P. to water surface 15.7 Dritc Dist. R.P. to ivf-.tnr surface F-52 E Location and Descrip tion; In SE|-, Sec. 8, T.9 N., R.3 Vf . , n.B.B.ft M Eeforence Point : Top of 12 inch casing 2.0 feet above ground. Elevation of -rdforence point; Date Feb. 25, 1S31 Aug. 11, 1.531 Dist. R.P. to water surface 118.9 1]9.2 Date Mar. 10, 1932 D:st. R.P. to m.ter surface 119.4 187 Tp.'ble 43, continued 11-53 Location ■^nr' Description: In northeast eornor of Sec. 10, T.9 N., R.3 W. , S.Fi.B.*: }'. On edge of Flone to river. Use: Not used. Reference Poi nt; Top of 6 inch casing at ground level, 3 ties bolted together at southeast corner of house. Elevation of reference point: 2256. Dist. R.P. to Dist. R.P. to Da te water surface Date water surface Apr. 4, 1930 77.9 Mar. 4, 1932 80.8 Dec, 19, 1930 79.0 Mar. 29, 1932 80.4 Mar. 17, 1931 79.3 , July 26, 1932 78.4 Aug. 6, 1931 79.9 Dec. 22, 1932 77.3 Feb. 4, 1932 80.8 M-53 A Location and Description: In northwest corner of S^'!^, Sec. 11, T.9 II., R.3 W., S.^.B.f- K. At foot of hill. Use: Not used. Reference Point: Top of 1" x 12" board on north upright 1.0 foot above wood cover ni.d 2.0 feet above ground. Elevation of reference noint: Dist. R.P. to Dirt. R.P. to Date water surface Date water surface Dec. 19, 1930 26.5 : Mo.r. 29, 1932 S4.8 Mar. 17, 1931 26.9 July 26, 1932 21.5 Feb. 4, 1932 28.2 Dec. 22, 1932 22.0 Mar. 4, 1932 26.2 188 Table 43, cOiitinued M-54 Location a nd Desoript ion; Near center of NEx of SEJ, Sec. 3, T.9 N., R.3 W., S.B.B.irm On east side of road. Use: Not used. E eference Point : Top of 12 inch casing 2.4 feet above ground. Elevation of reference point: 2242.9 Dist. R.P, to Di? Date '.vater surf'ce D----.te wat Apr, 4, 1930 66,8 : Mar. 4, 1932 Dec. 19, 1930 67.3 Mar. 29, 1932 Mar. 17, 1931 67,5 July 26, 1932 Aug. 6, ir;31 67.9 Dist, P,P. to water surf f ce 68,9 68.7 67.6 I.I-54 A Location and Description: -n In southwest corner of \m\ of .W-|-, Sec. 35, T.IO F., R.3 T-T. , 3/4 mile south of M-70 A. Reference Pcir.t: Top of wood curb on nortli side at ground. Elevation of reference point: 2212,0 Dist, R,P. to Dist. R.P. to Date water surface Date water surface Sept. 19, 1930 52.0 ¥ar. 29, 1932 53.4 Dec. 19, 1930 51,1 Apr. 21, 1S32 54.1 Aug. 6, 1931 54,0 July 26, 1932 55.4 Mar. 4, 1932 52.8 Dec. 22, 1932 54.4 M-55 Locftion rnd Description: In southwest corner of Sec. 27, T.IO F., R.3 'T. , S.'"f.B.& ?'I. On north side of Highway. Service station on corner, Use: Irrigation and domestic. Referrncp P oint; Top of 2" x 12" boards t.cross pit, 1.1 feut below door fill w' ich is 0.6 feet above ground. Elevation of reference point: 2196.0 Date Apr. 4, 1930 Far. 17, 1931 Aug. 11, 1931 Dist, R.P. To" w^ter surface 40,1 41.8 42,6 Date Nov. 17, 1931 Mar. 16, 1932 Mar. 29, 1932 Dist. R.P. to water surface 43.2 43.4 43.1 M-56 Ta^ble 43, continued Osborn 189 Loca ti on • nd Dosori ption; In southeast corner of Sec. 10, T.9 N., R.3"W., s.b.hTFIT. Use; Not used. Reference Point ; Top of 2 inch wood curb on oast side at ground level, Elevation of reference point; 2209.2 Dist. R.P. to Dist. R.P. to Date water surface Date water surface Sept, 11, 1930 20.5 Feb. 4, 1932 22.8 Dec. 19, 1930 21.0 Mar. 4, 1932 18.4 Mar . 17, 1931 21.6 Far. 29, 1932 17.8 Aug. 5, 1931 22.2 July 26, 1932 13.1 M-56 A Bullock Location '^nd Descri p tion : In southwest corner of Wf-^ of Wlr, Sec. 14, T.9 N., R.3 W. , S.B.B.& V,» At pumping plant on east side of road. Reference Peint ; Top of 2 inch well cover at ground. Elevation of reference ooint; Dist. R.P. to D:?t. R.P. to Date water surface Date wator surface Dec. 19, 1930 23.8 Mar . 2J, 1932 16.0 Mar. 17, 1931 24.4 July 26, 1932 13.0 Aug. 5, 1931 24.9 Oct. 5, 1932 14.2 Feb. 4, 1932 25.0 Dec. 22, 1D32 16.0 Mar. 4, 1?32 17.3 Jan. 10, 1934 19.7 M-57 Location ; nd Descrip tion; Near northivest corner of MI^ of S^.V-r, Sec. 14, T.9 N., R.3 W. , S-ETF." M. Tall corrugated iron tank at well. Use : Kot used. ReferencG Poi nt; Top of concrete block pit on so^jth side at ground level, Elevation of reference point: . Dint. R.P, to Dist. R.P. to Date . waucr surface Date water surface Sept. 11, 1930 21.5 Feb. 4, 1932 24.0 Dec. 19, 1930 23.1 Liar. 4, 1932 11.6 Mar. 17, 1931 23,8 Mar. 29, 1932 9.6 Aug. 5, 1931 24.4 July 26, 1932 12.0 190 Table 43, continued M-57 A Locrtion rnd Deficription ; In northeast corner of SE-|- of SE-^;-, Sec 15, T.9 N., R.3 IV., S.3.B.(?: M. On west side of rond rt edge of river. Reference Point : Top of 12 inch or.sing necir 30 inch casing, 3.0 feet below ground. Elevation of reference point; 2217,9 Dist. R.P. to Di D^-ite water surface Date wa Dec. 19, 1930 17.9 Mar. 4, 1932 Mar. 17, 1931 18.5 Mar. 29, 1932 Aug. 5, 1931 19.1 July 26, 1932 Feb. 4, 1932 18.4 Dist. R.P. to water surface 3.8 2.6 6.2 M-58 George Tyler Location and Description ; In southwest corner of SW-^, Sec. 33, T.ll W., R.3 W. , S.B.B.& M. Use: Irrigation. Reference Point ; Top of 30 inch concrete pipe casing northeast of house, 0.3 feet above ground. Elevation of reference noint; 2067.3 Date Dist. R.P. to ■'.TO.t'jr Turfacc Date Dist. R.P. to water s'.irface May 31, 1930 Feb. 25, 1931 Apr. 27, 1931 10.1 10.2 10.4 Mar. 10, 1932 Dec. 22, 1932 10.3 Plugged M-59 Locution and Description ; Near center of north line of SWx of ETVir^-, Sec. 5, T.IO 1;., R.3 '.T. , S.B.B.& M. Flowing well bet'-eon tvro'roads on south side of Harpr-r Lake .lust west of square concrotc trough. Reference po-'nt: Elevation of reference point; DTsTT R.P. to water surfDce Dist. R.P. to water surface Date Dnte May 31, 1930 Mar. 10, 1932 Flowing Flowing May 4, 1932 Fl owing J 191 Table 43, continued M-60 Location • nd Dcf^criptlon ; Near center of north line of ¥ff~ of KE|-, Sec, 6, T.IO N., R.3 I'T. , S.B.B.^ M. Flov/ing well or spring on south side of Harper Lake, Reference Point; Elevation of Reference point: Dist, R,P. to water surfo.ce Tdst. P.P. to virtter surfcce Date Date May 31, 1930 Mar. 10, 1932 Flowing Flowing May 4, 1932 Flo7\ring M-61 Location and Dcscrintion: Hear northvrest corner of NEi" of SE-^-, Sec. 30, T.ll N., R,3 i.V. , S.B.B..?.- V<. Flowing well on Blacks Ranch.' Reference Point: Elevation of reference point: Nov. Aug, Date 1919 1922 27, 1931 Dist. R.P. to water surface * Flowing * Flowing Fl Giving T)t Mar. 10, 1932 Dec. 22, 1932 Dist. R.T^, to water surface Floiving Flowing * Measurement from W. P. Rowe , M-62 Location and Description: In northwest corn'^r of IWj-^ of SE-z-, Sec. 30, T.ll N., R,3 '■{., S.B.B.~l47 Small well in yard near cook shack. Reference Point; Top of 5 inch galvanized iron casing 1.6 feet abnve ground. Elevation of reference point; D*^ May 31, 1930 Feb. 25, 1931 Aug. 27, 1931 Dist. R.P. to water surf roe 3.5 3.3 5.8 Date ?!Lr. 10, 1932 Dec. 22, 1932 Feb. 9, 1932 Dist. R.P. to water surface 4.0 4.7 4.6 4 192 Table 43, continxied T1-64 Location and Dc^scription : In northeast corner of SE-?-, Sf-'c. 28, T.ll v., R.3 '.v., S.B.B.«- M." Reference Point ; Top of 12 inch casing with 6 inch inside string 1.2 foot above ground. Elevation of reference point: 2080,6 Dist.;R.^. to Dist. R.P. to Date wr.ter surfrce Date water surface May 31, 1930 42.8 July 6, 1932 43.1 Feb. 25, 1931 42.9 Dec. 22, 1932 43.2 Mar. 10, 1932 43.0 Feb. 9, 1934 43.6 Mar . 29, 1932 43.0 M-64 A Location -ind Descriotion: TJear the northeast corner of SEx» Sec. 28, T.ll N., R.3 "I., S.^.B.^- I'. 175 feet west of M-64. Use: Not used. Reference Foi'-jt : Top of 6 inch casing 1.3 feet above ground. Elevation of reference poirt: 2079.1 Date Dist. P.P. to water surfncc Date Dipt. P.P. to ^v'-.ter surface Hay 31, 1930 41.4 Feb. 25, 1931 41.4 Ma r . 10, 1932 41.6 M-r. 29, 1932 July 6, 1932 Feb. 9, 1934 41.6 41,6 42. Dry M-65 S. F. Edv/ards Location and Description: 600 feet north of southeast corner of Sec, 28, T.ll N.,' L.3 lfrr"sTB"7T.&' IJ. On west side of rord in cottonwoods. Galvanized iron trough and dirt reservoir. Reference Po"-rt: Top of 2" x 10" board cover of pit at {ground level. Elevrt'on of reference point- 2073.5 Date Dist. P.. P. to water surface Date Di£.t. R.P. to water surface May Feb. Aug. 31, 1930 25, 1931 27, 1931 21.3 21.4 22.4 Mar. 10, 1932 July 6, 1932 Dec. 22, 1932 22.2 22.1 22.9 0\i M 193 Ta'':ile 43, continued M-66 Location pnd Dcf^crintplon: Near center of south linr of 55^^- of IM-k, SecT34~T.ll i;:., R.3 'Y. , ^.B.B.S- M. 0.6 r.ilc north of south line of Sec, 34 in galvanized pump house v.dth cottonwoods 300 feet east of road, Use ; Not used. Reference Point: Top of 12" x 12" timber across pit, 1.5 feet above curb ton at ground level. Elevation of reference point: 2086.9 Dist. R.P. to Dist. P.P. to Date viTcter surface Date water surface Mo.y 31, 1930 29.5 : Mar. 29, 1932 29.9 Feb. 25, 1931 29.7 Dec. 22, 1932 30.0 Aug. 27, 1931 29.7 Feb. 9, 193* 30.2 Mt-r. 10, 1932 30.0 M-67 Location and Description: Uerr souther.st cornf-r of K"?-, Sec. 4, T.IO F., R.3 W. , S.B.3.(^ M. At northeast corner of abandoned reservoir, Use: Not used. Reference Po int; Top of battered 12 inch casing 0.2 feet above ground. Elevation of reference ooint; 2099.2 Pa te Nov. 8, 1919 May 31, 1930 iJist. p.p. to vrs^ter surface * 34.6 35.1 Date Feb. 25, 1931 Aug. 27, 1931 Dist. R.P. to water surface 35.4 52. clogged * Meas'irement from ■■T.S.P.578, page 272, well 36. L 194 Table 43, continued M-68 L ocatio n a nd Description! In southeast corner of SW-4 of SVf^, Sec. 11, f.lO'LT., R.3 Yf. , 3.B.B.& M. Northeast of old shnck. Use. Not used. Reference Point: Top of 2" x 12" curb of octagon pit 0.2 feet above ground level on east. Elevation of reference point: 2142.1 Dist. R.P. to Dist. R.P. to Date water surfcice Date water surface May 31, 1930 27.6 Mar. 29, 1932 32.3 Mar . 19, 1931 31.8 July 6, 1932 32.4 Fay 27, 1C31 31.9 ! Dec. 22, 1932 32.8 Aug. 11, 1331 32.0 Fob. 9, 1934 Caved in Far . 10, 1G32 32,2 . ' M-63 R. B. Riley Locat ion rnd Descript ion: ITcar ni^rthcast corner of SY'I^ of WH^, Sec. 24, T.IO IJ., R.3 W. , S.BT3"r& ^i, 1000 feet north of house at reservoir, TJso: Irrigrtion. Refe ren ce Point: Top of puinp base on casing 1.0 foot above ground in puir.p house. Elevation of reference point: 2165.1 Date May 31, 1930 May 27, 1931 Dist. R.P. to water surft-ce a 51.0 33.2 Date I,'ar. 10, 1932 July 6, li^o2 Dist. R.P. to water surface 33.2 34.6 a - Pumping. ■^^c 195 T^.l^le 43, continued M-70 Locatio n and Des cription; In southwest corn'jr of SEI of SE,^, Sf^c. 26, T.IO IT., R.3 W. , C.'B.P..& m7 Weir box on north side of hifhw^iy. Reference Ppint ; Top of wood curb on north s^de at ground Irvel. Elevation of reference point: 2183.0 Dist, R.P, to Dist. R.P. to Drte ! water surf-Acc D o'tu W-ter surface Apr. 4, 1930 28.2 Mar. 29, 1932 51.7 Dec. 19, 1930 29.8 ! Apr. 21, 1D32 32.0 Mar. 19, 1931 29.7 ! Mr.y 10, 1932 32.2 Aug. 6, 1931 30.0 , July 6, 1932 a 32.9 Nov. 17, 1931 32.1 . Jr..n. 10, 1933 33.8 Mar. 10, 1932 : 31.6 Jan. 10, 1934 33.6 a - Pumping nearby. M-70 A L. A. Finney Location and Description: In soutm^'est corner of Cec. 2G, T.IO N. , R . 3 Vf., S.n.B.l- Ijf. Use: Domestic windmill. Ref erence Poi nt; Top of 0.2 foot clamp on casing 1..S feet abo^'s ground. Elevation of reference point; 2185,5 Dist. R.P. to Dist. P.P. to Date water surface D Bte water surface Apr. 4, 1930 a 36.3 Tlov. 17, 1931 33.9 Dec. 19, 1930 a 33.8 Mar. 4, 1932 33.6 Mar. 19, 1931 34.4 Mar. 29, 1932 a b 36.0 Aug . 6, 1931 a 37.4 Apr. 21, 1932 36.2 a - Pumping 2C0 feet south, b - Vfindmill pumping. 196 TaMe 43, continued M-70 B Locafcion r nd Dpf-criptiop.; In KN^ of SW-^-, Seo. 26, T.IO N. , R.3 v/. , S.P.B.& M. Olcl punp-'ng pl-'.nt north of residence. Reference Point : Top of pump base ut ground. Elevation oi' reference Doint: 2177.2 Dist . P.P. to Di St. P.P. to Date wr te r surf' -•ce Date wa ter sui'face Dec. 19, 19;^0 24.8 Mar. 4, 1932 25.1 Mor. 19, 1931 25.5 Mar. 29, 1932 27.8 Aug. 6, 1951 28.4 Apr. 21, 1932 27.6 Nov. 17, 1931 26.2 '.V71 A. Harris L ocation ?nd inscr iption; F'^ar ."^outh^vopt corner of Sec. 23, T.IO N., R.3~. , S.B.F.'c' ~. iTortTTof rock hill rnd east of road. Roference ^o i-_t: Too of railroad tie at ground level on east side of curb. Elev'i-!-ion of reference pclr.t: Date Sept. 19, 1930 Dec. 19, 1930 June 4, 1931 Aug. 11, 1931 Dist. R.p. to water surface 26.9 26,9 27.4 28.0 te I'ar. 10, 1032 I>/ar. 29, 1932 Dec. 22, 1932 J'.ist. P.P. to vater surface 2b. 26.2 2C.5 M-72 a. Podgett Loc ation and Descriotion; ''etir northeast cf>rner ■)f S#-, Soc. 6, T.9 N. , R.2 .{., r, .B.B.k F. At northeast corner of d irt reservoir. Reference '^nint: Top of 2" x 6" plank cover across pit 0.5 feet above ground • El'" vat ion of reference ^oint : 2184,5 : Dist. R.P, to : Di?t. P.P. to Date water surface Date water surf^'ce Jan. 17, 1930 lb, 5 -.'ov, 17, 1931 18.6 Do c . 19, 1930 17.0 - Far. 16, 193? 11.7 Aug. 1?, 1931 • 18,2 Kay 4, 1932 10.6 !/!-72 A Table 43, co..tiaued Dc Wolf 197 Locfttion 'v.nd Descri-ition ; Cno-hf.lf nilc: south of Rucker pumping plrnt nopr river r.'c ii.orth .-nd of l^rces and in northwest corner of hay fir Id r-nd. at southcafit corner of reservoir, P ofor'-noe Point ; Top of 1.? inch casing in tic lagged pit to and inclrid- ing ?far. 20, 1929; then ton of 2 -'.noh cover on nit 12.56 feet a' ovc 12 inch casing in pit, ^Icv.-.tion of rcfurcnoc ncint; D-ite S^pt. 25, 1925 Mr.r. 20, 1929 *5,5 * 7.fi * Lleasurer'ent from '.'/. F. Rov.-e. Dist. R.P. to ••rater sur^aco Dr,te Dec. IP, 1^30 Mry 4, 1&32 Dirt. p.P, to ■wrttr surface 16.4 13.2 M-73 Locat io n an d Descri pt ion; In scuthonst corn.'r of SW-^ of S1T|-, Sec. 31, T . 10 V. . ~7r''jf7," r, .^. .^ .i- V. Use ; Irrit^ation. F"'feren'"e "oint; Top of c^-sinf unr'er our.p at ;1r line 0.8 feet f-hce ground, ^Icv'-ti-n of 'rf~ rencc point: 2183.8 Sept. Dec. natfi 19, 1930 19, 1930 Dist. E.^. tn yr.tr-r surf?:.ce 21,0 19.1 Aug. I'r r • 2l-tr 1-^, 1.^31 10, l.;32 Diet. F.^. to i.TCt-r purfrce 21.6 IV. 3 ?>74 J. D. Fich Loc^^oion and Descri: tion; In southeast cornt.T of S'T-x of SV/-^, Sec. 30, T.IO v., R.r -T. , '^.1.3 J- l':, Vsr ; Doriostic Fvferenoc Point: Top of 'vood clamp 0.47 feet ; bove top of cement pipe c '•- sing -Thi c li is 1 . b feet ab c ve gr oun d . E.levrtion of ref -rence point: 2179.0 nist. R.P. to Dist. F.^. to D'\tr 'Vr tor surf" ce Pati- water surface Apr. 4, 1930 20.1 Mar. 29, 1932 a 21.9 Drc. 19, 1930 20.8 Apr, 21, 1932 a 22.4 Mar. 27, 1931 21.6 May 12, 1932 a 21.8 Aug. 13, 1931 22,3 July 6. in 32 b 25.1 Nov. 17, 1931 22.4 Jf.n. 11, 1933 20,6 Mar. 4, 1932 21,4 Jan, 10, 1934 20,9 Pumpinr nearby Windm.ill pumping slrwly M-75 Ta^le 13, co.itiimed Mrs. Loftus 198 Location rnd Doscripti.on- In northcr.st corner of .SE.^ of S"'fr, Sec. 19, T.1F1~pT2~.~'sTb.~^'T''.' New well on side b?ll north of school. U se; Doipestic. pTTIVri ncc Point: Top of wood cl'-rip 0.62' x 0.62' on cnsing which is nt ground level, Elevrtion of reference point: 2217.0 Dist. K.P. to Dist. P.P. to r--te W! ter purf f ce Date water surface Apr. 4, 1930 e.'^.s Mrr. 10, 1932 64.5 Dec. 19, ls30 63.6 July 6, 1932 c e^'.i Mr-.y 21, 1931 63.9 Jrn. 11, 1933 64.9 Aug. 13, 1931 64.2 n - Windnill oumoing. M-76 School House Legation and description: In southeast cornt r of Sec. 30, T.IO I'., E, 2 '■'i7~.?;.B'.?.- K. Use: Domestic Reference Point: Top of 4" x 4" wood clamp vj-hich is 0.33 feet above c^ sing top and 2.33 feet above concri te slab. Elevation of reference ooint : 2177,5 nist . P.P, to : Drtf ■^ water surf'^ce : Apr. 4, 1930 18,0 : Doc. 19. 1930 19,0 : Hay 21, 1031 19,4 Aug. 1", 19"1 19,8 : Nov. 17, 1931 20,2 : Di ft . R.P. to D-te vm te] r surface Far. 10, 1932 20.3 Anr. 21, 1932 20.0 May 1^, 1932 19.8 July 6, 1932 18.9 M-77 Location rnd Description: Near center of north line of W^l^ of VE-k, Sec. 32, T.IO K., R.2 ^v. , r,.B.3.;-. ¥. Pit in old lake bed on south side of highway. Casing in bottom. Refererce ^oirt: Top of wood curb on north ride at ground level. Election of' ref ."rence noint: 2171.1 Date Dist. P.P. to water surf a c-: Dp. to Dist. E.P. to water surface Apr. 4, 1930 Sept. 19, 1930 Dec. 19, 1950 13.0 13.6 14.0 ray 21, 1931 Au.p-. 13, 1931 , Jn.ly 6, 1932 16.5 16.7 14.8 I 199 M-78 Ta''"'le 43, continued .^. S. Hill Loortion r.nj Descri ption; Krr,r center of west line of IHIf^ of W-f-, Sec. 4,' Ti9 N., 'R.2 "!., ^.^^. ?,./>■ ?.". Use: Irrigation. Pefrronc c Po int; Top of circular concrete pit. Elevation of reference point: Dc.te Dist. K.P. to water surf'.'oe Sept. 26, 1925 ; * 14.4 Deo. 10, 1928 : * 14.6 * Measurement from ''•'. P. Rowe . f. - Furoing. Date Mc.r. 16, 1932 Dist. p.. P. to v/r tc r nurfroc a 16.5 M-79 A.. L. Sloc.n Location r.nd Description: In northwest corner of Soc. 3, T.9 N., R . 2~., S.">.#- F. Use; Irrigation. Reference Point; UndorRidn of 2 inch tirb^.r under concrete sill on south' wall 9.?2 feet rbove top of casing. Elevation of reference point; 2150.1 Date Apr. 4, 19?0 Dec. 19, 1930 Fay 20, I9?;i Dirt. R.P. to water surface 12.7 13. B 13.7 Date ITov. 24, 1931 Mar. 16, 1932 May 12, 1932 Dist. P.P. to weter surf fee 14.2 11.4 11.0 K-SO Location a nd De scription ; Hear center of SW% of SE-|, Sec. 35, T.IO N. , R.2 W. , S.B.B.^ri'i^ South of highway and north of railroad at tall vitri- fied tight strved pipe. Use; Fot used. Reference Point; Top of 8" x 8" timber on east side of pit. Elevation of reference point; Dist. R.P. to Dist. R.P. to Date v.'-j.ter Furfsc* Date w^'ter surf'?cc Apr. 4, 1930 8.8 Mar. 16, 1932 8.1 Dec. 19, 1330 9.7 . Mar. 29, 1932 8.0 May 21, 1931 9.5 May 12, 1932 8.1 Aug. 12, 1931 10.3 Jon. 11, 1933 9.2 Nov. 24, 1931 ! 10.8 200 Ta'^le 43, continued M-81 Location f^nd De sTription; Near northeast correr of SE^ of S'T^, S e o"; 36, T.IO 1~pT2~.7~''Tb , B * ^- M . Use: Domestic. Reference Point: Top of 2^' x 4" door sill 0.5 feet above average ground, Elfc.votTon of reference point: 2110,6 Dist. R.P. to Dist. R.P, to Date water surfrce Date water surffce Apr. 4, 1930 8.7 Oct. 7, IP.-^l a 10.9 Doc. 19, 1930 9.1 Nov. 24, 1P31 9.9 May 21, 1931 9.7 Mar. 16, 1P32 a 7.G Aug. lo, 1931 10.7 May 13, 1932 8.2 a - Windmill pumping. M-82 Water Co. in P.rrstow Loc".tion Tine Description: Near center of west line of ITl-^ of NEj, Sec. 6, T.9 N., R.l'i".'. , S.B.'^.f M. At old ice plant betwe^-n tracks. Southwest of Standard Oil Co. station. Use: Not used. Reference Point: Top of 16 inch casing 0.34 feet below base of pump at floor level of honsc. Elevation of reference noirt: 2094.5 Dote Sept, 19, 1930 Dec. 19, 1930 May 27, 1931 Aug. 13, 1931 Nov. 24, 1931 Mar. 17, 1932 Dist. R.P. to water surf act 10.7 9.4 9.5 10.5 10,0 7.5 Date Apr. 27, 1932 Mf-v 10, 1932 Aug. 8. 1932 Nov . 15, 1932 Jan. 23, 1934 Dist. R.P. to wter surfrce a 7.0 a 7,3 8,0 8.4 a 8.2 a - Pumping 300 feet northwest, M-83 Table 43, continued M. E. Richardson 201 Locfition rnd Description: Horr souther.pt corner of ^'f-^j of SE-|, See. 30, T.IO N., P.l '-!., S.B.B.T M. It big cottonwo'^d. Use: Domestic, Reference '^oint: Top of concrete foundation for pump 1.1 feet above ground . Elevation of reference noint: 2152.5 Date Dist. R.P. to writer surf;'' CO Dftc Dist, R.P, to water surface Apr. 4, 1930 Dec. 19, 1G30 72.1 73.3 ¥r.y 2^, 1931 Aug. 13, 1931 73.6 ''4.2 M-84 Mrs. Gilh&m Location and Description: In southesst corner of NE-|- of WN^, Sec. 31, T.lO^Iv., R.l W. , S.B.B.& ITT" In engine house rt tank on vrest side of street, Use: Domestic and irrigation. Reference Point: Hole in pump base 0.5 feet above top of concrete founda- tion, Elevntion of reference point; 2130.7 Dist. R.P. to Dirt, F,P. to Date water surfrce Datt '•/ater surface Apr . 4, 1930 48.6 Apr. 2-, 1932 47.1 Dec. 19, 1930 49.6 V.'iy 10, 1932 47.0 May 27, 1931 50.1 Aug. 8, 1932 48,8 Aug, 13, 1931 51.0 Nov, 15, 1932 48.7 Mar . 16, 1932 47.8 ! K-85 E. ¥'. Havre s Location and Dcscrintior: In southeast cornf;r of j:TE|-, Sec. 31, T.IO N. , R.l "•'•!. , S.B.B.T'T^ TTcroTs^from old Chas, Fitchel house. Use: Domestic. Reference Point: Tr-p of 2 inch clamp on cylinder at overage ground level, Elevr.tion of reference point: 2094.1 Dist. R.P. to ■ Dist. R.P. to Date Yre.ter surface Date water surface Oct. 20, 1919 * 11.6 . Mar. 17, 1932 9.0 Apr , 4, 1930 10.0 Apr. 27, 1932 8.4 Dec. 19, 1£30 a 11.5 Jiay 10, 1932 8.3 May 7, 1931 11.9 Aug. 6, 1932 10,6 Aug. 13, 1931 12.7 Nov. 15, 1932 10,4 Oct. 7, 1931 TO T 1*- • ' Jan. 23, 1934 10.2 * Measurement from ■'7,S,P,5"'8, page 435, well 60. a - Pumning 300 feet south. i Tatle 13, continued 20£ M-86 A. B. Jensen L ocation anri Description; In southwest cnrnT of F.T-x of SE-^, Gee. 31, T.10':i., K.l Y!.', S.B.3.^ 1~ South of old road to Kinklcy. R qf e renco Po/ni: ; Top of 2" x 12" across pit fit ground level, ond 5.0 feet above top of 12 inch cr.sing. Elevation of reference point; 2097,3 : Dist. R.P. to Dist. R.P. to Date water surface D .te vrater surface Oct. 6, 1928 *15.3 : rar. 17, 1932 10.1 Mav 30, 1930 15.3 Apr. 27, 1932 ■ 9.7 Dec. 19, 1930 13.4 May 10, 1932 ■ 9.8 ray 27, 1931 14.1 Aug. 8, 1932 12.4 Aug. 13, 1331 14.0 Nov. 15, IP 32 12.2 Oct. 7, 1931 13.9 * Measurement from ^'f. P. Rov/e , M-B7 Compton Locotion and Descrip tion; In SW-> of IIE^, Sec. 32, T.IO N. , R.l ViT, , S.B.B.& M. This is old pumping olant near housrr. Red iron pump house. Reference Point; Ton of 8" x 16" stringer across big pit at about aver- age ground level. Elevation of reference point; Dist, R.P. to Dist. R.P. to Date water surface Date water surface Mar . 13, 1927 *11.3 Nov. 24, 1931 15.6 Oct. 11, 1927 *14.3 i:ar. 23, 1932 13.1 May 30, 1930 15.0 Moy 26, 1932 a 13.0 June 21, 1931 14.7 * Measurement from. W. P. Rov/e, a - Pumping. r:-68 Sandoz Location and Des cription; In FTJ of I^.Tt^, Sec. 33, T.IO N. , R.l XI., S.E.B.fr M. Old vrin'dmill north of highway. Use; Fot used. Reference Point ; Top of 4" x 4" vrood clomp on 4" x 6" clcmps 0.65 feet above top of 12 inch casing and 1.6 feet a'hovc ground. Elevation of reference ooint; Date Dist. R.P. to water surface Date Dist. R.P. to vrater surface May 30, 1930 Jan. 31, 1931 30.3 30.8 Nov. 24, 1931 liar. 23, 1932 31.8 29.5 203 Table 43, co,-.tinued M-89 Locrtlon unr) Pescription; In IXr of Nl/?-x-, Sec. 4, T.9 N. , R.l VT. , S.P..B.I?- I.f. ■'icll in ^icld near concrete box. R cferc'ncc Point ; Top of 6 inch screw cosing in pit ot olH pumping plant 4.7 f ». et below fivcrtu-e ground. Elevntion of' reference Doint; Date Dist. R.P. to wnter surface DRte Dist. R.P. to water surface ¥ny 30, 1930 Jan. ?1, 19?1 Filled M-90 L. P. Haney Loceti on end Doscrip ti on; In r'l}- of NEv;-, Sec. 4, T.9 N. , R.l W. , S.B.^.fr if. Use: Hot used. Reference Point: Top of 7 inch galvr.rized iron casing on well in duck pond, 1.3 feet above ground. Elevation of reference point: Date Dist. R.P. to water surface Date Dist. R.P. to water surface Oct. Oct. 11, 1927 6, 1928 *4.0 *5.0 May 30, 1930 Jan. 21, li'.^l 6.5 7.0 * Measurement froi?. Vf. P. Rowe . F-91 R. Hp.rlrn Location and Description - In Wj} of mi^, Sec. 10, T.9 N. , R.l Vf. , S.B.B.&1\^. This is old oumping plant in tie house south of large concrete reserv ir. Reference Point; Top of rallrocid tie curb on north 1.4 feet above ground and 6.25 feet above top of casing in pit. Elevation of reference point: Dist. R.P. to Dist. R.P. to Date vnter surface Date vrjr.ter surface June 12, 192 i *11.4 Nov, 24, 1931 16.0 Seat. 12, 1925 *13.4 Ma r . 23, 1932 8.8 Oct. 11, 1927 * 9.S . May 1, 193? ■ b 6. Oct. 6, 1928 *12.9 May 26, 1932 7.1 May 70, 1930 a 28.0 rov. 15, 1932 10.1 Jan. 21, 1931 14.9 * Measurement from V.'. P. Rowe, a - Pumping b - Hep,surement from owner. 204 M-92 Table 43, continued Gibbs Locrtion end De.';cript^" r,n: In W.j of m^. Sec. 10, T.9 N. , R.l W. , S.R.B.f M. About 200 feet south nf house. Use: Irrigation. Reference Point; Top of square wood curb in underground house for pump, 7,3 feet below cover on pit. Elevation of reference p^^int; Sept. Oct. Oct. May- Jan. D'-.te 12, 1925 11, 1927 6, 1928 30, 1930 21, 1931 Dist. P.P. to water surface * Measurement froni * 10. * 4.7 * 7.8 9.9 10.2 P. Rowe , Date Nov. 24, 1951 Mar. 23, 1932 May 26, 1932 l:ov. 15, 19-^2 Dist. R.P. to water surface 10.7 5.2 3.2 5.1 M-92 A Location and Descriptinn ; In W.} of 1IE-|, Sec. 10, T.9 F., R.l Y{. , S.B.B.c?- M. 600 feet southwest of M-92 Reference Point: Top of 12 inch casing in tie curbed pit 4.6 feet below top. Elevation of reference point: Date Oct. 6, 1928 Kay 30, 1930 June 21, 1931 Dist. R.P. to water surface *8.5 10.2 10.1 Date Mar. 23, 1932 May 26, 1932 llov. 15, 1932 Dist R.P. to water surf pce 5.2 3.7 5.4 * Measuren'cnt from ''."f. P. Rowe . M-93 Location and Description ; In !?# of Wli, Sec. 11, T.9 N. , R.l W. , S.B.B.-?.- M. This is the "Fish Pond", a well known watering place on the old overli nd road. There was always '.vater here. Only one small dug hole with water. No fish. Use: Dorrestic. Ref orence Point: Top of two 6" x 6" timber bridge across fish pond. Elevation of reference point: Dist. P.P. to Dist. R.P. to Date water surface Date water surface I 'ay 30, 1930 8.7 Nov. 24, 1931 9.2 Jan. 21, 1931 8.6 205 M-94 Table 43, continued Stone Location r.nd Description ; Near center of s|- of NSr, Sec. 11, T.9 N., R.l "^T. , S.B.B.* M. R eference Point ; Top of 6" x 14" timber at -virrimill east of house, 0.5 ff'jt shove ground r.nd 1.7 feet above top of casing. Elevation of reference point; Df\te Sept. 12, 1325 Oct. 11, 1927 Dist. R.P. to wr,ter surface * 21.3 * dry Date May 30, 1930 * Measurement from \'I. F. Rowe . Dist. } .P, to water surface 17.5 dry M-96 C. A. Leak Location and Description; In northeast corner of Sec. 8, T.9 N., R.l '.T. , S.3.B.*- I'. At hog 'farm on State Hip-hv/ay east of Barstow. Small concrete lined reservoir just west of well. Tank son.th of well. Use; Domestic, Reference Point: Top of casing level with top of concrete slab, 0.5 feet above ground. Elevation of reference point; Dist, P.P. to Dist. R.P. to Dcte water surface Date vmter surface Oct. 23, 1919 * 98.5 Aug. 13, 1931 a 98.0 ]\'lfty 24, 1922 ** 84.2 Mar. 17, 1932 a 93,3 Sept. 19, 1930 93.6 ^'^,y 11, 1934 a 94.1 ♦ Measurement from 1T.S.P.5"8, page 435, well 66; and page 471, well 149. a - Windmill pumping. ♦ * Measurement from W. P. Rovre . M-97 Greys tone Auto Camp. Lo-.ation pr.d Description ; In F'^fx of SW-^ , Sec. 10, T,9 U. , R.l W. , S.B.T^.& v.. Use; Domestic. Reference Point; Top of wood planks 0.14 feet above top of casing, and 0.6 feet above ground. Elevation of reference point; ^i*' 4- ■ Sept. 19, 1930 Mar. 17, 1932 Dist. p.r. to wrter surface 59.4 a 52.3 Date Apr. 28, 1932 Dist. R.P. to writer surf^ricc 51.2 w a - Windmill pumping. 206 Table -13, continued M-98 LocRtion rnd Description : In SW-^ of SV;-,^- of Sec. 12, T.9 N. , R.l W. , S.B.B.& M. Reference Point: Top of 1? inch oesing in ^ox at Van DyVo ditch jurt belovj- sand box pate. Elevation of reference point: 1994.8 Dist. R.^. to Dist. P.P. to Date water surface Date water surf'^ce Feb. 21, 19?0 12.0 Fay- 30, 1930 12.7 Vnr. 7, 197,0 11.0 Jan. 21, 1931 13.8 I!ar. 19, 1930 11.1 Aug. 13, 1931 Ib.l Apr. 16, 1930 12.3 Nov. 23, 1931 15.1 Apr. 23, 1930 12.3 Feb. 16, 1932 7.3 M-99 Mamantain Location and_ Description: In NF;J of NE|- of Sec. 13, T.9 N., R.l W. , S.BTbJ"^^ TvTst~ncrth of~Vrn Dyke ditch - 200 feet west of Range line and at end of pipe line to tank on sr.nd hill. Use; Kot used. Ref er-.mce Point: Top of sill of curb of dug nrcll with casing on south side at ground level. Elevation of reference point- 1993.0 Dist. R.'^. to Dist. R.P. to Date water surface Date water surfac--^ Sept. 12, 1925 * 18.5 Feb. 27, 1930 22.8 Feb. 1'^, 1927 * 13.3 Fay 30, 1930 23.3 Oct. 11. 1927 * 8.9 Jan. 21, 1931 Dry Oct. 6, 192C * 1-^.6 * Measurement from V[. P. Rowe. 207 TaMe 43, continued M-lOO Looption v.rA D'^scrintion: F. Rvcrse In :r# of FEt-, Soc. 1.3, T.9 F. , F.l 71. S.'^.R.^- ¥.. Gas e'.ie:ine in rrlvarizod iron pump house. Pefercrcc Point : Top of 12 inoh cr.^^r.g in nit 8,87 feet hclovT bottom of tie co"-er which is 0.4 fret f.boT'e f^round. Elevation of rr.fvrc nar ooint; 1992.9 Dist. r .P. to Dipt. P.P. to D' tc water surf;'Cf D. itc v.fcitcr '■urfr.-ce S'-^pt. 12, 1925 * 4.0 Oct. 23, 1928 * 14.0 ¥.nr. 20, 1£26 * 14.8 Jan. 20, 1930 ie.5 Feh. 16, 1927 * 9.4 Fob. 27, 1930 I'^.S Feb. 28, ly27 * . ?'ry 30, 1930 18. 5 ¥ay 12, 1927 * J-n. 21, ly31 19.6 June 22, 1927 * 1.3 Aug. 13, 1931 21.3 Oct. 11, 1927 * b.O !vOY. 13. 1931 21.2 Sept. 23, i:28 * 13.5 Feb. 16, 1932 12.3 * Measurement from '';'". P. Rovre , M-101 Morrf 1 Location rnd Description: I'^ southr'-..st c.-^rncr o^ ^■'■c. 1, T.7 T'., P. 5 Tf. , "S.B.^.,?- V. On bnnk rt edge of -ctivc c?---nrol. Reference Point; Top of 8 foot concrete curb 1.0 foot below r-rernre (ground . Elevation of reference poiTit ; 24'^". 4 D:'.tc Oct. 4, 1930 I'ar. 19, 1931 rxy 20, 1931 Aug. 5. 1931 Nov, 5. li:31 Di;;t. P.p. to Dist. P.P. to writer purfrce Drte water surf' ce 2". 8 J'or. 8, 1932 25.5 2^.8 i;ry 25, 1932 26.0 26.1 July 6, 1932 26.4 27.6 Dec. 8, 1932 26.2 26.4 LfttaA: 208 TaT^^le 43, continued M-105 Jones Log- tion rnd Descriptio n; In m-} of M?^ , Sec. 30, T.6 N., P.. 4 ^'I. , S.B.H.^ V, Ilnnd nump ft oottrge ;ibovc Jon^-F housf. Uso: Domestic. Pef crence ^oint: Top of woori pump base 2.4 feet above piound. ElevRtion of reference point: Date Sept. 17, iri30 Dec. 20, 1?30 Dist, P.P. to water Furf'^ce 14.5 14.4 Date Fay 1-. l^-'^l Dist. P.P. to water surface i4.4 lA-106 Location ard DescriDtlon: In nortliwest corner of ¥''^ of S^Y-^, Sec. 2, T.7~. , R.5 ' ■^ , S.^.'^J r. Fre-ont Trail. 1.3 miles west of sign at southeast corner of Herril clet^rinr. Tin house 500 <"eot southwest of well. Use: Not used. Pef "erence Point: Top end of 1" x 6" upright in well curb -n south side 0,9 feet abo're ground. elevation of referonce point: 2523.3 Pate Dist. P.P. to watt-r rurfacf" Date Dist. P.p. to water surface Dec. 13, 1930 lar. IJ, i:.31 May 20, IJ/'l 9b. 2 96.2 : 98.1 Aur. b, 1931 pier. 8, 1832 July 6, lf.-32 96.1 98.2 98.2 209 Tacle 43, continued L-1 B. A. Funk Location and Descr iption; Southwest corner of F'T^, Sec. 18, T.9 K., R.l E., S.^.P.<«- M. South side of Van Dyke Ditch abov^ Greer's rpnch. Use: Irrigation. Reference Point ; Top of 4" x 6'* well curb on south side at overage ground level. Elevation of reference point; 1996.8 , Dist. R.P. to Dist. R. P. to ■^ate : water surface Date water surface Sept. 12, 1925 * 25.8 : Mar. 19. 1930 30.1 Mar. SI, 1926 * 26.0 : Anr. 16. 1930 32.0 Feb. 16, 1927 * 20.0 . May 7 • > IS 30 30,8 May- 12, 1927 : *10.3 : May 29, 1930 30.8 June 22, 1927 ! *10.8 ! Jf-n. 21, 1931 30.8 Oct. 11, 1927 : *15.2 Apr. 23, 1931 32.3 Nov. 23, 1928 * 25.8 : Aug. 12, 1931 33.2 Dec. 12, 1928 ! * 25.8 ! II ov. 23, 1931 33.7 J an . 20, 1930 29.6 : Feb. 16, 1932 25.9 Feb. 21, 1930 30.0 ! Apr. 6, 1932 11.4 Feb. 27, 1930 ! 30,0 ! Mar. 30, 1934 24.9 Mar. 7, 1930 30.0 * Measurement from. 1^. P. Rowe . I L-2 R. Greer Location and Descriotion; In northeast corner of SV/i, Sec. 18, T.9 N. , R.l T,. , S.B.B.;- M. Forth ,-ide of Van Dyke Ditch and west of housa. Use; Doirestic. Rpferenr^e Point; Top of 12 inch cas^'rg in pit 7.2 feet below top of curb at ground level and 8.4 feet below top of 2" x 6" timber rcross pit, Flevtirn of reference noint; 1984.9 Date Dist. P.P. to "rater surface Date Dist. P.°. to w'lter surface Oct. 23, 1913 Dec. 10, 1919 * 17.7 * 17.3 Jan. 22, 1920 Apr, 7, 1924 * 18.0 12.3 * Measurements from 17,S.P. 578, page 490, well 42, 210 Talkie 43, continued L-3 R. Grper Location and Descriotion: In northeast corn'?r of SIT-^, Sec. 18, T.9 1-1., E.l F,., .S.^.F.^~.~Ju£t south of center of Sec. 18 and north of Greer's house. Use: DoTTiestic. Reference Point: 1 inch board around suction pipe of small pump at ground level 1.8 feet above 12 inch casing in pit. Elevation of reference point: 1986.8 Dist. R.P. to Dist. R.F. to Date wat'.r surface Date wrter surface Apr. 7, 1924 * 17.5 Oct. n, 1927 * 12.5 June 12, 1924 * 18.5 Sent . 23, 1928 * 22.9 Aug. 12, 1925 * 19.3 Feb. 27, 1930 27.7 Feb. 16, 1927 * 16.4 . Hay 29, 1930 28.5 May 12, 1927 * 5.3 Jan. 20, 1931 27.8 June 22, 1927 * 7.0 * Measurement from "f. P. Rowe. L-4 Location and Description: In southvrest corner of S'"'^-};, Sec. 16, T.9 F., R.l E., S.3.R.,«- M. Old well near Borf:X 'Vorkr. Use; Not used. Reference Poi nt; Top of wooden curb on east side 3.0 feet Pbove ground level . Elevation of reference point: 1394.0 Dist. R.P. to Dist.R. .P to Date water surf Eice Date wster surfrce Sept. 13, 1917 * a 55.2 Jan. 22, 1920 * b 88.6 Feb. 16, 1918 * 76,2 Feb. 16, 1927 ** 71. Dry Oct. 23, 1919 * 86.0 }'oy 29, 1930 61. Dry Dec. 10, 1919 * 86,5 * Measurements from Vf.S.P. 578, page 490, "fell 45. a - The accuracy of this measurement is Tuesti^nable , b - Pumping. ** Measurement from VI, P, Rowe . L-5 Table 43, continued B. Lamantain 211 Location and Description ; In northeast corner of FY|-, Sec. 21, T.9 N., f-.l v., ^.B.R.A- M. In town of Dagrett. Use: Domestic. Reference Point ; Top 2" x 12" redwood curb 2.5 feet pbove ground on east side nnd 1.67 feet above top 4" x 6" timber bolted through derrick. Elevation of reference Doint: 1994.5 Dist. R.P. to Dirt. R.-°. to Date water surface Date watpr purffico Oct. 24, 1919 * 78.5 Dec. 16, 1922 ** 56.9 Jan. 22, 1920 * 86.0 Feb. 16, 1927 ** 82.4 Fay 24, 1922 ** 56.8 May 29, 1930 84.5 Sect. 15, 1922 ** 60.7 Jan. 20, 1931 97.4 * Meapurement from w.s.p. 576, page 490, ""Yell 46, corrected for chnnge in reference point. ** Measurement from YJ. P. Rowe , L-6 Van Dyke Location and Description ; Near center of iri(T-|-, Sco, 22, T.9 IT., R.l E., S.B.B.(!i- M. Near Van Dyke entrance to ranch. Use: Domestic. Reference Point; Top of casing on east sii^e, level with ground surface. Elevation of reference point; 1969.0 Dist. P.P. tc Dist. I .P. to Date water surface Date water rurffco Oct. 25, 1919 * 75.0 Aug. 13, 1925 ** 76.0 Fay 24, 1922 ** 47.0 Feb. 20, 1930 70.7 * Sept. 14, 1S22 ** 50.2 May 22, 1930 73.3 Dec. 16, 1922 ** 57.7 Aor. 22, 19.'-1 80.9 Jan. 22, 1925 ** 74.7 Aug. 12, 1931 76.8 * Measurem.ent from ^'\F,.V. 578, page 466, '"fell 47, *♦ Measurement from Yf. P. Rowe. f 212 Table 43, continued L-7 TonTi of Da,?;frett Lo cation f nd fioFcriDtion: Hear carter of ^W~, Spc. 16, T.9 F., R.l ^., S.B.R.i'- M. Few well in v/ash. Derrick at galvanized pump houso. Use: Funicipal. Reference Point: Top of 2 inch curb on east side 1.9 feet above ground surface. Elevation of reference point: 1977,4 DJst. R.P. to vrater surface Dnte : Di?t. R.P. to : water surface May 29, 1930 Jan. 20, 1931 82.0 83.0 Date Aug. 12, 1931 Nov. 23, 1931 83.2 83.3 L-8 Location and Description: Center of west line of lUJ-^, Sec. 24, T.9 N., R.l E., S".F!.".A- V. Hear Catick's ranch. Reference Point: Top of 6 inch casing at wood clamp 0.5 feet above ground. Elevation of reference point: 1953.6 Date Dist. p. 13. to water surface Date Dist. R.P. to water surface Feb. 20, 1930 May 22, 1930 Far. 17, 1932 71.8 72.3 74.7 July ?l, 1932 Jan. 11, 1933 Jan. 23, 1934 71.7 72.2 74.3 L-9 Chester Swan Location and Description: Near center of east line of NE:^, Sec. 24, T.9 K., R. 1 E., S.B.B.i- mT 'Vest of house near section line. Use: Not used. Reference Po int ; Top of 8 inch casing 0.7 feet above ground. Elevation of reference ooint: 1944.2 Dist. R.P. to Dist. R.P. to Date vmter surface Date water surface Oct. 24, 1919 * 51.0 Dec. 16, 1922 ** 51.1 Jan. 22, 1920 ♦ 58.9 June 13, 1924 ** 56. ri May 22, 1922 ** 52.4 Sept. 13, 1925 ** 58.2 Sept. 12, 1922 ** 50.5 Feb. 20, 1930 57.6 Dry *T'easurement from Tf.S.P. 578, page 490, Well 48. ** Measurement from ^•'!. P. Rowe . L-9 A Table 43, coiitinued Chester Swan 213 Location and ne gcrlpUon; Fenr center of east line of FEj- Sec. 24 T.9 ::., F.l E., '^.'^<.^.,?- I'.* 30 feet south of L-9. '' * ' ' Feferon ce poi nt; Cover at ground l^-^vel under 1'^" x 12" timber. Elev ation o f refer ence point; 194,3.6 Date Feb. 20, 1930 nist. P.p. to water .-surface 64.0 Date Dec. 7, 1931 : Dist. P.P. to I water surface 66,1 L-10 E. D. Parry L ocation and Descrintion : Near northwest corner of GW.^ , Sec. 20, T.S N., R.2 R., ,S.R.B.<«. V,~ Just north of compressor p.rd So'feet'north of 36 inch well. Use ; DoiT'estic. Reference Point : Top 24 irch ca.-irc 0.5 feet above ground. Elevation of reference point: 1927,5 Date Oct. 24, 1919 Oct. I. 1925 Mar. 13, 1926 Mar. 6, 1927 May 5. 1928 Sept. 12, 1928 May 22, 1930 nist. p.p. to water surface * 48,0 ** 46.8 ** 46,5 ** 48.3 ** 48.3 ** 48.8 51.4 Date : Dist, R.P, to ; water surface Jan, 22, 1931 May ■7. 1931 Mar, 17, 1932 July 13, 1932 Oct, 5, 1932 Feb. u. 1934 52,4 52.8 53.6 52.6 52,6 53,8 * Measurement from i-\^.P, 5'^C, page 467, Vfell 61, ** Measurement from W. P. Rowe. L-IO A E, D. Bari-y Location and Description : Near northwest corner of SWl Sec 20 T.9 F., R.2 E., F,.B.BJ' M. ~50 feet west of L-10. ' ' ' ITse ; Irrigation. Pe ference Foirt ; Top of 16 irch casing 2.0 feet above ground. Elevation rf reference point; 1929,4 Date May 22, 1930 May 7, 1931 Mar. 17, 1932 Dist. p,P. to water surface 53.4 54.8 55.5 'ate July 13, 1932 Oct, 5, 1932 Feb. 14, 1934 . Dist. R.P, to water surface 54.6 54.6 56.0 L-11 To.'ble 43, continued Minneola Service Fltntion. 214 Location r-nri Descrintion: Fear cr-nter of Sec 28, T.9 V., P. 2 ?,. , S.^-'~.'nr. 800 feet south of T'inneola Service Strtion, Use: Domestic. R eference Point; Top of 12" x 12" timber on south side of pit ft ground level and 0.95 feet ebove iron casing. Elevation of reference point; 1908.4 Dr.te May 29, 1930 Dec. 7, 1931 Di?t. R.P. to water surfr.ce 36.2 38.1 Date Apr. 28, 1932 Sept. 23, 1932 Dist. P.P. to water Furfacc 37.8 37.6 L-12 F. H. iTebber Location nnd D escription ; Fear center of west line of IWs, Sec. 27, T.9 F., h.2 E.," S.B.^.^'M^ 30 feet east of house. Use; Donestie. Reference Point; Top of 2" x 6" wood clamp 0.15 feet above top of casing and 0.5 feet above ground. Elevation of reference point; 1900.6 Dist. R.P, to Dip t. R.P. to Date wo ter surf ace Date wat er surface May 23, 1922 * 27.1 Oct. 9, 1930 31.3 dry Sept. 12, 1922 ! * 26.0 Jar. 22, 1931 31.8 Dec. 16, 1922 * 26.0 Fay 7 > 1931 32.2 Feb. 20, 1930 30.4 AT3r. 21, 1932 32.6 ?''^ay 22, 1930 30.6 * Measurement from Vf, P. Rowe. L-13 D. E. Thompson. Locatio n and Descriptio n; In north^vest corner of SE:!", Sec. 27, T.9 JI., R.2 E. , S.B.B.(5- H. ForthweTt corner of field at south edge of State High^Aray. Reference Point ; Top of 36 inch iron casing 1.6 feet above ground. Elevation of reference noint; 1903.1 Dist. R.P. to Dis+:. R.P. to Date water purface Date v.-'ater ?urf Dec Sept. 1, 1917 * 29.9 May 29, 1930 34.8 Oct. 25, 1919 * 31.2 . Jan. 21, 1932 36.3 May 23, 1922 ** 31.5 Apr. 28, 1932 36.1 Mar. 13, 1926 ** 31.9 July 13, 1932 36.1 Feb. 24, 1929 ** 33.6 , Sept. 23,1932 36.1 Feb. 20, 1930 34.5 * Measurement from I'i.S.P. 578, cage 490, ■"/'ell 71, ** Measurement from W. P. Rowe. I Tatle 43, continued 215 L-14 T. Taylor Estate Locaticn and T^escrlatlo n; Fear center of west line of F.'/^-, Sec. 26, T.9 K., R.2 E., S.R. !?.(?• H.~ Pumping plrnt north of house end northwest of barn with mortise and tenon .joints. Use: IJot used. Feference Point: 3 notcfies in 8" x 8" timber p.cross wood at northeast corner of pit at ground level. Elevation of reference point: 1890.0 Date Dist. P.P. to water surface Date Dist. R.P. to water surface Oct. 30, 1919 May 8, 19. '^O * 20.6 23.8 Jon. 22, 1931 24.2 ♦ T'easurement from W.S.P. 578, page 467, lYall 75. L-15 T'iller Location and Description: In northwest corner of ^E^, Sec. 24, T . 9 Yi., R.2 E., S.^.n.k ^~. Use; Domestic. Reference Point: Top of 10 inch casing in unlined pit 4 feet cieep and 10.84 feet below first horizontal brace on windmill tower. Elevation of reference point: 1859.8 Date Dist. R.P. to water surface Date Dist. R.P. to water surface May 8, 1930 3.8 Oct. 9, 1930 4.3 Jan. 22, 1931 4.2 May 7, 1931 Feb. 26, 1932 Apr. 27, 1932 6.1 4.2 5.2 L-15 A Location and Description! In northwest corner of SE-^, Sec. 24, 10 feet south of L-15 T.9 N., R.2 E., S.B.R.& M. Reference Point ; Top of 30 inch iron casing in pumo house Elevation of reference point; 1857.9 Dist. R.P. to Dist. P.P. to Date water surface Date water surface May 8, 1930 2.5 May 7, 1931 a 3.2 May 22, 1930 2.6 Feb. 6, 1932 2.9 Oct. 9, 1930 3.1 Apr. 27, 1932 2.8 Jan. 22, 1931 2.8 July 13, 1932 3.6 a - Windmill pumping. S . i- 216 L-16 Ta'ble 43, continued Frey Location nrd Description: Near center of SVf^-, Sec 19, T.O N., R.3" E. , S. E.R.I*- M. ~ast of adobe house and south of adobe engine house, Use: Not used. Eeference Point: Top of 12 inch casing (split) 2.0 feet above ground near concrete water box. Elevation of reference Doint: 1858.8 Dist. R.P. to Dist. R.P. to Date water surface Date wr.ter surface Dec. 10, 1919 * Flowing ?1ay 7, 1931 2.3 May 22, 1922 ** Flowing Apr. 27, 1932 2.2 May 8, ig.'^o 1.6 July 13. 1932 2.6 May 22, 1930 1.7 July 11, 1933 2.7 Oct. 9, 1930 2.2 Feb. 14, 1934 3.3 Jan. 22, 1931 2.2 * Measurement from W.S.P. 578, page 468, Well 85. ** Measurement from ?/. P. Rovre . L-16 A Edwards Location and Description: Near center of west line of IJWj, Sec. 19, T . 9 N., R.3 K., S.B.^.& PT~ Use: Old Edwards well to irrigete beyond dunes. Reference Point: Top of 12 inch casing. Elevation of reference point: 1860.1 Dist. T.V. to Dist. R.P. to Date water surface Date wr-ter surface May 22, 1922 * Flowing Fay 7, 1931 2.4 May 8, 1D30 1.4 Feb. 26, 1932 2.2 May 22, 1930 1.5 Apr. 27, 19 "2 2.0 Jan. 22, 1931 1.8 July 13, 1952 2.4 * Measurement from ft. P. Rowe. 51': " 'o^' ■>^-. -r •-'r* ?•♦- bi-1 L"17 Ta":le -:3, cjr.tiriued Hatch 317 L ocatio n r.nri Depcrint-^ on: In norf'efist corner of ^-'.y, Sec. .30, T. 9l' . , E .T"".~'^-~. " .^ "f^" ■Sou,th-"rer,t o^' house. Use; Tioriostic. Bf^feren-e ■^r-ntr Too of 'VPo<^ covpr vr't}'. ""nnd pupp 0.3 feet Gbo^fe concrete c ,rb 1.3 ^eet r>'ove qrourd. Elo'^ation o" roferen'^e ncii'it; 18152.9 D&te Dec. IC, IcjIJ Maj^ 22, 1^22 Fay- G, 11' 30 Dipt. R.T". to water surface * Flowing *^ "ICpTinp" 1.9 pnto Jan. 2?, 19:^1 I'-ay 7, 1931 Apr. 24, 1932 Di-t. r .■^. to water surfr.ce 2.2 2.3 2.0 *T'easurer.ent ^'rom '"''. "^.P. 578, pa.p;e 468, 'fell 8' ** J,ieasur orient froin "/Y. P. Rrro . I.-18 Berden Location and Depcriotion: Ferr center ^'f east line of IEJ-, Sec. .".2, T.9 i'.;., P. 3 E., S.r. -".i?- r. In rear of store at Vevfoerry north of railroad, ^^se: Fot u-ed. peference Point: Top of 7 inch .-al^'-avized iron casing 0.5 feet above ground. Elevation of reforonoe noint: 1835.4 Date Dist. ^ .". to Tva. tor r ' 1. r f • J o e May 23, li)22 FelD. 20, 1930 Liay 8, 1930 * Measurement from * 4.9 4.4 4.2 p . Rr re Date l^'ay 23, 1932 Apr. 27, 1932 Dipt. } .p. to vre.ter .surface 3.7 4.1 L-13 A "erc^en Location en" Depcrip';ion: Near cer tor of east lire of J'Plx, Sec. 32, T.9~vT', x;.3 f77 '^.^.?.^- f^ J"-?^t; south of L-IC. Use: Poncstic. Fef'rrerc e Pc'nt : Top of 9 inch c:sj>:g 1.2 feet -^Vo-'e ground level. Elev!ition of rG^'erence point: 183(5.3 Date Dist. P.P. to lArater surface Dr. to Dist;. K.P. to water surface Feb. 20, l->30 Dec. 7, 1931 May 23, IS 32 5.6 6.0 5.0 /pr. 27, 1932 Jan. 11, ir'33 5.4 6.9 L-19 Talile 43, continued KlinV.enbeard. L ocntion and Des crf p' :ion ; In nortVr."e?t corner of l?N^-, Sec. 34, T.9 N., R.3 ^., S.8.?!.& M. Reference ^o int; Top of v/ood curb 0.3 feet above \to11 cover v/hich is at ground level. Elevation of reference noi"t; 1827.9 Drte Nov. 18, 1919 May Z?, 1922 Feb. 26, 1930 Dipt. l.T. to water surface * 29.4 ** 29.2 28.2 Date Mar. 23, 1932 Apr. 27, 1932 Feb. 14, 1934 Dirt. P.P. to water surface 28.6 28.5 29.2 ♦Measurement from W.S.P. 578, page 469, 'Tell 111, corrected for change in reference point. ** Measurement from '.", P. Rovre, L-20 Dr. Lyle Graham Location and Description; I'enr northwest corner of ViF.^, Sec. 4, T.8 N., R.3 E., S.B.^.^ Fu At norther st corner of reservoir. 10 feet west of L-21, Use: Irrigation. Reference Poirt: Top of 3 foot concrete curb. Elevation of reference ocint: 1621.4 Date Apr. 15, 1930 June 5, 1931 Dec. 7, 1931 Dist, R.P. to water surface T^ lowing T" lowing Flowing pate Feb. 26, 1932 Apr. 28, 1932 Feb. lb. 1933 Dist. F.P. to water surface Flowing Flowing Flowing L-21 Dr. Lvle Graham Location end Descripti on: Near northwest corner of FR-%-, Sec 4, T.8 i;., P. 3 E., S.^.P.t'- ?T.~' Red windmill tower with Aermotor windinill at northeast corner cf reserv:ir, and 10 feet e.?,Et of L-20. Use: Irri.!;:;e.ticn . I ef orence '"oint: Too of 10 inch casing inside of 12 inch casing at ground level. Elevation of reference point: 1819.0 Date Feb. 20, 1930 Apr. 15, 1930 June 5, 1931 Dist. P.P. to water surf-.ce 2.3 2.4 2.9 Pate Doc. 7, 1931 Feb. 26, 1932 Apr. 28, 1932 Dist. R.P. to 7mter surface 3.0 0.5 2.7 .'^r,-v 219 L-22 Table 43, continued Dr. Lyle Graham. Location pnd Description: Hear northvrest corner of IIE-^-, Sec. 4, T.8 1\T., R.3 E., ?..?..''.(?■ M. Well at west end of pump house. South of L-20. Use: Irrigation and Doin.estic, Reference Point: Floor level of concrete pit at ground level. Elevation of reference point: 1819.6 Date May 22, 1922 Sept. 13, 1922 Dec. 16, 1922 Feb. 20, 1930 Apr. 15, 1930 Oct. 9, 1S30 Dist, R.^. to water surface * 3.1 * 4.5 * 3.6 2.3 2.3 4.5 Date June 5, 1931 Dec. 7. 1931 Jan. 21, 1932 Feb. 26, 1932 Mar. 23, 1932 Apr. 28, 1932 Dist. P.P. to vrater surfoce 3.3 3,4 2.5 1.0 1.8 2.6 * Measurement from IT. P. Rowe . L-23 C. VJ', Beavers took Location and Description: In southwest corner of ITWj, Sec. 3, T.8 N., R.3 E. , S.B.B.& I". Old l^Teg iron windmill tower 150 feet northeast of road intersection. Use: Not used. Refe rence Point ; Top of 9 inch perforated casing at average ground level. Elevation of reference point: 1819,6 Date Dist. R.P. to ■■Arater surfo.ce Date Dist. R.P, to water surface Mar. 1, 1930 Apr. 15, 1930 Apr. 23, 1931 4.5 4.0 3.9 Apr. 28, 1932 Dec. 9, 1932 3.8 5.3 L-24 Location and Descrirition; Fear southeast corner of NVIf|-, Sec. 3, Just north cf .vmall rock hill. T.8 1], , R.3 E., S.B.B.6- F. Reference Point: Top of 10 ir?h perforated casing 2.0 feet above ground. Elevation of reference point: l£2o.0 Date May 29, 1930 Apr, 23, 1931 Dist. P.P. to water surface 22.7 a 23.3 Date Apr. 20, 1932 Dec. 9, 1932 Dist. R.P. to water surface 22.4 a 23.4 a - Windmill pumping slowly. Table 43, contimaed 220 L-25 Gal lender Location and Defjcription: Near southeast corner of SW^-, Sec. 2, T.8 N., R.3 E. , S.R.B.^' M. Nor'th~of old road nt northeast corner of small con- crete reservoir, near old ar'obe service station. Use; Not used. Reference Point: Top of 12 inch casing 0,5 feet ebove ground. Elevation of reference point: 1826.7 Date May 22, 1922 Feb. 20, 1930 Mar. 15, 1930 Dist. R.P. to water surface * 37.6 37.8 37.7 Df^te Apr. 23, 1931 Apr. 28, 1932 Dec. 9, 1932 Dist. P.P. to water surface 37.7 38.4 37.6 dry. * Measurement from W. p. Rowe . L-26 Douglass Sayre Lo cation and Descr ip tion ; Near center of im^, Sec. 2, T.8 N., R.3 E., S . B.B.& M. Reference Point: Top of 12 inch galvanized iron casing at ground level. Elevation of reference noint: Date Feb. 20, 1930 May 29, 1930 a - Pumping Dist. R.P. to water surface 21 .5 21.5 Date Apr . Apr. 23, 1931 2B,. 1932 Dist. R.P. to water surface a 21.7 21.4 L-27 I. L. Hannan Location and Description: In northwest corner of IPY^, Sec 12, T.8 N., R.3 E. , S.B.B.& M. At olT'pup.ping plsnt north of old road, no buildings. Reference Point; Top of wood curb at ground level at northeast corner of pit. Elevation of reference T>oint: 1813,4 Date Nov. Feb. 26, 1919 20, 1930 Dist. R,'". to water surface 27.4 27.5 Date AT^r. 23, 1931 Apr. 28, 1932 Dist. R.P. to water surface * Measurement from W.S.P. 578, ppf-e 470, "'fell 130. 26.6 26.8 #1 221 Ta'ole 43, continued L-28 C. E. Burckhartt Location r-nd Descrintion: Ferr southwest corner of SV/-}, Sec. 7, T.8 II., n.CT. , S.B.3..'.- F. Old pumping plf.nt in athel grove. Use; Kot used. Reference Point: Top o^' 36 inch perfordted iron casing 1.4 feet above ground . Elevation of reference point: 1820.1 Datr. Dist. R.P. to water surface D;.-^te Dist. R.P. to water surface Feb. 20, 1930 Apr. 15, 1930 May 29, 1930 37.5 37.6 37.6 Apr. 23, 1931 Jan. 28, 1332 Apr. 28, 1332 37.6 37.4 37.4 L-28 A freorge C, Shafer Location and Description: Fear southwest corner of KVfi-, Sec. 7, T.8 N., R.4 ?..", S.B.B.c^". Reference Poin t; Top of 36 inch casing, 0.2 feet above ground. Elevation of reference Doint: 1803.2 Dist. R.?. to Dist. R.P. to Date water surface Date water surface Dec. 11, 1919 * 25.1 Jan. 28, 1932 22.8 Jfay 22, 1922 ** 24.5 : Apr. 28, 1952 24.3 May 29, 1930 23.4 June 23, 1932 25.3 Apr. 23, 1931 24.5 ! Dec. 8, 1932 23.0 * Measurement fromlT.S.P. 578, page 471, ^"rell 135. ** Measureri.ent from V'f. P. Rows. L-29 Midway Service Station Locatio n and Descr iption; I^'ear southeast corner of irY^-, Sec. 18, T.8 N., R.4 E., "s"."'^.b".F1t'.~ Well at tr.ll tank on railroad "tie cribbed support south of old highway at bend in rord. Use : I'ot used. Refe rence Point ; Bottom of l^r inch pine opening in plunger pump and 1.8 feet above top of casing. Elevation of reference point; 1631,4 Date Apr. 15, 1930 Diet. R.P. to \'ra.ter surface 49.7 Date Dist. R.P, to '.vater surface 22i Ta'ble 43, cntinued L-29 A Van Dcren Location nnd De scrintion ; Y.of-.r so^thrrf^^t corner of F't, Sec It, T.8 "., h.^ T^rrTTp.B.^ K. ' 0.25 miles west of L-29. Referenc^e Point: Top •'^6 inch cnsing at ground. Klevt!.tior of referenr^e point: 1G23.8 nist . R .P. to Dai be water surf "ice Dec. 11, ic 19 * 41 .6 Tiay 29, IS 30 41 .8 Apr. 23, 1? 31 41 .7 Jan. 28, 1932 Apr* 28, 1L32 * Measurement from 'T.S.P. 578, p^ge 471, i^Vjll 133. Bate Diet. T .-. -tc w'l ter rurf'"^.e 41.8 41.5 L-30 Mara", is s Locatio n and Description : In nortlwest correr of S''!^, Sec. 6, T.8 N., P. 4 E., S. '-.".& M. 500 feTt oast of west Ivae of Shafer's Rr-.ncb. Reference Point; Top of wood curb at ground level. Elevation of reference point; 178^.6 Date May 29, 1930 Apr. 23, 1031 Dist. P.P. to water purfcce 11.4 10.3 Dp be Apr. 28, 1932 Dif^t. R.P. to ivater surface 10.4 L-30 A Location and Description: Kear center of west line of SE^, Sec. 6, T.8~K^ — P. 4 E., R.B.P.& }■:. Old windmill ncrtbAvest of stone houre. Reference Point; Under floor boards at ground. Elevation of reference point: 1786.8 Date May 29, 1930 Apr. 23, 1931 Dist. h.P. to water surface 9.5 9.3 Date Dist. R.P. to water surface Apr. 28, 1932 9.7 -\ ;"».••"- ' 223 Ta^le 43, continued L-31 Anna Ifoe Monroe Location rind Deficription: l-Iear ni^rthwest corner nf ZEt", FSec. 31, T . 9 N., ifTi'E., S.3.B.& H. Uset Not UF^ed. Reffcronco Poi nt; Top of 12 inch casing 2.7 feet abore ground, Elcvf.tion o^ reference point: 1791.6 Diet. R.P. to Dist. R.P. to Date water surface Ds-to vratnr surface May 1, IDoO 15.8 ! A.pr, 2S, 1932 15.4 Oct. 9, 1S30 16.2 : June 23, 1952 lb. 6 Apr. 23, 1931 16.2 : Dec. V, 1932 15.6 Jan. 2C, 1932 ! 15.6 : Location and Description •. Ifear sout'iwest corn'^r of r?':2r, Sec. 4, T.8~1'I., P. 4 i:., S.B.'-.l- lu Pug y/ell north of new St-te Highway in lake botton and soii.th of Troy Station on railroad. Use: Not i;.sed. r.ef ererce Point: Top of wood curb at upright railro^'id tie in south^iT'-st coriier of pit, level -vith grourirl . Elevation of reference noint: 1777.2 Dist. R.P. to Dist. R.P. to Dato water purfacj. ; Date wrter rurface. Feb. 20, 1930 8.0 Jan. 28, 1932 5.7 May 29, 1930 5.7 Anr. 28, 1932 ! 5.2 Oct. 9, 1030 ! 5.7 Doc. 9, 1932 5.9 Apr. 22, 1931 ! 5.6 L-34 Location •".nd Desorintion: In southwest corner of ^'^, Sec. 10, T . 8"Tf. , R . 4 L' . , '^ . l^ . 5 .(?• M."~ Forth of Newberry -Hector old highway. Athel windbreak, concrete floor, no house. Reference point; Top' of 10 inch caning 0.8 feet above ground level. Ele-ration cf reference poirt ; 1806.0 Dcto Apr. 15, 1930 Jan. 28, 1932 Dist. R.P. to water surface 26.8 26.8 Date Apr. 20, 1932 Dec. 9, 1932 Dirt. P.P. to water surface 26.5 26.9 224 Ta^le 43, continued L-35 Geo. E. L'ldd Location -md Description: In southeast corner of B^.^-, Sec. 10, T.8 I'l,, 7;. 4 7,., S.B. '£■.?• M. Fear old service sttttion on north side of old road (Ludlow to Fe^vberry). Use: Domestic. Reference Point: Tori of railroad tie timber 0.5 feet above ground on south side of dug well. Elevation of reference point: 1831.9 Date U i s t . L; . P . to water Gurfn.ce Date DiKt. R.P. to water surface Feb. 20, 1930 51.9 May 29, 1930 51.9 L-36 Location and Description ; In SE- of S?f-r, Sec. 11, T.8 N., R.4 E., S.B.B.& M. At old Hennessey Desert Pain Ff^nch, Use: Not used. Reference Point: Top of casing under hand pump 0.2 feet above ground. Elevation of reference point: 1822.4 Date May 22, 1922 Apr. 15, 1930 Dist. R.P. to water surface * 42 . 9 43.2 Date May 29, 1930 Apr. 28, 1932 * Measurement from ¥. P. Rov/e . Dist. PcP, to water riuj'face 43.2 43,2 L-36 A LocRtion and Description : In F.V-^, Sec 14, T.8 N. , rr\4 E., S.B.B.^- M. , i6. ^ mile south of L Use: Hot used. Reference Point: Elevation of reference poir.t: 1850.0 Date Apr. 19, 1930 May 22, 1930 Dist. K.P. to water surface 70.7 70.7 Date May 29, 1930 Apr. 28, 1932 Dist. R.P. to watrr "urfacc 70.7 Filled 225 Ta'ble 43, contin^\ed L-37 Loc^-tion • i.nd Dcao r ' ntlo r ; Vfn-r center of Sr^z"» ■''oc. 12, T.8 H., R.4 E., S.' ."■■..& I.. On pouth ride of Strte Tlighvray opposite I'ojcive Water Camp Ser-^ioe Fltr.tiori. Reference Poi nt; Top of co^icretc cover of pit n.t oncning, level with ground . Elevation of reference point- 1810.1 Date Feb. 20, 1330 Jan. 28, 1932 Dist. R.P. to v/atcr surface 32.6 32.7 Date Apr. 28, 1932 Dec. 9, 1932 Dist. R.P, to v/ater surface 32.3 32.6 L-42 Location rnd Dercription: G. Linquenf elder. Hear certer of 3^-^. 8ec. 15, T.9 F. , R.l E., S.B.B.& M. Ncrth of Van Dyke's house in flat. Reference Point ; Top concrete slab at ground surface, west side of well, 5.9 feet above 12 inch casing in pit. Elevation of reference point; 1963. "^ Dist. R.P. to Dist. R.P. to Dat e wo.ter surface Date water surface Aug. 14, 1925 : * 69.2 Apr. 22, 1931 77.8 Apr. 15, 1926 * 71.9 Dec. •7, 1931 • 79.1 Feb. 16, 1927 * 74.2 : Feb . 16, 1932 < 79.2 Oct. 10, 1927 * 69.5 : Feb . 27, 1932 ! 77.5 Oct. 21, 1928 * 70.7 Fi^-r. 24, 1932 < 73.6 Feb. 1, 1930 74.4 Jim. 25, 1934 ! 75.8 May 23, 1930 75.2 * Measurement from Y.'. P. Rovre. 226 Ta"::le 43, continued L-43 Location r.nd Dcscr iotion; VefiT southwest corner of WNy-, Sec. 13, T.9 N., R.l ?,., n.F.B.ft M. North well of two, 300 feet r.pr.rt. Tics crossed and bolted 5 feet cast of well. Use: Fot used. Reference Point ; Top of 12 inch casing 1.2 feet rbove ground. Elevation of reference point: 1949.9 Date Sept. I'i, 1925 Mar. '', 1926 Oct. 10, 1G27 Oct. 6, 1928 May 22, ' 1930 Jan. 22, 1930 Dist. E.P. -co water surface * Measurement from * 61.5 * 63.7 * 61.3 * 64.7 68.3 69.7 P. ROVTQ, Date Dist. P.P. to v.-ater purfnce Dec. 7, 1930 T-fer. 17, 1932 Mar. 24, 1932 i.pr. 21, 1932 Jan. 11, 1933 Jan, 25, 1934 71.2 69,0 68,4 66,7 67.0 70.2 L-43 A Location and Description: Hear southwest corner of W.f^, Sec 13, T.9 N., R.l E., ^.B.B.k U. 300 feet south of L-43. Use: Hot used. Reference Point ; Top of 12 inch casing 0.7 feet above ground. Elevation of reference point; 1950.3 Dist. P.P. to Dist. P.P. to Date water surface D?!to water surface Sept. 14, 1925 * 63.6 Mar. 17, 1932 : 69.7 Mar . 7, 1926 * 64.2 Mar. 24, 19:^^2 69.2 Oct. 10, 1927 * 61.3 , Apr. 21, 1932 67.5 May 22, 1930 68,7 Jan, 11, 1953 68.4 Jan, 22, 1930 70.1 Jan, 23, 1934 70. dry Dec. 7, 1930 71.6 * Measurement from P . Rovre . n 237 Ta'ile -13, continued L-45 Location r.nd Pescription ; Ner^r southwest corner of IWr, Hcc. 3, T.9 N,, R.l E., S.B.B.& M. Turbine pump in oocn, enst of wood engine house. ^Yovcn wire -"ence around field north of highivay. Jur.t west of old railroad to Calico. Use: Not used. Reference Point ; Top o*^ Durnn bnse. Elevotion of reference point: . Dist. h.P. to Dist. R.P. to Date water surface Date water surface ¥ov. 16, 1919 ♦ 73.3 • /;pr. 27, 1932 77.7 May- 24, 1930 76.5 Apr . 13, 1934 79.3 * Measurement from "T.S.P. 578, page 465, Well 35. L-47 Location and Description; lear n^rthvirest corner of W't^, Sec. 12, T.9 II., R.l T^., P,.^.B.&-, M. ^Plant east of house at four post wood derrick. Galvanized iron tank on crib support. Use ; Irrigation and domestic. Reference Point ; Bottom, of iron pump base on 7" x 7" timber, 0.6 feet above ground. Elevation of reference point; Date Dif^t. R.P. to water surface Dnte Dist. R.P. to water surface May 23, 1930 May 4, 1932 46.5 45.6 Mar. 30, 1934 48.8 L-48 Tom ^'Yilliams Locf'tion and Descrintion; Southwest corner of S^^'.^tt, Sec. 31, T.IO ¥.,, R.2 E., S.B.B.f if. 075~mrTe northeast of Ycrmo. Use: Domestic. Reference Point; Top of wood curb at ground level. Elevation of reference point: 1924.9 Date Dist. P.P. to water surface Date Dist. R.P. to water surface Nov. 11, 1919 * 45.5 May 24, 1930 43.7 * Measurement from W.S.P. 578, page 464, ■'■'■tell 6, corrected for change in reference point* 228 Ta'ble 43, continued L-49 Location rnd Description: In southeapt corner of S''^^-. Sec. 32, T.IO N., R.2 E. , S.B.B.A- M. Old well and pumping plmt ft herd of Harvard Ditch or Yermo Futuf.l "-'■ater Compnny, Use: Not used. Reference Pofnt: Top of concrete bnse of turbine pump, 0.2 feet above gro'^nd. Elevotion of reference point: 1905.7 Dist. P.P. to Dist. R.^. to Date water surface Date VTP.ter surfrce Toy, 4, 1919 * 23.0 I^ay 23, 1930 29.2 Jan, 22, 1920 * 23.0 Jan. 22, 1931 30.6 May- 17, 1922 ** 19.1 Sept. 24, 1931 31.8 Sept. 11, 1922 ** 19.6 Apr. 27, 193 2 29.6 Dec. 15, 1922 ** 18.5 Feb. 22, 1953 30.0 June 5, 1924 ** 21.5 I'^r.r. 30, 1934 31.4 Dec. 5, 1929 : 2G.9 * Measurement from W.S.P. 578, page 490, Well 9. ** Measurement from. "V. P. Rowe , L-50 Location and Descri'^tion: Hear northivest corner of W''f^, Sec. 4, T.9 N., R.2 E., S.B^T.TIE" Water trough 6 feet south of v/cll. Use ; Not used. Reference point: Top of 16 inch casing 0.1 feet above ground. Elevation of reference point: Date May 23, 1930 Jan. 22, 1931 Sept. 24, 1931 Dist. ?.'°. to water surface 21.1 22.0 23.0 D«-te Apr. 27, 1932 Mar. 30, 1934 Dist. P.P. to "vatcr surface 21.5 23.3 § L-51 In, Die i6, continuea McCormick •^c^ Locrrtlon and D escription; Kerr center of NE-|-, Sec, 3, T.9 N., P;.2 R., S.".B.r.vest corner of SE-r, P-ec. 3, T.9 ¥.,, R.2 R. , S.'B.B..'- W. 100 feet northwest of hnuse. Old three leg steel tovrer, no mill. Use: Domestic Reference Point: Top of steel cover on 10 inch cas'^-rg, 1.3 feet above ground" , Elevation of reference noint; 1859.4 Date Dist. R.P. to water surface Date Dist. P.P. to water surface Feb. 20, 1930 May 23, 1930 Jan. 22, 1931 5.5 6.3 5.9 Sept. 24, 1931 Apr. 27, 1932 Jan. 11, 1933 7.9 6.2 6.4 230 Ta'^le 43, continued L-53 Location and Descrint ion; Near southwest corner of Si'.'7-, Sec. 2, T.9 ¥., P. 2 E. , S.R.R.^ V. In clearing on bench east of trees at Kouns. Reference Pnint ; Top 12 inch battered casing inside, ard 1.9 feet below, old galvanized iron perff^rated casing ard 0.5 feet below average ground. Elevation of reference point: 1857.6 P. to Dist. R.P. to Dl.^ t, R. Date vm ter surface D ate wat er su Oct. 5, 1925 * 7.9 Jan. 22. 1231 9,8 Mar. 7, 1926 * 8.1 ! /.ug. 26, l:J?l 12„2 Mar . 6, 1927 * 7.8 Feb. 26, 1932 11,7 Oct. 6, 1928 *10.9 Apr . 27, 1932 10,5 May 23, 1930 9.9 Jan. 11, 1935 10.8 Aug. 26, 1930 11.7 Jan. 23, 1934 11.1 * Measurement from 7u P. Rowe . L-54 Location and Description: Near center of SVfJ, Sec. 34, T.IO N. , R.2 E., 3.3.B.,!!- M. Old vrell .just xvest of stand for wcter tank, south of Kouns - Newberry road. Reference Point ; Too of 6" x 6" hewn tinber on south side of well at ground level. Casing is 1.2 feet below reference point. Elevation of reference point: 1876.2 Dist. R.P. to Dist. R,P. to Date water surface Pate water surface Nov. 11, 1919 * 60.6 : Sept. 24, 1931 58.9 May 17, 1922 *!'47.4 Apr. 27, 1932 : 57.9 Dec. 15, 1922 ** 47.3 Mar. 30, 1934 60.4 May 23, 1930 56.1 ' • * Measurement from '''7,8. P. 578, page 466, ViTell 52, corrected for change in reference point. ** Measurement from 'iT. P. Rowe. 231 Tatle 1-3, continued L-56 Location and Description: In southv/est corner of !5Vf|-, Sec. 15, T.IO I'.,, R.3 S., S.B'.B.^-'irr, at .i unction of highwr^y am' road from Harvard to Coyote Lake. Reference Pnint: Top of 2" x 12" curb on east sif'e, 0.2 feet above average ground. Elevation of reference point; 1816.9 Date Dist. E.P. to water surface Date Dist. P.P. to water surf'.^ce Nov. 14, 1G19 May 24, 1930 * 77.8 77.6 May 11, 1932 77. dry * Measurement from X.S.P. 578, page 464, Well 13, corrected for change in reference point. L-58 Location and Descrintion: Near center of south line of W^f-r, Sec. 4, T.IO N., P. 3 E., ^■.B.'^.h F. Dug well erst of Harvard to Coyote Lake road, Use: Not used. Reference Point: Ton of 4" x 4" in southeast corner of pit at average ground level. Elevation of reference point; 1792.4 Date May 28, 1930 Kay 11, 1932 Dist. P.P. to water surf r ce 54.0 54.0 Date Apr. 13, 1934 Dist. R.P. to water surface 53.9 L-59 Location and Description; K-'ar center of Fff^, Sec. 32, T.ll F. , R.3 E., S.B.B.^:. M. Cased well with rrilro^id tie for plug, east of He rvr.rd -Coyote Lake road. Reference Point: Top of 10 inch casing 1.0 foot above ground. Elevation of reference point; 1786.2 Date May 28, 1930 May 11, 1932 Dist, R.P, to water surface 48.2 48.1 Date Apr, 13, 1934 Dist. R.P. to w-'ter surface 48.1 232 Talsle 43, continued L-60 Location and Description ; Near center of ,-nt from vf.s.P. 578, page 468, 'Yell 78. ** Measurement from ¥.'. P. Rowe . L-70 A Pitman Location and Desc rip tions In liE^ , Sec. 11, T.9 N., R.2 E., S.B.B.i- K. , about 1000 feet vrest' of " L-70. Reference Point: Top of 36 inch casing 1.5 feet above average ground. Elevation of reference point: 18GS.3 Date May 23, 1930 Dir-t. R.P. to water surface 12.5 Dn.te Dist. R.P, to water surface L-71 llev/brough Location and Description: Near center of north line of JV-'fi", Sec. 11, T.9 'I., R.2 F., S.fT'.*.'" I'. ^I'TindlasE on north side of -'rindmill tow.,r. Reference Point: Top of 3 inch circular cement curb, 0.2 feet above ground level. Sirialler casing in bottom. Elevation of reference point: 1884.7 Dist. R.P, to ! Dist. R.^. to Date wp.t'sr surface Date v^ater surf'- ce May 21, 1922 * 0.9 : May 23, 1930 15.8 June 13, 1924 * 11.0 J'>n. 22, 1931 ■ 16.1 Sept. 13, 1925 * 14.0 Aug. 26, 1931 18.3 Mar. 6, 1927 * 13.5 : Feb. 26, 1932 ! 17,0 Oct. 6, 1928 : 14.5 ! Apr. 27, 1932 19.9 * Measurement from T.'. P. Rov.-e. 238 Ta'ble 4?, continued L_y2 Cr.llendf:r Location and Description: In south'^rest cornor of SV/^ Sec. 7 T.9 N., L|2:^^— -^5-^— ,,^^,,y ,,.,t of snnd hills .r.d mesquite. R;fer;;ooP;?;t : TOP of 6 inch T on well 2.95 foot above top of wood curb cit ground level. Elevation of reference point; 1861.2 Dr.te Oct. 29, 1919 1 * 47,6 May 23, 1922 ** 47.0 Sept. 15, 1925 ** 49.5 Feb. 28, 1930 51.2 May 22, 1930 bi.3 Jan. 22, 1931 61.5 Dist. R.P. to water surface Date Aug. Feb. Apr. July Feb . Feb. 26, 1931 26, 1932 27, 1932 13, 1932 15, 1933 14, 1934 Dist. P.P. to water surf'ce 52.2 52.6 52.4 52.6 53.0 53.7 4. ^^^„ vr q p R78 ^^f^f.e 468, Tell 80, corrected for change * Measurement from v'.S.P. n/o, P'-5« '±uu, ^ > in reference point. f* Measurement from "'. P. Rowe. j_^_y3 Dan Gould Location andj)e5^r_iptj£m In northeast corner of m\. Sec. 28, T.9 «., R.3 E., S.B.R.e^ 1;.. ISrenrfoin;: Top of 2 inch wood cover over 36 inch iron casing and 0T32~feet "above casing at ground level. Elevation of ref erenc£_ point ; 1830.0 Date May 8, 1930 Aug. 19, 1931 Dist. P.P. to water surface 35.7 33.4 Dr.te Jan. 28, 1932 Apr. 28, 1932 Dist. P.P. to vroter surface 33.5 34.2 239 Tatle 43, continued L-74 Newberry School Location and Descript ion; In northwest corner of Sec. 22, T. 9 N., R. 3 E. , S.'3.B.& M. Use: Domestic. Reference Poi nt; Top of upper set of three wood clamps which is 0.77 feet above casing at r;round level. Elevation of reference noint; 1833.0 Date Diet. R.P. to water surface Date Dist. R.P. to water surface Sept. 4, 1217 May 8, 1930 Aug. 19, 1931 * 37.4 : Jan. 28, 1932 37. 5 i Mar. 23, 1932 37.7 : Apr. 28, 1932 37,8 37.8 3B.1 * Measurement from W.S.P, 578, page 469, Well 104, corrected for change in reference point. L-75 Karlow Location and Description: In southwest corner of SWx, Sec. 10, T.9 N., R.3 E., S.B.R.fr M. Engine house below ground with steps down belt tunnel to pump chamber. Use ; Irrigation. Reference Point ; Top of 12 inch concrete pipe 1.0 foot above ground. Elevation of reference point; 1825.4 Date : Dist. R.P. to ; water surface Date Dist. R.P. to water surface May 22, 1922 s * 32.2 Mar. 1, 1930 : 32.8 * Measurement from IT. P. Rowe. Aug. 26, 1931 34. dry L-76 Bozarth Location and Description; Near center of west line of IPIT^, Sec. 10, T.9 N., R.3 E,, S.B.B.i- '•!. Tall derrick tower on v/ell. Use; Domestic. Reference Poirt; Top of suction column of pump inside casing and 2.0 feet below average ground. Elevation of reference point; 1823.9 Dis o . iv. . ^. to Dist . R.P, to Date wat er surf ace Date water surface May 22, 1922 * 29.6 Jan. 28, 1932 32.7 Mar. 7, 1930 32.0 ! May 19, 1932 ! 32,6 May 8, 1930 32.0 Feb. 15, 1933 33,0 Sept. 24, 1931 32.5 Feb. 14, 1934 33.2 * Measurement from W. P. Rowe. L-76 A Table 43, continued Bozarth Location and Descrintio n; Near center of west line of Wii^, Sec. 10, T,9 N., R.3 E., S.B.B.^r M.~ Houth of L-76 Reference Point; Top 2" x 4" at ground level on north side of curb. Elevation of reference point: : Dist. R.P. to Pi St , R.P. to Date vrr ter purface Date iva ter Furf-ce Nov. 19, 1919 * 32.0 : Jan, 28, 1932 32.0 Mar. 7, IGTO ■ 31.2 ! May 19, 1932 32.0 May- 8, 1930 31.2 : Feb. 15, 1933 32.2 Sept. 24, 1931 32.4 * Measurement from Yf.S.P. 578, page 469, 'Veil 94. L-77 Location and Description ; Korthnvest corner of Sec. 3, T.9 N., R.3 E., S.B.B.&: M. Use ; Not used. Reference Point ; Top of 12 inch casing ct ground level, east of old engine base. Elevation of reference point; 1823.2 Dist. P.P. to Dist. R.P. to Date water surface Date iva.ter surface Nov. 25, 1919 * 42.0 Jnn. 28, 1932 42.2 Mar . 7, 1926 ** 40.3 Apr. 28, 1932 42.0 Mar. 1, 1930 41.5 • Feb. 15, 1933 : 42.3 Sept. 24, 1931 42.2 Feb. 14, 1934 42.6 * Measurement from lif.n.P. 578, ** Measurement from Y'. P. Rowe. page 469, "Tell 90. L-78 Henderson Location and Descripti on; South of center of F/fJ, Sec 34, T.IO N. , R.3 S., S.B.B.<»: M. Reference Point ; Top of 14 inch casing. Ele^'ation of reference point; 1774,9 Dist. R.'^. to Dist. P.P. to Date water surface Date water surface Nov. 25, 1919 * 12.0 Apr. 28, 1932 8.5 Mar . 1, 1330 8.2 Feb. 15, 1933 8.8 Sept, 24, 1931 9.8 Feb. 14, 1934 8.9 * Measurement from I'T.S.P, 578, pa^e 465, 'Yell 24, 241 Taljle 43, continued L-7B A Henderson Lo cation -nd Des c r iptio r; South of center of F.Vx, Sec. 34, T.IO N., R.3~. , S.B.B.& M.,~noar round corral. Re ference Point: Top 14 inch casing 0.5 feet above ground. Eleva<-ion of reference point: 173G.3 Date Dist. R.P. to water surface Date Dist. R.P. to watr-r surfr.ce Mar. 1, 1930 4.5 Apr. 28, 1932 3.6 L-79 Location and Descriotion: Near center of ^'rest line of W'l^, Sec. 4, T.9 !;., R.3 E., S.R.B.& M. South of road .along bluff from Camp Cody to Porks of Road. Use: Uot used. Reference Point: Top of 12 inch casing 1.8 feet above ground. Elevation cf reference noint: Date Dist. R.P. to water surface Dn.te Dist. R.P. to water surface Oct. 7, 1925 Mar. 15, 1926 May 8, 1930 : * 40.4 * 39.6 40.7 ! Sept. 24, 1931 Jan. 28, 1932 Apr. 28, 1932 41.5 41.6 41.4 * Measurement from P. Rov/e. L-80 Location and Description: Kear center of south line of SEr, Sec. 10, T.9 K., R.3 E., S . 3 . B .A-'U7"" 15 feet north of nine sided concrete reser- voir. Use: ITot used. Reference Point: Top of 12 inch casing at ground If^vel. Elevation of reference noint: 1618.8 Date Dist. R.T'. to water surface Date Dist. R.P. to water surface May 16, 1930 Aug. 25, 1931 28.9 29.2 Apr. 28, 197.2 29.6 242 Tatle 43, continued L-81 Location and Description: Near northwest corner of NE-^, vSec. 14, T.9 N., R.3 E., '^.'P-.T-A- ?'. " Dug well 6 feet in diameter .lust south of circular reservoir. Concrete pump base 20 feet west. Referf^nce Poi nt; Top railroad tie on north side of pit at ground lovel. Elevation of rlJ'ference point: 1G12.4 Date May 16, 1930 Aug. 26, 1931 Dist. R.P. to water surface 28.7 29.0 Date May 19, 13?! Di.-^t. R.P. to water surface 29.1 L-G2 Major Location and Description: In southwest corner SI']-!", Sec. 7, T.9 N., R.4 E. , S.B.B.ft M. North of reservoir. Use ; Not used. Reference Pqint; Top 4" x 4" wood clamp 0.4 feet above ground. Elevation of re fercnce point; 179? 3.2 Date Dist. R.P. to water surface Dcte Dist. R.P. to water surface Nov. 20, 1919 May 16, 1930 * 25.3 24.9 Aug. May 26, 1931 19, 1932 26.0 25,0 * Measurement from '^^.S.P. 578, nage 470, Well 127, L-82 A E. ^. Dodr.on Location and Description: In southwest corner of Sl'7^-, Sec. 7, T.9 N., R.4 E., S.hTW.k M. Reference Point: 3 notches in southwest corner of oit at ground. Elevation of reference point: 1801.6 Date Nov . 20, 1919 May 16, 1930 Dist. P.P. to w^.ter surface * 22.6 22.0 Date Kay 19, 1932 Dist. R.P. to v/ator surface 21.6 * Measurement from 'T.S.P. b78, page 470, 'Yell 126. 243 !ral)le 43, continued L-83 H. G. Tienken Locntion nnd Description: Near southwest corner of IW|-, Sec. 18, T . 9 N., R.4 n:., S. B . ? . &'" I- : . Upe: Hot used, Eef emnoe Point: Top of ftringpr or north pide of well at ground level, Elcvntion of refererce point: 1601,4 Dist. R.P. t" water Rur'^Ece Date Uov. 20, 1919 May 23, 1922 Feb. 28, 1930 Dist, R.'", to wuber surface * 24.6 ** 24.4 24.2 D^.te May 16, 19:";0 Aug, 25, 1931 May le, 1932 24.2 26,2 24,2 * Measurement from W.S.P. 578, page 470, Well 128. ** Measurement from V. P. Rov/f; . L-83 A Location and Descrirtions Near south'/^est corner of FW-r, Sec. 18, T.9 i:., R,4 E., S.V.^.5- :;. Cld ivindmill. Reference P"int: Top of cenent curb at ground and 2J.7 feet above top 12 inch casing. Elevation of reference point: 1801.5 Date Feb. 28, 19."0 May 16, 1930 Dist. R.P. to Witer surface 24.2 24,4 Date Aug, 25, 1931 I -ay 18, 1332 Dist. i.T. to v/r. tor surface 27,3 24,6 L-84 Location and Description: ITear C'=riter north line of ?."^jr, Sec. 8, T.9 N., R.4 F., S.B.3.& J'T'rorth of ro->d and adobe house on rond up Black Pass through Gady I ountains, a-.i.d northeast of adobe house in trees, Use ; I'ot used. Ref er'^nce Point: Ton of 1 inch wood ^over 0.4 feet rbove ground. Eleva tion of" reference poi^it; 1793.4 1 Date Dist. P.P. to water surface Date Dist. R.P. to •vater surface Feb. May Aug. 28, l':.7>0 16, 1930 26, 1931 21.8 21.7 : 22.7 : May • Feb. 19, 1932 15, 1933 21.6 21.8 ,V?-:' 244 Table 43, continued L-85 Location and Description: Netvr ce^^ter of north line of f^F.-^, Sec. 8, T . 9 I]., E.4 E., S.'-.T'.'. I , Use: Not used. Reference Point: Top of 1 inch board r?over on well 1.7 feet above cover at ground level. Elevation of reference point: 1787.1 Date Dist. R.P. to water surface Date Dist. R.P. to water surfrce Feb. May 28, 1930 16, 1930 16.7 16.6 Au{> 26, 1;;31 May 19, 1932 17. f. dry 16.4 L-87 C. F. Slicton Location and Description: Near center of north line of SIT-^-, Sec. 35, T.IO I!., R.3 E., S.B^rr^ M." On south side of road, 100 feet south of adobe with fancy fence. Reference Ppint: Top of 6 inch casing inside 12 inch casing 1.2 feet above ground. Elevation of reference point: 1806.0 Date Dist. R.P. to water surface i.iace Dist. R.P. to water surface May 23, 1922 May 8, 1930 * 43.2 43.4 Sept. 24, 1931 May 19, 1932 43.9 43.6 * Measurement from W. P. Rov/e. L-88 J. T. Carnall Locotion and Description: In southeast corner of NEt^, Sec. 35, T.IO N. , R.5 E., S.B.B.fr. M. North of round oil lined reservoir. Use ; Not used. Refe rence Poin t; Top of 2 inch curb on east side at ground level. Elevation of reference point; 1791,5 Date Dist. R.P. to vr ter surf ■ ce Date Dist. R.P. to v/attr surface Nov. 25, 1919 May 23, 1922 May 8, 1930 * 33.0 ** 32.1 52.4 Sept. 23, 1931 May 19, 1932 * Measurement from W.S.P. 578, page 465, Tell 26. ** Measurement from W. p. Rowe. 33.3 33,0 ii4t) L-89 Table 43, continued Y{. E. Schildt Location and Description: Near southeast corner of lIWl-, Sec. 30, T . 10 II., R.4 E., S.B.R..?- M. Reference Point; Top 2 inch p?.rnk cover on dug well fit {-round level. Elevation of referonco point: 1739.4 Date Nov. 21, 1919 May 21, 1922 Dirt. R.r. to water surface * 19.5 ** 20.5 Date May 8, 1930 May 19, 1932 Dist. R.P. to wrter surface 18.5 dry dry * Measurement from IT.S.P, 578, page 405, VVell 28. ** Measurement from l/\r. P. Rowe. L-90 Pur cell Location and Description: Nc-"ir center of went line of NWx, Sec. 32, T.IO N., P. 4 E., S.B.T'.fe Ivi. East of road to T^ilc Mine in C-dy Mountains. Reference Point: Top of 1 inch well cover at northwest corner inside of curb at ground level. Elevation of referurce point: 1778.8 Date Dist. R.P. to watur surface Date Dist. R.P. to wf ter surface May 8, 1930 30.4 May I.''., 193? 30.5 L-91 Location and Description; Near center of west line of Sl'fj, Sec 30, T.lO N., R.4 E., S.B.R.& I'l. , approxirriatcly 1000 feet southeast of fence corner of southeast corner of old Cr^ip Cady Military Reservation. Two wells in dug pit. Use: Not uped. Reference Point; 3 notc'ies in wood curb on east at [ground level. AToas- ure well v/ith high casing. Elevation of reference nolrt: 177G.2 Date Nov. 21, 1319 May 9, 1930 Dist. R.P. to waber purf-'ce * 37.1 36.0 Date May IS, 197,2 * Measurement from ^v.s.P. 578, page 465, Well 27. Dist. R.P. to v/ator surface 37.4 246 L-92 Table 43, continued Fro.nk Sherman Loco.tion f'.nd Der^oriptj nn ; In southwest corner of Si/lf|-, Sec, 6, T.9 N., R.4 E., S.B.F.& M. Er.st"of round reservoir. Reference Point : Top of tic with 3 notches n.t northwest '^rrner of pit 0,6 feet above ground level. Elevation of rt^fertn^e point: 180U,1 Date Dist. R.P, to water surff^ce Date Dist. R.P, to water surface May 8, 1930 Aug, 26, 1931 27.1 27.3 May 19, 1932 27.2 L-93 TJicholas Location r'^nd Description: Near south line of KE-.-, Sec, 12, T.9 IT., R , 3"!;., S.B.E..?: M, Use: Not used. For^jrlj'- domeFtic. Reference Point: Top of 4" x 6" under iron pump base and 0.7 feet above 5.0 foot circular concrete curb at ground level. Elevation of referen^'e point: 1801,2 Date Dist. R.P. to water surface Dcitc Dist, R.P. to water surface May 23, 1922 • *23,8 May 8, 1930 : 24.6 Aug. 25, 1S31 : 27.0 * Measurement from V\r. P. Rowe. a - Windmill pumping. May 18, 1932 July 21, 1932 Feb. 15, 1933 a 27.6 24.6 24.8 L-94 Socncer Location rnd Dercript"' o n: In southeast corner of Sec. 11, T.IO N., R.3 E., .S.B,r;.«- M. Dug -/ell 600 feet west of highway opposite Station 685+00 and south of gravul plant t\t foot of hill. Use ; I'ot U'3ed. Reference P:ont: Top of ti'^ber under 2 inch wooden cover at ground level, Eleva':ion of referonco point: 1796,0 Date Nov, 12, 1919 May 21, 1922 Dist, P,p, to Vv'-atcr surf-.ce * 114.5 ** 115.6 Date Dec, 15, 1922 May 24, 1930 * Measurement from W.S,P, 578, page 464, Well 19, ** Measurement from VJ. P. Rowe, Dist. P.P. to v/ater surface ** 114.1 114.1 247 Ta'ble 43, continued L-95 Location rnd Description: ]'ear c^^^nter of Sec. 12, T.IO ¥,., R.3 E., S.B.B.& M. '600 fet-t vic"pt"of Higtumy opposite Station 7?:2+00. North of grr-vel plr.nt. Fr-.^e of tics with hook over well. Sirnll gp.lvrnized shock 400 feet south of v/ell. Use: Not used. Reference Point: Too 12 inch casing 1.3 foot above ground. Elevntion of reference O'-int: 17BG.0 Date Nov. 13, 1919 May 21, 1922 Dist. R.P, to ^vater surf-'.ce Date * 111.0 : Dec. 15, 1922 ** 109.1 : May 24, 1930 * Measurement fromW.R.P. 578, page 464, Yfell 20. ** Measurement from Y/. P. Ro-'jvb. Dist. R.P. to water surf p CO ** 109.1 109.1 L-96 Location ^nd DeFcrio tion; In southeast corner of Sec. 6, T.IO N. , R.4 E., S.B."=.(3c M. 600 feet west of Highway, opposite Station 800+00. Use: Domestic, Reference Point: Top of battered casing, 0.2 feet above ground. Elevation of n" f erence neint: 176] -.5 Date Dirt. R.P. to water ;;urfpce Date Dist. R.P. to vmter rurface Nov. May 13, 1919 24, 1930 * 98.0 : 98.3 July 14, 1932 : Mar. 30, 1934 : 9G.3 98.3 * Measurement from W.H.P. 578, pat-e 465, '-Yoll 30. L-97 G. F. Getty Location rnd Dercrint ".on: In northeast ccrner of Sec. 21, T.IO N., R . 3"^.","". ir>~M " oTd''~u'nger Dump and gr s engine in shed south of adobe, and east o^Hrrvrrd Sta.t.ion. Reference P-^int: Top of casinf; 0.3 feet above ground. Elevation of reference p'vlrit: 1320.2 D^'te Dist. R.P, to water jrurff.ce * 82.5 ** 80.9 ** 80.8 Date Dist. P.P. to v,-at< r surface May 24, 1930 Feio. 23, 1933 Mar. 30, 1934 80.9 80.8 81.0 Nov. 12, 1919 May 17, 1922 Dec. 15, 1922 * Measurement fromV^.S.P. 578, page 464, Vfcll 12, corrected for change in reference point, ** Measurement from W. P. Rowe, ' j'l :-•':; ■ c-^ • ■ 248 L-99 Table 43, continued C. L. Wrig;ht Location and Description; Nenr center of Sec. 27, T.IO N., F.3 E., S.B.B.)'- M. '";indTriJ 11 south of stucco house. 4 foot round reservoir east of well. Use: Domestic. Reference Point: Tod of 7 inch casing 1.1 feet rbove ground. Elevrtion of reference point: 1762.6 Date Dist. P.P. to vfatcr surface Date Dist. R.P. to water surface May 24, 1930 7.1 Apr. 26, 1932 6.8 L-lOO Cody Ranch Location and Description: Near center of S^^'^, Sec. 19, T.IO N. , R.4 E., S.E.B.& M. Flowing well at Camp Cady. Use: Irrigation. Reference Point: Top of 2 inch soout extending from 5 inch casing. Spout is 2.6 feet above top of 12 inch casing at ground and 3.0 feet below top 5. inch casing. Elevation cf reference point: 1700.0 Date Dist. R.P. to water surface Date Dist. P.P. to water surface May 7, 1930 Jan. 22, 1931 Aug. 26, 1931 + 3.0+ + 3.0+ 3. + Mrr. 29, 1932 Feb. 15, 1933 3. + 3. + L-lOO A Location and Des cription; In SW|, Sec. 19, T.IO N. , R.4 E., S.B.B.A; M. , VlTell is near tank tower at Camp Cady. Use: Domestic. Reference Point ; Top of 10 inch casing 5.6 feet belov,- sill of building. Elevation of reference point; 1713 5 ' Date Feb. 15, 1933 Dist. R.P. to water surface 2.7 Date Dist. R.P. to writer surface pp_ r 249 Table 44 Areas of Natural Vegetation on Different Soil Classifications in Mojave River Bottom District or : Soil : Class ! Amount of Alkali -. Total Acres Section of River ; Free ; Slirhti Medium! Larf;e in Trees Mountains to Victorville ; 1 : 100 ■ • 100 2 ! 279 ! ! ! ! 279 ! 3 : 25 ! ! ! 25 4 ; 80 < : • ■ 80 5 : : • ■ 6 : Total 216 ■ • 216 700 : 700 Victorville to Hocifr,e 1 12 ! 12 2 298 570 : : 868 3 342 114 : 95 ! 551 4 27 40 : 67 5 93C 5 : 943 ! 6 Total 237 : 237 1854 724 95 5 2678 Hodge to Barstov: : 1 ! ! ! 2 80 : 80 ! 3 217 157 ! 374 4 13 278 ! 25 : 315 ! 5 451 ! 35 486 ! 6 ! Total 681 515 : 25 35 1256 Barstow to Cady Mts. ! 1 : 2 : 40 327 : 367 ! 3 : 234 761 : 14 : 1009 ! 4 : 20 40 60 ! 5 : 1745 ! : : 1745 ! 6 : Total : : ! : 2039 : 1088 : 14 : 40 : 31&1 GRANL TOTAL : 5274 : 2327 ; 134 : 80 7815 i#l» Bullciin No. 47 Upper Mujbvc Valley PLATE 4-A Map I of 3 Maps STAIC or CftLIFOHNIA DEPAftTHENT OF PU6UC WORKS DIVISION OF WATER RESOURCES MOJAVE HIVKR IWKSTIGATION MOJAVK RIVER BASIN AGRICULTURAL VALUE OF SOILS OK PORTION or BASIN HY U.S. DEPARTMENT OF AGRICULTURE LEGEND C — -^ Alkali free — —•' Slij4"ht amoi ^— "li.-* Moderate amounl of alkali ^_.— ^ Sironjf- l.artje arnoiin) Mop mode from itBv' ptiotogroplii tat«n Oel i9?9 -4 BulleUD No. 47 Middle Mojave VaUey PLATE 4-B Mop mode from aenji photogtophs token OcT 1929 BuUelin No. 47 Lower Mojne Vallej PLATE 4-C Upper Mojave Valley PLATE S-A Map I of 3 Maps STATe Of CftLlFOOPtl* DEPARTMENT OF PUBUC WORKS DIVISION O F WATER R ESOURCES MOJAVK HIVKR IW'KSTICATION MO.I.W'K RIVKK BASIN MIOWIM. LOCATION OF WELLS GROUND WATER TABLE CONTOURS AS OF FALL 1930 FOR 1*11 ICH RECORDS UF r.ROUND WATER LE\'ELS ARE AVAILABLE-:, AND GROUND WATER lAHLK rOM( HiRS WHERE JUSTIFIED BY INFORMATION sr"^"^^^^ BuUclin No. 47 Middle MojKC ViUey PLATE S-B Bulletin No. 47 Lower Mojave Valley PLATE 5-C THIS BOOK IS DUB ON THE LAST DATE STAMPED BELOW AN INITIAL FINE OF 25 CENTS WILL BE ASSESSED FOR FAILURE TO RETURN THIS BOOK ON THE DATE DUE. THE PENALTY WILL INCREASE TO SO CENTS ON THE FOURTH DAY AND TO Sl.OO ON THE SEVENTH DAY OVERDUE. EHXS SCI UBRABM Book Slip-25m-7,'53(A899884)458 11161CL ' i^alif. T)ivU-iQii_o£_ gat er reannlees^ PHYSICAL SCIENCES LIBRARY TCfl?!; -C2_ A2 ^ A2. i7irimffll'lli'lMf'r;^,°'"''*0Avrs 3 1175 01434 6053 LIBRARY .UNIVERSITY OF CALIFORNIA DAVIS 111610 mmw Mi: '■!i:;i:l^i:'J'i' :M *^;i* :''-' t!t i mfm