DAVm 
 
THE RESOURCES AGENCY OF CALIFORNIA 
 
 p a r t m e n t of Wa ter Resources 
 
 4i^ 
 
 BULLETIN No. 65-59 
 
 ^j^ 
 
 QUALITY OF SURFACE WATERS 
 
 IN CALIFORNIA 
 
 e: 1959 
 
 iMiVfCRSITY OF CALIFORNIA 
 DAVIS 
 
 JUL 15 1963 
 
 PART II 
 SOUTHERN CALIFORNIA 
 
 L.laRARY 
 
 NOVEMBER 1962 
 
 EDMUND G. BROWN 
 
 Governor 
 
 State of California 
 
 
 WILLIAM E. WARNE 
 
 Adminisfrafor 
 
 The Resources Agency of California 
 
 and Direcfor 
 
 Department of Water Resources 
 
3 -WATER POLLUTION CONTROL BOARD REGION 
 
state of California 
 THE RESOURCES AGENCY OF CALIFORNIA 
 
 Department of Wa ter Resources 
 
 BULLETIN No. 65-59 
 
 QUALITY OF SURFACE WATERS 
 
 IN CALIFORNIA 
 
 1959 
 
 PART II 
 SOUTHERN CALIFORNIA 
 
 NOVEMBER 1962 
 
 EDMUND G. BROWN WILLIAM E. WARNE 
 
 Governor Adminisfrator 
 
 _ , _ , , The Resources Agency of California 
 
 State of California , _. 
 
 ana Director 
 
 Department of Water Resources 
 
T/^J.iLV. OF COhTl'^riTS 
 
 Page 
 FROm'lSPIL'OE 
 
 LilTTTP^ OF T.^AIISMITT'"! vii 
 
 oiraAiiiZATiox, STATE d:;pa::tiiemt of water resoiirceg ix 
 
 O.KrAillZATlO!:, CALJFORillA WATER COMT'llSSION x 
 
 A(";ia;OWLt-»:KEI:TS xi 
 
 i:'T]:ODlJCTIOfI 1 
 
 o'.iHFACK WATER QUALT'IT 11. ' SOU'firEPN CALIFORNIA. 7 
 
 oUTJ'K'.ry 7 
 
 Central Coastal Regioa (No. 3) ^ 
 
 Snlinas River Brsin 10 
 
 Cuyjima River Pasin 21 
 
 Santa Ynez Jiiver Easin 2^ 
 
 Los Angeler? Region (Wo. h) 31 
 
 Ventura River Pasin 33 
 
 Santa Clara River Basin 38 
 
 Los Angeles River Basin 51 
 
 Rio [jondo 5^ 
 
 San Gabriel River Basin 62 
 
 Los Angeles Aqueduct 69 
 
 Colorado River Aqueduct 73 
 
 Laiiontan Region (ilo. 6) 77 
 
 Mo.jave River Basin 7o 
 
 Colorado River Basin Region (No. 7) 85 
 
 Colorado River Basin 88 
 
 iii 
 
Page 
 
 Alamo River Basin 104 
 
 New River Basin 110 
 
 Salton Sea 117 
 
 Whitewater River Basin 120 
 
 Santa Ana Region (llo. 8) 127 
 
 Santa Ana River Basin 129 
 
 San Diego Region (No. 9) 1^9 
 
 Santa Margarita River Basin 151 
 
 San Luis Rey River Basin 15^+ 
 
 Escondido Creek Basin 159 
 
 San Dieguito River Basin l62 
 
 San Diego River Basin l66 
 
 Sweetwater River Basin 173 
 
 Tia Juana River Basin 177 
 
 PLATES 
 
 Plate No . 
 
 1 Stream Sampling Stations, Central 
 
 Coastal Region (No. 3)-" Following page 30 
 
 2 Stream Sampling Stations, Los 
 
 Angeles Region (No. h) Folloi/lng page 76 
 
 3 Stream Sampling Stations, Lahontan 
 
 Region (No. 6) Following page 8k 
 
 h Stream Sampling Stations, Colorado 
 
 River Basin Region (No. 7) ... .Following page 126 
 
 5 Stream Sampling Stations, Santa 
 
 Ana Region (No. 8) Following page lh8 
 
 6 Stream Sampling Stations, San 
 
 Diego Region (No. 9) Following page I80 
 
 iv 
 
APPENDIXES 
 
 Page 
 
 A Methods, Procedures, and Criteria A-1 
 
 B Basic Data ^""^ 
 
AM E. WARNE 
 )ir«ctor of 
 tcr Resources 
 
 I on GOLDBERG 
 'Deputy Director 
 
 l-IALD C. PRICE 
 [/ Director Policy 
 
 EDMUND G. BROWN 
 
 GOVERNOR OF 
 
 CALIFORNIA 
 
 WILLIAM E. WARNE 
 
 ADMINISTRATOR 
 RESOURCES AGENCY 
 
 ADDRESS REPLY TO 
 P. O. Box 388 
 Sacramento 2, Calif. 
 
 THE RESOURCES AGENCY OF CALIFORNIA 
 
 DEPARTMENT OF WATER RESOURCES 
 
 1120 N STREET, SACRAMENTO 
 
 October 26, 1962 
 
 Honorable Edmund G. Brown, Governor, 
 and Members of the Legislature of 
 the State of California 
 
 State and Regional Water Pollution Control Boards 
 
 Gentlemen: 
 
 I have the honor to transmit Bulletin No. 65-59 entitled 
 "Quality of Surface Waters in California, 1959, Part II, Southern 
 California." The period January through December 1959 is covered in 
 this fifth volume of a continuing chronological series on quality of 
 surface waters in California. The quality of surface waters in 
 Northern and Central California is discussed in Part I, published in 
 July 1961, and Southern California surface water quality is discussed 
 in this report. Part II. 
 
 At the request of the State Water Pollution Control Board 
 a statewide surface water monitoring program was initiated in April 
 1951- As authorized by Section 229 of the Water Code, the Department 
 of Water Resources has administered this program in cooperation with 
 the State Department of Public Health, Bureau of Sanitary Engineering; 
 the State Department of Fish and Game; the United States Geological 
 Survey; and various other agencies and individuals. Under the state- 
 wide program, samples from 210 stations, located on IU3 different 
 water sources, are collected and analyzed periodically to maintain 
 surveillance on the quality of surface waters in California. This 
 volume reports the results of monitoring at 5^ of these stations, 
 located on 3^*- streams, lakes, and artificial channels in Southern 
 California. 
 
 During 1959> surface water quality data, for Southern 
 California, showed varying degrees of increases in concentration of 
 mineral constituents, primarily due to the lower than normal precipi- 
 tation in the 1958-59 rainfall season, resulting in low runoff and 
 decreased streamflows. A few of the streams that normally flow 
 
 vii 
 
Honorable Edmund G. Brown, Governor, 
 and Members of the Legislature of 
 the State of California 
 
 State and Regional Water Pollution 
 Control Boards 
 
 continuously were dry for several successive months in the latter 
 part of the year. The flow in a few other streams consisted almost 
 entirely of waste water discharges. At several stations new majcima 
 for the period covered by this continuing series of annual reports 
 were recorded for mineral constituents of concern in water quality. 
 
 These conditions emphasize the need for continued surveil- 
 lance of the quality of the surface waters of the State in order to 
 determine first, the natural variation in water quality that may be 
 expected and second, the average quality against which changes caused 
 by the activities of man can be evaluated. This report indicates 
 that the existing network of monitoring stations is adequate for 
 general comparisons in Southern California; special problem areas are 
 treated separately under authorization of other sections of the 
 California Water Code. 
 
 Sincerely yours, 
 
 William E. Warne 
 Director 
 
 viii 
 
STATE OF CALIFOmiA 
 THE RESOURCES AGENCY OF CALIFORNIA 
 DEPARTMENT OF WATER RESOURCES 
 
 EDMUND G. BROWN, Governor 
 
 WILLIAM E. WARNE, Administrator, The Resources Agency of California 
 
 and Director, Department of V/ater Resources 
 
 ALFRED R. GOLZE*, Chief Engineer 
 
 JOHN R. TEERINK, Assistant Chief Engineer 
 
 SOUTHERN DISTRICT 
 
 James J. Doody District Engineer 
 
 Lloyd C. Fowler Chief, Planning Branch 
 
 This report was prepared under the direction of 
 
 David B. Willets Chief, Water Quality Section 
 
 Felix W. Cartier Water Resources Engineering Associate 
 
 assisted by 
 
 Robert B. Gunderson Assistant Civil Engineer 
 
 Howard P. Walker Water Resources Technician I 
 
 James C. Ping Engineering Aid II 
 
 ix 
 
CALIFOflNIA WATER COMMISSION 
 
 RALPH M. BRODY, Chairman, Fresno 
 WILLIAM H. JhMINGS, Vice Chairman, La Mesa 
 
 JOHN W. BRYANT, Riverside JOHN P. BUNKER, Gustine 
 
 IRA J. GHRISMAN, Visalia GEORGE FLEHARTY, Fresno 
 
 JOHN J. KING, Petal uma NORRIS POULSON, Los Angeles 
 
 MARION R. WALKER, Ventura 
 
 
 WILLIAM M. CARAH 
 Executive Secretary 
 
 GEORGE B. GLEASON 
 Principal Engineer 
 
ACKNOWLEDGMENTS 
 
 The extensive coverage of the statewide surface water quality 
 monitoring program is made possible through the cooperation of federal, 
 state, and local agencies. The valuable assistance of the following 
 agencies in the Southern California portion of the prograjn is gratefully- 
 acknowledged . 
 
 United States Geological Survey 
 
 United States Public Health Service 
 
 California Department of Public Health, Division of 
 Laboratories 
 
 California Disaster Office, Radiological Services 
 
 City of Long Beach, Department of Public Health 
 
 City of Los Angeles 
 
 Department of Public Health 
 Department of Water and Power 
 
 City of San Bernardino 
 
 Los Angeles County Flood Control District 
 
 Imperial Irrigation District 
 
 The Metropolitan Water District of Southern California 
 
 Ventura County Water Resources Division 
 
 Bacteriological determinations were made by the California 
 State Department of Public Health, Division of Laboratories, Los Angeles, 
 and radiological counts were made by the California Disaster Office, 
 Sacramento, under provisions of a continuing agreement with the State 
 Water Pollution Control Boaxd. 
 
 xi 
 
INTRODUCTION 
 
 An abundant and usable source of water is an essential commod- 
 ity in man's environment. To insure that California's rapidly expanding 
 economy and increasing population are provided with a usable supply of 
 water, an effective surveillance program must be maintained. The early 
 detection and control of quality impairment is necessary in order to 
 insure the fullest beneficial use of the State's water resources. 
 Realizing the need for a detection system, the State of California ini- 
 tiated a statewide surface water monitoring program in April 1951* 
 Since that time the monitoring program has been conducted by the 
 Department of Water Resources in cooperation with numerous agencies and 
 individuals. The department's monitoring program is integrated with 
 monitoring stations maintained by other agencies at various places 
 throughout the State. 
 
 Bulletin No. 65-59 is the fifth volume in a series on surface 
 water quality conditions in California. Data presented were collected 
 by the Department of Vfeter Resources under its surface water quality 
 monitoring program and by other public agencies in California. In addi- 
 tion to basic data, this bulletin contains evaluations and interpreta- 
 tions of significant quality variations detected during 1959 and, where 
 possible, an explanation of the causes of these variations. 
 
 Part I of this bulletin, published July 19^1, presented surface 
 water quality data and an ^evaluation of surface water quality conditions 
 in V/ater Pollution Control Regions 1 and 2, the portion of Region 3 north 
 of the San Antonio-Salinas River drainage boundary, Region 5, and the 
 portion of Region 6 north of the Mono Lake drainage divide. Part, II of 
 
this bulletin, the present volume, presents surface water quality data 
 
 and an evaluation of surface water quality conditions in the southern 
 
 portion of Region 3 ( Santa Ynez, Santa Maria, Nacimiento, and San 
 
 Antonio Rivers and the portion of Salinas River upstream from the 
 
 confluence of San Antonio River), all of Region k, Region 6 south of the 
 
 northern Mono Lake drainage boundary, and all of Regions 7, 8 and ^. 
 
 The regions and the areas reported on in this volume are shown on the 
 
 frontispiece map. 
 
 The 1959 stream sampling program reported herein comprised the 
 
 collection of water samples and analyses from 5^ stations on 3^ streams, 
 
 lakes, and artificial channels throughout Southern California. Previous 
 
 quality monitoring data are included in the following report and 
 
 bulletins: 
 
 California Department of Public Works, Division of 
 Water Resources, Water Quality Investigations, 
 Report No. 15, "Quality of Surface Waters in 
 California, 1951-195^" 
 
 California Department of Water Resources, Division 
 of Resources Planning, Bulletin No. 65, "Quality of 
 Surface Waters in California, 1955-1956" 
 
 . Bulletin No. 65-57, , "Quality of Surface Waters 
 
 in California, 1957" 
 
 . Bulletin No. 65-58, "Quality of Surface Waters 
 
 in California, I958" 
 
 In addition to the Bulletin 65 series, the department publishes 
 
 and distributes a monthly report containing water quality data and 
 
 preliminary evaluations of detected quality variations. These reports 
 
 are distributed to pollution control, public health, and other agencies 
 
 and interested individuals to provide them with data on water quality as 
 
 soon as practicable after collection and analysis of water samples. 
 
The activities of the department's surface water monitoring 
 
 program are authorized by Section 229 of the Water Code, which directs 
 
 that: 
 
 "The department, ..., shall investigate conditions of 
 the quality of all waters within the State, including saline 
 waters, coastal and inland, as related to all sources of 
 pollution of whatever nature and shall report thereon to the 
 Legislature and to the appropriate regional water pollution 
 control board annually, and may recommend any steps which 
 might be taken to improve or protect the quality of such 
 waters." 
 
 The basic objectives of the department's surface water quality 
 
 monitoring program are: 
 
 (a) to secure continuous and reliable water quality data, on 
 a periodic basis, from a network of stations which will 
 provide representative data pertaining to the quality of 
 water in the major surface streams and lakes of the State; 
 
 (b) to evaluate and interpret chemical, physical, biologicsLL 
 and radiological information collected during the course 
 of the program to develop a comprehensive understanding 
 of the factors which make up and alter the water quality 
 at any station; and 
 
 (c) to detect changes in water quality and to notify the 
 appropriate control agency (regional water pollution con- 
 trol boards, state and local health departments. State 
 Department of Fish and Game) when warranted. 
 
 The discussion of water quality data presented in this bulletin 
 is by water pollution control regions, which are numbered and named 
 substantially in accordance with the major surface drainage basins with 
 which they are coterminous (see Frontispiece). Within each region, the 
 
 -3- 
 
discussion is presented by basins or stream groups. In each basin or 
 stream group, the main stream is discussed first, followed by a discus- 
 sion and summary of data, in downstream order, of all monitoring 
 stations. The discussion for each monitoring station includes a descrip- 
 tion of the sampling point, period of quality record, a discussion of 
 water quality characteristics, and an analysis of significant water 
 quality changes in 1959- For each station the maximum and minimum con- 
 centrations of the mineral constituents in the water for the period of 
 record and for 1959 are given, and also for each station, curves depict- 
 ing variations in stream flow, specific conductance, and, where applica- 
 ble, pertinent problem mineral constituent concentrations are presented. 
 
 Results of bacteriological and radiological determinations 
 presented in this bulletin should be considered as only qualitative 
 indicators; undue weight should not be given to quantitative values. The 
 indicators contribute to long-term environmental studies. 
 
 Results of bacteriological examinations are expressed as the 
 most probable number (MPN) of coliform bacteria per milliliter (ml) of 
 sample. In view of the rapidity and frequency of change in the density 
 of coliform organisms, frequent and "lengthy sampling is necessary before 
 a truly reliable evaluation can be made. 
 
 Results of radiological determinations are expressed in terms 
 of activity, measured in micro-micro curies per liter (uuc/l). No well 
 defined limits have been established for maximum safe concentrations of 
 unknown alpha and beta emitters in domestic water supplies. The 
 International Commission on Radiological Protection has recommended 
 provisional criteria for permissible concentrations of radioactivity in 
 
 -h- 
 
water. Even though evaluation criteria have been recommended by this 
 commission, this bulletin does not attempt to evaluate the specific 
 safety conditions. Pertinent features of these criteria are given in 
 Appendix A, "Procedures and Criteria." 
 
 Appendix A contains a discussion of field and laboratory 
 procedures and methods, and the criteria utilized by the Department of 
 Water Resources in evaluating the quality of water. Appendix B contains 
 the physical, mineral, bacteriological and radiological data for samples 
 collected during 1959- 
 
SURFACE V/MER QUAJ.I'rY IN SOUTiOiRN CALIFCRIIIA 
 
 oUl-f-IARY 
 
 During i959» the quality of suri'ace vrater in Southern California 
 was e;ctremeiy variable, as it has been in pricr years of record and re- 
 ported in previous bulletins of this series. Deficiency of precipitation 
 in the 195^-59 rainfall season resiilted in reduced runoff and abnormally 
 lo\T natural flovrs in most of tue river basins, and at many stations t:.e 
 stream channels were dry during; t .e later months of the year. Reservoir 
 3tora^;e for reflation of stream flows showed a ,,eneral decline, as did 
 the stora e in those reservoirs iirrpounding natural flows for other uses, 
 i'iany stream flov/s in Southern California consist wholly of v;aste waters 
 in the absence of natiiral runoff, and, as a consequence, the tiveraje quality 
 for the year at many stations was not as Good as normal, shovz-in;^ t.;e lack 
 L-f dilution witr. the better quality natural stream flows. 
 
 .A few nev; maximum values were established for concentrations 
 of constituents of significance in evaluation of v;ater quality; these 
 maximums v,ere, for t--:e riozt part, for minor constituents such as fluoride 
 and boron, usually present in only smaill ajnounts. 
 
Central Coastal Region (No. 3) 
 
 The Central Coastal Region (No. 3) comprises approximately 
 11,000 square miles of coastal valleys and mountain ranges. The region 
 extends about 275 miles along the coast, from the southern boundary of 
 Pescadero Creek Basin (about 35 miles south of the City of San Francisco) 
 to the southeasterly boundary of Rincon Creek Basin (approximately 70 
 miles north of Los Angeles), and averages about 50 miles in width. 
 
 Valley and mesa lands occupy about 2,000 square miles in the 
 region. The coast line is rocky and rugged except for a few river deltas. 
 Mountain peaks exceed 5)000 feet in elevation in most of the ranges. 
 Sawmill Mountain at the head of Sisquoc River, tributary to Santa Maria 
 River, reaches an altitude of 8,750 feet. 
 
 Mean seasonal runoff in the region is 2,UU7,600 acre-feet. The 
 region is semiarid, and most of the streams flow intermittently. Winter 
 and spring flows are often large and constitute a flood hazard. 
 
 The principal hydrographic units in Central Coastal Region 
 include San Lorenzo, Pajaro, Salinas, Carmel, Santa Maria, and Santa 
 Ynez. In this region lU sampling stations are monitored to maintain 
 surveillance of surface water quality. The monitored streams and the 
 number of stations on each (in parentheses) are presented in the follow- 
 ing tabulation: 
 
 San Lorenzo River (l) San Benito River (l) San Antonio River (l) 
 Soquel River (l) Carmel River (l) Cuyama River (l) 
 Pajaro River (l) Salinas River (3) Santa Ynez River (2) 
 
 Uvas Creek (l) Nacimiento River (l) 
 
The upper reaches of the Salinas River, and the Nacimiento, 
 Cuyama, and Santa Ynez Rivers are in the area monitored by the Southern 
 District of the Department of Water Resources. The stations on these 
 streeuns are shown on Plate 1 and are discussed in this report (Part II 
 of Bulletin No. 65-59)' The remaining stations in this region are 
 discussed in Part I, published separately. 
 
 -9- 
 
Salinas River Basin 
 
 The Salinas River Basin is located in the central portion of 
 the Central Coastal Region. The watershed has an area of i+j^+OO square 
 miles, of which mountains and foothills cover approximately 3^^80 square 
 miles, and valley and mesa lands occupy the remaining 920 square miles. 
 The basin extends inland from the coast about I50 miles in a south- 
 easterly direction, bounded on the west by the Coast Range and on the 
 east by the Temblor Range. The Salinas River traverses the rich lands 
 of Salinas Valley for nearly 100 miles, and discharges to ^tonterey Bay 
 near Castroville. 
 
 Mean annual runoff from the watershed is approximately 713>800 
 acre-feet, while the average annual flow at Station ii3c, near Bradley, 
 is about 31+0,000 acre -feet. 
 
 Nacimiento River and San Antonio River are tributaries of 
 Salinas River. During the summer season all three of these rivers are 
 usually dry. 
 
 The principal reservoirs on the Salinas River system are 
 Nacimiento Reservoir and Salinas Reservoir. Several smaller reservoirs 
 in the headwater area store surface water supplies for local needs. 
 Since 195^, flood waters stored by Nacimiento Reservoir have been 
 released during the summer months for artificial replenishment of ground 
 water storage. Recreational facilities are provided at Nacimiento 
 Reservoir and Salinas Reservoir. 
 
 The economy of the basin depends primarily on agriculture, 
 which is extensively developed on the highly productive valley lands. 
 Food processing and siogar refining are the dominant industries. Water 
 
 -10- 
 
requirements for agriculture, industry, municipalities, and domestic use 
 are met by utilization of ground water supplies. 
 
 The five stations maintained to monitor surface water quality 
 in this basin are: 
 
 Monitoring Station 
 
 Salinas River at Paso Robles 
 
 Salinas River near Bradley 
 
 Salinas River near Spreckels 
 
 Nacimiento River near San 
 Miguel 
 
 San Antonio River at Pleyto 
 
 Page Number of 
 Station Discussion 
 
 12 
 
 Ik 
 
 Part I of this bulletin 
 
 16 
 18 
 
 -11- 
 
SALINAS RIVER AT PASO ROBLES (STA. i<-3a) 
 
 Sampling Point . Station U3a is located in Section 33 of Township 26 
 
 South, Range 12 East, Mount Diablo Base and Meridian. Water samples 
 
 were collected from the left bank just upstream from the United States 
 
 Geological Survey gage on 13th Street Bridge in Paso Robles, 3-5 miles 
 
 upstream from Huerhuero Creek. 
 
 Period of Record . April 1951 through December 1959 • 
 
 Water Quality Characteristics . Throughout the period of record the 
 
 water has generally been calcium-sodium bicarbonate in character, usually 
 
 class 1 for irrigation, moderately to very hard, and has met drinking 
 
 water standards for mineral constituents. Boron occasionally exceeds the 
 
 limit of 0.5 ppm for class 1 irrigation water. 
 
 Significant Water Quality Changes . The nine year record indicates seasonal 
 
 changes in mineral concentrations, varying with volume of flow, and a 
 
 slight increase in mineral content during the period of record. Surface 
 
 flow occurred from January to April 1959' 
 
 ■12- 
 
WATER QUALITY RANGES 
 
 Its 
 
 Maximum of Record 
 
 HlnlBum of Record 
 
 MAxlnum 
 
 1959 
 
 Hlnljinia - 1959 
 
 Specific conductance (mlcromhoa at 25°C) 
 
 Tampsrature In °? 
 
 DlasolTed oxygen In parts par million 
 Percent saturation 
 
 pH 
 
 1,213 
 79 
 
 lU.O 
 136 
 
 9-B 
 
 277 
 lt6 
 
 6.8 
 
 70 
 
 6.6 
 
 1,079 
 
 76 
 
 lU.o 
 136 
 
 e^ 
 
 585 
 
 52 
 
 7.0 
 79 
 
 I-5_ 
 
 Mineral constituents In parts per million 
 Calcium (Ca) 
 Magnesium (Kg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (COi) 
 Bicarbonate (HOO3) 
 Sulfate (SOl) 
 Chloride (CI) 
 Nitrate (NOj) 
 Fluoride (F) 
 Boron (B) 
 Silica (Si02) 
 
 95 
 37 
 llU 
 7.2 
 19 
 373 
 161 
 96 
 5.6 
 0.7 
 0.80 
 ItO 
 
 '•5 
 17 
 20 
 
 O.i. 
 
 0.0 
 115 
 
 l»0 
 
 11.5 
 0.5 
 
 O.lU 
 O.OU 
 
 _15 
 
 95 
 37 
 llU 
 2.8 
 0.00 
 373 
 161 
 96 
 k.2 
 0.7 
 0.55 
 _k2 
 
 65 
 26 
 29 
 
 1.8 
 0.00 
 226 
 
 91 
 
 35 
 2.0 
 0.2 
 0.15 
 
 20 
 
 Total dissolved solids In parts per million 
 
 Percent sodltai 
 
 Hardness as CaCO^ In parts per million 
 Total 
 Noncarbonate 
 
 Turbidltr In parts per million 
 
 1,283 
 '•7 
 
 527 
 126 
 
 >1,200 
 
 178 
 16 
 
 120 
 
 
 <5 
 
 655 
 
 '•7 
 
 389 
 89 
 
 <5 
 
 lt03 
 19 
 
 269 
 
 
 
 <5 
 
 Conform In most probable number per milliliter 
 
 Radioactivity in micro-micro curies per liter 
 Wssolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 7,000 
 
 0.00 
 
 3.37 
 
 18.02 
 
 29.18 
 
 <0.U5 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 700 
 
 station dry 
 
 23 
 
 during 
 
 May and Sep' ember 
 
 ♦J Oi 
 
 ol 
 
 S.3 
 
 — 600 
 
 500 
 
 ItOO 
 
 300 
 
 200 
 
 100 
 
 
 1,25c 
 1,100 
 
 950 
 
 800 
 
 650 
 500 
 
 350 
 
 200 
 
 WATER QUALITY VARIATIONS 
 
 ■Jl 
 
 /-{.. 
 
 t 
 
 .r./l\ 
 
 ii:: 
 
 ti 
 
 :|' 
 
 (: 
 
 ■|.' 
 
 t 
 
 w- 
 
 ■n 
 
 ,.\ 
 
 I 
 
 .T- 
 
 4 
 
 r 
 
 I 
 
 
 2,000 
 
 
 1,800 
 
 
 1,600 
 
 ? 
 
 1,U00 
 
 
 1,200 
 
 ^ 
 
 1,000 
 
 a 
 
 
 800 
 600 
 
 
 l»00 
 
 
 200 
 
 
 
 
 ti4iijj*so*io jrwAH.t.1 asono 
 
 1952 
 
 44-H 
 
 .UL 
 
 iiiui^ 
 
 J * MAHJ J * S ON 
 
 1953 
 
 Jl. 
 
 AHJJASONO J'MkMj^ A^OI.0 
 
 1954 
 
 1955 
 
 AUAL 
 
 K « ■ J J * S W 
 
 1956 
 
 kMJjAlONO 
 
 1957 
 
 FMAK.JASIMO 
 
 1956 
 
 J iIAMjJASOIO 
 
 1959 
 
 SALINAS .RIVER AT PASO R0BLES(STA.43a) 
 
 13 
 
SALINAS RIVER NEAR BRADLEY (STA. k^c) 
 
 Sampling Point . Station k^c is located in Section 15 of Township 23 
 South, Range 10 East, Mount Diablo Base and Meridian. Samples were 
 collected from the left bank at the United States Geological Survey- 
 gaging station, six miles northwest of Bradley and seven miles down- 
 stream from San Antonio River's confluence with the Salinas River. 
 Period of Record . October 1958 through December 1959« 
 Water Quality Characteristics . The surface water at this station is 
 calcium-magnesium bicarbonate in character, class 1 for irrigation, 
 moderately hard, and meets drinking water standards for mineral constit- 
 uents. 
 
 Significant Water Quality Changes . The data for the 15 month period of 
 record indicate a vei^- slight increase in mineral content. Surface flow 
 at this station occurred throughout the year, regulated by Nacimiento 
 reservoir releases. 
 
 -Ik- 
 
WATER QUALITY RANGES 
 
 Item Maximum of Record Minimum of Record Maximum - 1959 Minimim - 1959 
 
 Specific conductance (ralcromhos at 250C) 61? 278 f\? 27fi 
 
 Temperature in °F y^ e^ n-i eg 
 
 mssolved oxygen In parts par million 12.0 7.5 12.0 7.5 
 Percent saturation 12lj 7li 12li 82 
 
 pH 8-'' 7.7 e.U 7.7 
 
 Mineral constituents in parts per million 
 
 Calcium (Ca) 29 26 29 ?6 
 Magnesium (Mg) 16 11 16 13 
 Sodium (Na) ' ^6 11 U6 11 
 Potassium (K) 2.0 1.2 2.0 1.7 
 Carbonate (CO-j) 12 0.00 12 0.00 
 Bicarbonate (HOO3) 221, I05 221, 105 
 Sulfate (SOk) 35 2li 3U 7h 
 Chloride (Cl) 33 8 33 8 
 Nitrate (NOj) 0.6 0.25 0.6 0.5 
 Fluoride (F) 0.2 0.1 0.2 0.1 
 Boron (B) O.ll 0.05 0.12 0.05 
 Silica (Si02) 20 10 15 10 
 
 Total dissolved solids in parts per million 210 
 
 Percent sodium 31 
 
 Hardness as CaCOi in parts per million 
 
 Total 226 
 Noncarbonate 51 
 
 Turbidity in parts per million <25 
 
 161, 210 175 
 16 31 16 
 
 116 226 119 
 51 
 
 <5 <25 <5 
 
 Coliforra in most probable number per milliliter No conforms in 1958 62 0.1,5 
 
 RadioactlTlty in micro-micro curies per liter 
 
 Dissolved alpha Station established 0.09 0.00 
 Solid alpha October 195S 0.1,1 O.I8 
 Dissolved beta 2.50 0.00 
 Solid beta 6.56 3.71 
 
 WATER QUALITY 
 
 ' VARIATIONS 
 
 
 
 T T 
 
 
 
 1 1 
 
 
 
 
 
 T + " " 
 
 7nn ..... 
 
 
 
 o^~- i 
 
 
 
 £0 1J> ' 
 
 ^~ 600 -I- 
 
 1 
 
 
 3 +3 
 
 -i" 
 
 ^ 7 
 
 1 
 
 
 
 
 "i tCnn - 
 
 
 
 1- K 
 
 
 • 
 
 <y E T T 
 
 10 ^^ I^QO j__ ---1- 
 
 ..:::::::::::.:::::::::::: i 
 
 
 
 t 1 '1 
 
 J . 
 
 300 1- - - - 
 
 '.:l.i.1 
 
 t 
 
 
 ^ *< 
 
 MT" 
 
 200 
 
 
 
 T 1 1 
 
 _!.. 1 J ^ 
 
 
 
 
 
 
 SALINAS RIVER NEAR BRADLEY (STA 43c ) 
 
NACBffENTO RIVER NEAR SAN MIGUEL (STA. U3b) 
 
 Sang)ling Point. Station 43b is located in Section k of Township 25 South, 
 Range 11 East, MD\mt Diablo Base and Meridian. • Samples were collected 
 from the right bank at the Iftiited States Geological Survey gaging station 
 at Bee Rock Road bridge in Camp Roberts, four miles upstream from the 
 Nacimlento River's confluence with Salinas River. 
 Period of Record. October I958 through December 1959- 
 Water Quality Characteristics. The quality of the surface water at this 
 station is excellent. The water is calcium bicarbonate in character, 
 class 1 for irrigation, meets drinking water standards for mineral content, 
 and is moderately hard. 
 
 Significant Water Quality Changes. The data show that there has been a 
 very slight increase in mineral content during the I5 month period of 
 record. Surface flow was available for saiipling each month. 
 
 -16- 
 
WATER QUALITY RANGES 
 
 Item Maximura of Record Minimum of Record Maximum - 1959 | Mlnimwi - 1959 
 
 Specific conductance (micromhos at 25°C) 338 
 
 Temperature in °F 76 
 
 mssolTed oxygen In parts par million 13.0 
 Percent saturation 125 
 
 pH 8.ii 
 
 218 338 238 
 
 56 76 _ 56 
 
 7.0 10.6 7.0 
 71 102 7!j 
 
 7.L e.li l.h 
 
 Mineral constituents in parts per million 
 
 Calcium (Ca) 33 
 Magnesium (Mg) 18 
 Sodium (Na) 11 
 Potassium (K) 2.0 
 Carbonate (CO3) 7.2 
 Bicarbonate (HCO3) I66 
 Sulfate (SOl) 29 
 Chloride (CI) 12 
 Nitrate (NO3) 1.0 
 Fluoride (F) 0.1 
 Boron (B) 0.I8 
 Silica (Si02) 20 
 
 22 33 22 
 
 9.6 18 13 
 6.I4 n 7 
 0.7 2.0 1.1 
 0.00 0.00 0.00 
 90 166 112 
 20 29 20 
 5 12 7 
 0.3 1.0 0.5 
 0.00 0.1 0.00 
 0.00 0.18 0.00 
 10 20 10 
 
 Total dissolved solids in parts per million 220 
 
 Percent sodium 16 
 
 Hardness as CaC03 in parta per million 
 
 Total 156 
 Noncarbonate 3O 
 
 Turbidity In parts per million <?5 
 
 117 220 155 
 10 16 10 
 
 97 156 110 
 13 30 13 
 
 <5 <25 <5 
 
 Coliform In most probable number per milliliter 23 0.h5 23 0.b5 
 
 RadioactlTlty in micro-micro curies per liter 
 
 Dissolved alpha Station Establ shed 0.?2 0.00 
 Solid alpha October 1958 0.27 0.20 
 Dissolved beta 11. Ill 3.19 
 Solid beta 2.59 2.51 
 
 WATER QUALITY VARIATIONS 
 
 
 T 
 
 
 
 
 
 
 
 
 
 
 
 
 
 a u\ 
 
 t"^ 300 - 
 
 A .' 
 
 3 ♦i ^^ 
 
 1" 
 
 ::::::::"::::::::::::::::::::::::::::::,^:::::^^ 
 
 u 
 
 ; i-.-i 
 
 7;" _ _ 
 
 
 13 
 
 w ,«« 
 
 
 
 
 
 
 
 
 
 
 iL. 
 
 
 , .f.L. 
 
 (2 150 _ 
 
 "^ 
 
 u 
 
 
 Ef 
 
 
 
 
 ^' "^ 
 
 a 
 
 
 
 "" 1 
 
 - - _ 
 
 
 jFH*MJJ*SONOjrH*MJJ'50NOjFH*liJJA10NI jFUAIIJJASONOjrilAMj 
 
 JASON0jrM*MjjaSOHl}jriiaMjjA9OII0jPHAMJJ*tOMajrMAUjjASOil0 
 
 1951 1952 1953 1954 19' 
 
 i5 1956 1957 1958 1959 
 
 NACIMIENTO RIVER NEAR SAN MIGUEL (STA.43b) 
 
 17 
 
SM ANTONIO RIVER AT PLEYTO (STA. k^d) 
 
 Sangllng Point. Station 43d is located in Section 3 of Township 2^+ 
 South, Range 9 East, Motint Diablo Base and Meridian. Samples were 
 collected from the left bank, at the United States Geological Survey 
 gage at Pleyto bridge, 15 miles vest of Bradley. 
 Period of Record. February 195^ through December 1959 • 
 Water Quality Characteristics. The surface water at this station is 
 calcium-magnesium bicarbonate in character, moderately hard, class 1 
 for irrigation, and meets drinking water standards for mineral con- 
 stituents. 
 Significant Water Quality Changes. None . 
 
 -18- 
 
WATER QUALITY RANGES 
 
 Item Maximum of Record Minimum of Record Ma)cimum - 1959 Minimum - 195? 
 
 Specific conductance (micromhos at 25°C) 512 
 
 Temperature in °F 8? 
 
 DisBOlved ojtygen in parta per nllllon 13.? 
 Percent aaturation I38 
 
 pH 8.lj 
 
 257 lili5 397 
 
 5!j 82 58 
 
 h.O 12.5 h.o 
 39 125 39 
 
 7.1 8.1, 7.2 
 
 Mineral conatituenta in parta per million 
 
 Calcium (Ca) 59 
 Magnesium (Mg) 19 
 Sodium (Na) 25 
 Potassium (K) 2.0 
 Carbonate (CO3) 0.0 
 Bicarbonate (HCO3) 198 
 Sulfate (SOv) 66 
 Chloride (CI) 26 
 Nitrate (NO3) 3.1 
 Fluoride (F) 0.6 
 Boron (B) 0.07 
 Silica (Si02) 30 
 
 30 55 LI 
 9 19 15 
 8 23 15 
 1.3 2.0 1.7 
 0.0 0.0 0.0 
 101. 185 156 
 
 39 66 58 
 6 19 12 
 0.0 3.1 0.0 
 0.0 0.6 0.0 
 0.00 O.OIj 0.00 
 
 ?li 30 25 
 
 Total dissolved aollda in parts per million 315 
 
 Percent sodiva 23 
 
 Hardness as CaC03 In parts per million 
 
 Total 208 
 Noncarbonate h7 
 
 Turbidity in parts per million <'25 
 
 161 315 ?6U 
 1-3 21 Ik 
 
 11? 197 172 
 1j7 
 
 <5 <25 <5 
 
 Colifom in most probable number per milliliter 62 0.li5 62 0.15 
 
 Radioactivity in micro-micro curies per liter 
 
 Dissolved alpha Station Establisl eJ 0.20 Station Dry- 
 Solid alpha October, 1958 0.'62 September, 1959 
 Dissolved beta 0. 9lj 
 Solid beta 3] 8(5 
 
 WATER QUALITY VARIATIONS 
 
 
 
 
 T 
 
 
 
 
 
 
 
 600 - - - 
 
 
 
 
 u 
 
 5Zv 500 - H IL 
 
 
 ♦» CM 
 U 
 
 S^ _ _ 
 
 . 
 
 « 1 „« 
 
 :::::::::::::::::::::::::::: ::::::::::'7 J"": 
 
 z:z _l_ 
 
 
 •HO I _ 
 
 S-g 300 1 + .._. H 
 
 t 
 
 *- ^ 
 
 
 200 _ _ -. 
 
 __ _L 1 
 
 
 i ' "^ 
 
 T T T 
 
 1 
 
 U0..i t-Xl 
 
 r 1 I 
 
 j\ 
 
 j. 1 , , 
 
 30 1 ! i ! 
 
 :...l jiffl it'i! ~"1'^'"""' 
 
 " , -r -I--H-+ 4- --L-^ 
 
 M in ■ iH""tr!it ' — 
 
 T T T 1 
 
 S 20 ...1 4... J ^.. i_. 
 
 1 fit. n iri y 
 
 5 11^ I4.I 
 
 i4i.M...|i:Mrir 1'" 
 
 m 
 
 " 10 i 
 
 I... M I ISl.iUlii I 11 1 
 
 1 
 
 ! ' 'i '1 1! " 1 \ 
 
 1 IL.^ L^J 1 - , 
 
 I4"l:l"iiiii"'iii""ir"":j"""ir:: 
 
 
 JASOMl>jrH*MJJ«SOI*0jFtl*MJj«SON0 jrUAH.'jd.v.HOJ»U '. «%CHQ 
 
 1951 1952 1953 1954 19 
 
 55 1956 1957 1958 1959 
 
 SAN ANTONIO RIVER NEAR PLEYTO (STA.43d) 
 
 19 
 
Cuyama River Basin 
 
 Cuyama River Basin is a part of the Santa Maria River drainage 
 area and is in the southeastern portion of the Central Coastal Region, The 
 upper reach of the river flows northwesterly through narrow canyons and 
 small valleys, and then westward across the northern part of Cuyama Valley 
 to Twitchell Dam. The river flows southerly from the dam to join the 
 Sisquoc River, forming Santa Maria River at their confluence. The Cuyama 
 Valley Basin is boiinded on the north by the Santa Lucia Mountains and 
 Caliente Mountains, and on the south by the San Rafael Mountains and 
 Sierra Madre Mountains. 
 
 The Cuyama River drains about 1,200 square miles. The mean 
 annual discharge measured at a point about 10 miles upstream from Santa 
 Maria is estimated at 15,200 acre-feet. The river is usually dry during 
 the summer months. Twitchell Dam, completed late in 1959^ stored no 
 water during the year. 
 
 There are no known direct uses of the surface waters. Normal 
 flows percolate into the streambed to recharge ground water basins in 
 Cuyama and Santa Maria Valleys. Local water needs are met by pumping 
 from wells. 
 
 The one station maintained to monitor surface water quality in 
 this basin is Cuyama River near Garey. It is discussed on page 22. 
 
 I 
 
 -21- 
 
CUYAMA RIVER NEAR GAREY (STA. kka) 
 
 Sampling Point . This station is located in Section 25 of Township 10 
 North, Range 33 West, San Bernardino Base and Meridian. Samples were 
 collected from the left bank at mid depth of the flow, 0.5 mile north 
 of Santa MEiria Mesa Road and 6 miles downstream from Twitchell Dam. 
 Period of Record . October 1958 through December 1959» 
 Water Quality Characteristics . The surface flow has generally been 
 calcivim-sodium-magnesium sulfate in character, very hard, and has not 
 met drinking water standards for mineral content. A high sulfate content 
 is a characteristic of this water. It is Class 2 for irrigation. 
 Significant Water Quality Changes . Water samples were collected during 
 the first 5 months of 1959* During the remaining months of the year 
 the station was dry. The data for the 15 months of record for this 
 station indicate a gradual increase in mineral content of the surface 
 water. 
 
 -22- 
 
WATER QUALITY RANGES 
 
 Item Maximum of Record Minimum of Record Majdmura - 1959 Minimum - 1959 
 
 Specific conductance (ralcromhos at 25°C) ?,1P9 
 
 Temperature in °F 7!i 
 
 Dissolved oxygen in parts par million 111. 2 
 Percent saturation 152 
 
 pH 6.I4 
 
 l.liftii 2,189 1,761 
 
 5I4 7li 5U 
 
 7.0 13.0 9.5 
 7U 125 100 
 
 8.0 8.1i 8.0 
 
 Mineral constituents in parts per million 
 
 Calcium (Ca) 227 
 Magnesium (Mg) 103 
 Sodium (Na) 165 
 Potassium (K) 6.6 
 Carbonate (CO3) 0.00 
 Bicarbonate (HCO3) 327 
 Sulfate (SOl) 9l,7 
 Chloride (CI) 99 
 Nitrate (NOj) 0.00 
 Fluoride (F) 0.7 
 Boron (B) 0.)j3 
 Silica (SiOg) 20 
 
 126 227 157 
 83 103 96 
 120 165 136 
 3.7 6.6 5,1 
 0.00 0.00 0.00 
 209 327 209 
 60U 9U7 739 
 77 99 90 
 0.00 0.00 0.00 
 0.6 0.7 0.6 
 0.26 O.I42 0.26 
 15 20 20 
 
 Total dissolved solids in parts per million 1,760 
 
 Percent sodiun 30 
 
 Hardness as CaC03 in parts per million 
 
 Total 990 
 Honcarbonate 800 
 
 Turbidity in parts per million <25 
 
 1,167 1,760 1,523 
 23 29 23 
 
 6m 990 729 
 1j35 800 520 
 
 <5 <25 <5 
 
 Coliform in most probable number per nllllliter No Conforms In 1958 13 0.6 
 
 Radioactivity in micro-micro curies per liter 
 
 Dissolved alpha Station Established 0.20 Dry during 
 Solid alpha October 1958 0.31 September 
 Dissolved beta U.70 1959 
 Solid beta 0.28 
 
 WATER QUALITY VARIATIONS 
 
 Q. 1,000 
 
 
 900 .. 
 
 i 1 - A - 
 
 1 800 
 
 " " i - 
 
 t T 
 
 « 700 4_ 
 
 """" " "" ""' " 111 
 
 2 600 -4- - 
 
 "S 
 
 
 
 ^ eryi 
 
 
 
 1 
 
 
 
 1 
 
 ® '~^ ? noo .-_ - -- 
 
 t" i 
 
 §S^ 
 
 t 1 
 
 u 
 
 "2 • 1 8nn 
 
 
 c n 
 
 
 ;C _. .__ 
 
 
 -H p 
 
 '*i 7X ^ fson - -~ 
 
 zr\ 1 1 
 
 g-s ' ' T 
 
 t. .:_:::::::::::::::::::::::::ir^ 
 
 
 jtjl ■ ^'tt T 
 
 
 
 1 POO .-..-.... . -1- 
 
 " ""-* 1 — h 
 
 1 1 
 
 10 ■ 
 
 
 ' T TT T T 
 
 :i::::iiir::::T"'"Tii]]i uir 
 
 -- T 1 
 
 £ 20 J. ^ 1 
 
 --4-1- |-i--r- - 4-1-+ t-L -(- 4^ -tU 
 
 " tl Ft 1 li^ljitl 1 T 
 
 1 . 1 ' ^' ■ ' 
 
 g, T "^ ■ t 1 t 'T 
 « 10 J lJ^ ^, 4---I- J. 
 
 1 t t ^ "^ tijT^ 
 
 S -^4-++ -k-++-l+-tif 
 
 .t--1Sti Mt iZi' 
 
 i [iN '^i T| t 1 
 
 ci.ti :.ii u ■■■■''¥:::. 
 
 
 JASONDjrHAHjJ*4ONOjrHAHjjASO««DJ>'M«HjJ*SON0jrH*M..*SuN0 
 
 1951 1952 1953 1954 19 
 
 55 1956 1957 i958 1959 
 
 CUYAMA RIVER NEAR GAREY (STA 44q ) 
 
 23 
 
Santa Ynez River Basin 
 
 The Santa Ynez River Basin drains an area of about 900 square 
 miles in the southern part of the Central Coastal Region. The basin 
 lies between the San Rafael Mountains on the north and the Santa Ynez 
 Mountains on the south. Three- fourths or 7^9 square miles of the 
 drainage basin is mountainous, and the remaining 13^ square miles is 
 classed as valley and mesa lands. 
 
 The Santa Ynez River flows westward across the southern 
 portion of Santa Barbara County, and discharges to the Pacific Ocean 
 near Surf, California, 10 miles downstream from Lompoc. The mean 
 annual mmoff to the ocean is approximately to, 000 acre-feet. 
 
 The three reservoirs on the main Santa Ynez River channel 
 controlling the flow are: Jamison Lake, Santa Barbara Reservoir, and 
 Lake Cachuma. Of these, only Lake Cachuma offers recreational facil- 
 ities. Recreational opportunities are also available at several 
 locations along the river. 
 
 The principal use of the Santa Ynez River water is municipal 
 supply for the City of Santa Barbara. The water is exported from 
 Santa Barbara Reservoir and from Cachuma Reservoir to the city by means 
 of tunnels. Water is also diverted and exported through a tunnel at a 
 point downstream from Jamison Lake to Montecito County Water District. 
 Water requirements of the coastal portion of the Santa Ynez River Basin 
 are met by ground water supplies. 
 
 The headwaters area of the river contains a number of resorts 
 and campsites. AgricuJ.tural land in the middle reach east of the Lomxxjc 
 Plain is fully developed, but the land area involved is small. Agriculture 
 
 .2li 
 
in the Lompoc Plain is extensive. The Vandenberg Air Force Base in and 
 adjacent to the basin near the coast is the scene of the chief indus- 
 trial activity in the basin. The rapid expansion of the City of Lompoc 
 is associated with activities at the base. Processing of agriculttoral 
 products is the major civilian industry. 
 
 The two stations established to monitor surface water quality 
 in this basin are: 
 
 Monitoring Station 
 
 Santa Ynez River at Cachioma 
 Reservoir 
 
 Santa Ynez River near Solvang 
 
 Page 
 
 Number 
 
 of 
 
 Station Discussion 
 
 
 26 
 
 
 
 28 
 
 
 -25- 
 
SANTA YWEZ RIVER AT CACHUMA RESERVOIR (STA. kh'b) 
 
 Sampling Point . Station ^i+b is located in Section 19, Township 6 North, 
 
 Range 30 West, San Bernardino Base and Meridian. Samples were collected 
 
 from Cachuma Reservoir at the left abutment of the dam, one-half foot 
 
 below the water siirface. 
 
 Period of Record . April I958 through December 1959* 
 
 Water Quality Characteristics . The reservoir water is ceilcium- magnesium 
 
 sulfate-bicarbonate in character and very hard; however, it meets drinking 
 
 water standards for mineral constituents. It is class 1 irrigation water, 
 
 except that boron content occasionally exceeds the limit of O.5 ppm for 
 
 class 1 water. 
 
 Significajit Water Quality Changes . None. Cachuma Reservoir filled to 
 
 neajc capacity in February and March of 1959. Improved water quality was 
 
 evident from analyses of water samples collected in the s\ammer months. 
 
 -26- 
 
WATER QUALITY RANGES 
 
 Item Maximum of Record Minirauin of Record Maximum - 195? Minimum - 1959 
 
 Specific conductance (micromhos at 250C) 7<7 
 
 Temperature in °F 72 
 
 Dissolved oxygen In parts par million H.U 
 Percent saturation 129 
 
 PH 8.1, 
 
 685 75? 703 
 
 51) 72 5I1 
 
 I4.0 11.0 5.8 
 kl 126 60 
 
 7.1 8.1, 7 1 
 
 Mineral constituents in parts per million 
 
 Calcium (Ca) 78 
 Magnesium (Mg) 38 
 Sodium (Na) 38 
 Potassium (K) 3.5 
 Carbonate (CO3) 0.0 
 Bicarbonate (HCO3) 215 
 Sulfate (SO)^) 235 
 Chloride (CI) 23 
 Nitrate (NOj) I.7 
 Fluoride (F; 0.5 
 Boron (B) 0.82 
 Silica (3102) 11, 
 
 60 7li 61 
 30 38 35 
 33 38 33 
 2.6 3.lj 2.6 
 0.0 0.0 0.0 
 168 215 168 
 182 222 208 
 12 17 12 
 0.0 1.7 0.0 
 0.2 0.5 0.2 
 0.18 0.58 0.21 
 2 5 2 
 
 Total dissolTod solids in parts per nlllion 530 
 
 Percent sodiiai 22 
 
 Hardness as CaC03 in parts per million 
 
 Total 330 
 Noncarbonate 171, 
 
 Turbidity in parts per railllon <25 
 
 li61, 530 507 
 17 21 17 
 
 283 330 307 
 136 172 151 
 
 <5 <25 <5 
 
 Collform in most probable number per milliliter 2.3 
 
 Radioactivity in micro-micro curies par liter 
 
 Dissolved alpha Station es 
 Solid alpha October 1 
 Dissolved beta 
 Solid beta 
 
 0.1,5 2.3 0.1,5 
 
 tablihed O.IJ, 0.20 
 958 l.Olj 0.27 
 
 6.67 a. 88 
 7.12 0.00 
 
 WATER QUALITY VARIATIONS 
 
 ICO - - 
 
 ! 
 
 
 .^ 
 
 » 300 
 
 - - ! '--■'• j^---f 
 
 1^ 1 
 
 * 1 
 
 a 
 •3" 250 
 
 
 1 I 
 
 T " "^ " 
 
 200 - 
 
 
 
 
 
 
 00 
 
 3 UN 800 
 
 T" 
 
 
 
 S S 700 
 
 I"""" '''w::^' 
 
 E 
 
 C g 
 
 '! 
 
 It 60o[ - I 
 
 
 0.^ 61XJ -^ 
 
 
 
 8 - --- -- 
 
 1 
 
 ^ 7 _ _ 
 
 1 
 
 ," «; f, 
 
 "'" 
 
 1- 5 __ 
 
 :::::::: / 
 
 gS^ h - - -. 
 
 / 
 
 2o 
 
 ,*^ 3 -- --- 
 
 " 7 =[-/-■ 
 
 gg 2 - -- 
 
 r""7 
 
 £2 
 
 no 1 
 
 t 17 
 
 5a 
 
 
 
 Y 
 
 
 
 1951 1952 1953 1954 195 
 
 5 1956 1957 1958 1959 
 
 SANTA YNEZ RIVER ATCACHUMA RESERVOIR 
 (STA.44b) 
 
 27 
 
SANTA YI^IEZ RIVER NEAR SOLVANG (sm. 45a) 
 
 Sampling Point . Station U5a is located in Section 22 of Township 6 
 North, Range 31 West, San Bernardino Base and Meridian. Samples were 
 collected from the right bank at mid-depth of the flow, at the United 
 States Geological Siirvey gage at Mission Road bridge, 25 feet downstream 
 from Alisal Creek and 0.9 mile south of Solvang. 
 Period of Record . April 1951 through December 1959. 
 Water Quality Characteristics . The siirface water at this station is 
 generally calcium-magnesium siilfate-bicarbonate in character, occasionally 
 changing to magnesium bicarbonate. The specific conductance normally 
 exceeds 1,000 micromhos, placing the water in class 2 for irrigation. 
 The water is extremely hard, but generally meets drinking water stand- 
 ards for mineral constituents. Boron has only rarely exceeded 0.5 ppm. 
 Significant Water Quality Changes . The data for the nine years of record 
 for this station show a slight increase in mineral content. The river 
 at this station was dry from August to December 1959. 
 
 ■28- 
 
WATER QUALITY RANGES 
 
 Itoa 
 
 HaxLjium of Record 
 
 Hlnlnum of Record 
 
 Ma)Clmuin - 1959 
 
 Mlnljiiun - 1959 
 
 Specific conductance (micromhoe at 25°C) 
 
 Tanperature in °7 
 
 DlssolTed oxygen in parta par million 
 Percent saturation 
 
 pH 
 
 1,361 
 80 
 i6.o 
 
 1U2 
 9.l« 
 
 1*1*1 
 W 
 U.2 
 
 6.8 
 
 1,361 
 80 
 
 12.5 
 116 
 
 8.6 
 
 900 
 St 
 
 6.6 
 66 
 
 7.8 
 
 Mineral constitnenta in parts per million 
 Calcium (Ca) 
 Ma^esium (Hg) 
 Sodium (Na) 
 PoUssium (K) 
 Carbonate (CO3) 
 Bicarbonate (HCO3) 
 Sulfate (SOv) 
 Chloride (CI) 
 Nitrate (NO1) 
 Fluoride {?) 
 Boron (B) 
 Silica (S102) 
 
 113 
 
 68 
 
 76 
 
 7. 
 
 2li 
 
 527 
 
 ?9k 
 
 8I4 
 
 5. 
 
 00 
 
 00 
 
 0.60 
 0.72 
 
 1*0 
 
 76 
 
 37 
 
 36 
 
 1 
 
 
 
 lUi 
 
 189 
 
 17 
 0.00 
 0.20 
 0.00 
 
 10 
 
 91 
 
 61 
 
 76 
 2.2 
 0.00 
 527 
 
 2m 
 
 56 
 
 5.00 
 
 0.60 
 0.1*0 
 25 
 
 90 
 
 1*3 
 
 1*5 
 1.8 
 0.00 
 281 
 210 
 
 31* 
 0.00 
 0.20 
 0.17 
 
 22 
 
 Total dissolved solids in parts per nilllon 
 
 Percent sodi\M 
 
 Hardness as CaOO^ in parts per nilllon 
 Total 
 Noncarbonate 
 
 Turbidity in parts per million 
 
 671* 
 25 
 
 667 
 27? 
 
 1*50 
 
 565 
 16 
 
 162 
 II46 
 
 <5 
 
 721* 
 
 22 
 
 667 
 235 
 
 150 
 
 629 
 
 18 
 
 1*00 
 166 
 
 <5 
 
 Coltform in most probable number per milliliter 
 
 Radioactivity in micro-micro curies par liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 7,000 
 
 0.55 
 0.31 
 
 2.01 
 7.55 
 
 <0.1i5 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 7,000 
 
 0.00 
 
 0.31 
 
 0.71 
 0.81 
 
 0.1*5 
 
 station Dry 
 Sept. 1959 
 
 WATER QUALITY VARIATIONS 
 
 o-i 
 
 9-2 
 
 700 
 600 
 500 
 1*00 
 300 
 200 
 
 100 
 
 
 1,1*00 
 
 1,200 
 
 1,000 
 
 800 
 
 600 
 
 1*00 
 
 nil llll 
 
 --\'v,',-.- 
 
 V'- 
 
 J 
 
 n4 
 
 I'''' 
 
 z::. 
 
 /' 
 
 .,,.. 
 
 \ 
 
 i 
 
 r" 
 
 r-' 
 
 100 
 
 50 
 
 J 9 M«M J J A SONO 
 
 1951 
 
 ■ 
 
 rwAMjj atONO 
 
 1952 
 
 r mamj J • s o NC 
 
 1953 
 
 >illill-^-HHJIIIl! 
 
 AHJJ ASONO jrilJlMj JASOMO 
 
 1954 1955 
 
 '-:^ 
 
 ki 
 
 JFM*HJJ« lOHO 
 
 N, 
 
 jrilAHjvASOND 
 
 1956 1957 
 
 11: 
 
 1 
 
 rUhU J i ASONQ jrMaHj jASONC 
 
 1958 1959 
 
 SANTA YNEZ RIVER NEAR SOLVANG (STA.45o) 
 
 29 
 

 STREAM 
 
 CENTRAL CO 
 
 KEY MAP 
 
 Station 
 
 
 Number 
 
 
 hie. 
 
 Salinas 
 
 k-JSb 
 
 TJaoirnie! 
 
 43c 
 
 Salinas 
 
 43d 
 
 Santa A; 
 
 y^a 
 
 Cuyama ; 
 
 lt4b 
 
 Santa Yl 
 
 h^& 
 
 Santa Yi 
 
 LEGEND 
 
 #"° SURFACE WATER SAMPLING STATION 
 ■ SEWAGE WASTE DISCHARGE 
 
 STATE OF CALIFORNIA 
 THE RESOURCES AGENCY OF CALIFORNIA 
 )EPARTMENT OF WATER RESOURCES 
 
 SOUTHERN DISTRICT 
 
 (FACE WATER QUALITY MONITORING 
 PROGRAM 
 
 REAM SAMPLING STATIONS 
 
 CENTRAL COASTAL REGION(NO. 3) 
 1959 
 
 SCALE OF MILES 
 
 
^i gf 
 
 STREAM SAMPLING STATIONS 
 CHWRAL COASTAL REGION (NO. 3) 
 
 Station 
 
 Number Station Name 
 
 h^a Salinas River at Paso Robles 
 
 '•■31' Naolmlento River near San Miguel 
 
 'tSo Salinas River near Bradley 
 
 '*33. Santa Antonio River near Pleyto 
 
 Wta Cujrama River near Garey 
 
 Vtb Santa Tnez River at Cachuma Reservoir 
 
 't5& Santa Ynez River near Solvang 
 
Los Angeles Region (No. k) 
 
 The Los Angeles Region (No. h) comprises all areas draining 
 into the Pacific Ocean between the southeastern boundary of the watershed 
 of Rincon Creek in Ventura County and the Los Angeles -Orange County line. 
 The region extends approximately 13O miles along the coast and aversiges 
 kO miles in width, occupying an area of about '+,260 square miles. 
 
 The region contains broad coastal and inland valleys hemmed in 
 by rugged mountainous terrain. The Santa Monica Mountains, Simi Hills, 
 and San Gabriel Mountains form a drainage divide between the group of 
 streams flowing over the Ventura County Coastal Plain and the group that 
 flows across the Los Angeles County Coastal Plain. 
 
 Four stream systems on which surveillance is maintained for 
 surface water quality monitoring are shown on Plate 2, and are listed in 
 the following tabulation together with the number of sampling stations 
 (in parentheses) monitored on each. 
 
 Ventura River (2) Los Angeles River (3) 
 
 Ssuita Clara River (5) San Gabriel River (3) 
 
 Surface water imported to the region is monitored at the termini 
 of the conveyance systems. The sources of these waters are the Mono Basin- 
 Owens River, and the Colorado River. 
 
 Los Angeles Region is semiarid, and its streams flow inter- 
 mittently. Occasionally, winter storms of flood magnitude occur, but 
 flood control works in both Ventura County and Los Angeles County minimize 
 the hazards in the populated areas on the flood plains. A number of off- 
 stream percolation basins are used to recharge ground water basins 
 artificially with storm water stored in flood control basins, making up. 
 
 -31- 
 
Los Angeles Region (No. h) 
 
 The Los Angeles Region (No. h) comprises all areas draining 
 into the Pacific Ocean between the southeastern boundary of the watershed 
 of Rincon Creek in Ventura County and the Los Angeles -Orange County line. 
 The region extends approximately 13O miles along the coast and averages 
 kO miles in width, occupying an area of about h,260 square miles. 
 
 The region contains broad coastal aind inland valleys hemmed in 
 by rugged mountainous terrain. The Santa Monica Mountains, Simi Hills, 
 and Saji Gabriel Mountains form a drainage divide between the group of 
 streams flowing over the Ventura County Coastal Plain and the group that 
 flows across the Los Angeles County Coastal Plain. 
 
 Pour stream systems on which surveillance is maintained for 
 surface water quality monitoring are shown on Plate 2, and are listed in 
 the following tabulation together with the number of sairapling stations 
 (in parentheses) monitored on each. 
 
 Ventura River (2) Los Angeles River (3) 
 
 Santa Claira River (5) San Gabriel River (3) 
 
 Surface water imported to the region is monitored at the termini 
 of the conveyance systems. The sources of these waters are the Mono Basin- 
 Owens River, and the Colorado River. 
 
 Los Angeles Region is seraiarid, and its sti-eams flow inter- 
 mittently. Occasionally, winter storms of flood magnitude occur, but 
 flood control works in both Ventura County and Los Angeles County minimize 
 the hazards in the populated areas on the flood plains . A number of of f - 
 stream percolation basins are used to recharge ground water basins 
 artificially with storm water stored in flood control basins, making up. 
 
 -31- 
 
in part, the natural percolation in river chamnels lost through channel 
 improvement. Precipitation throughout the 1958-1959 rainfall season was 
 below normal, resulting in substantially reduced runoff and stream flows. 
 During the summer months, most of the natural watercourses were dry, and 
 reservoir storage was very low. The drought conditions resulted in 
 increased mineral content of the surface waters in 1959* 
 
 ■32- 
 
Ventura River Basin 
 
 The Ventura River Basin watershed lies in the northwest por- 
 tion of the Los Angeles Region. It comprises an area of approximately 
 225 square miles, 195 square miles of which are mountains and foothills 
 and only 32 square miles are valley land. It is bounded on the west by 
 the Santa Ynez Mountains and on the east by the Sulphur and Topatopa 
 Mountains. The Ventura River flows southward to the ocean near Ventura. 
 The mean annual runoff of the Ventura River is estimated to be 67,800 
 acre-feet. 
 
 There are two reservoirs in the Ventura River watershed. 
 Casitas Reservoir on Coyote Creek was completed in 1959 3Xid did not 
 store water during the year. Matilija Reservoir on the Ventura River 
 stored water for irrigation use. Limited recreational use is made of 
 Matilija Reservoir. 
 
 The arable portion of the basin is fully developed for agri- 
 culture. Petroleum is produced from several oil fields along the Ventura 
 River system. The oil waste waters are discharged to evaporation ponds 
 or sumps, or are discharged to the ocean by pipeline. 
 
 The City of Ojai discharges sewage effluent from a secondary 
 treatment plant (0.2 mgd) to San Antonio Creek, a tributary to Ventura 
 River. 
 
 The two monitoring stations maintained for surveillance of 
 surface water quality in the Ventura River watershed are: 
 
 Monitorin:- Station 
 
 Matilija Creek above Matilija 
 Dam 
 
 Ventura River near Ventura 
 
 -33- 
 
 Page 
 
 Number 
 
 of 
 
 Station Discussion 
 
 
 3»^ 
 
 
 
 36 
 
 
MATILIJA CREEK ABOVE MATILIJA DAM (STA. h^) 
 
 Sampling Point . Station Ujb is located in Section 19 of Township 5 
 North, Range 23 West, San Bernardino Base and Meridian. Matilija Creek 
 ■was sampled from the left bank during high flows and at the center of 
 the stream during low flows, at the United States Geological Survey- 
 gaging station two miles upstream from Matilija Eam. 
 Period of Record . May 1953 through December 19^9. 
 
 Water Quality Characteristics . The water at this station is usually 
 calcium sulfate-bicarbonate in character and extremely hard. Sulfate 
 concentrations generally exceed the maximum value recommended for 
 drinking water, ajid boron concentrations often place the water in class 
 2 or class 3 for irrigation use. 
 
 Significant Water Quality Changes . Boron concentrations in 1959 ex- 
 ceeded the limit of O.5 ppm for class 1 irrigation water. Low flows 
 during the latter part of the year did not provide enough dilution to 
 prevent boron concentrations from exceeding limiting concentrations for 
 class 2 irrigation water. Hydrogen sulfide odor was noted in all 
 samples collected in 1959' 
 
 -3h- 
 
WATER QUALITY RANGES 
 
 Its 
 
 HaxLmum of Record Hinliniim of Record 
 
 Maximum - 195!^ 
 
 Minimum -1959 
 
 Specific conductance (mlcromhos at 25°C) 
 
 Temperature In °F 
 
 Dissolved oxygen In parts per million 
 Percent saturation 
 
 pH 
 
 1,780 
 
 66 
 
 IU.5 
 153 
 
 8.U 
 
 U.O 
 
 uo 
 
 6.8 
 
 1,17'' 
 
 80 
 
 9.0 
 108 
 
 8.3 
 
 56 
 
 7.0 
 71 
 
 7.8 
 
 Mineral constituents In parts per million 
 Calcium (Ca) 
 Magnesium (Mg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (CO3) 
 Bicarbonate (HCO3) 
 Sulfate (SOr) 
 Chloride (CI) 
 Nitrate (NO3) 
 Fluoride (F) 
 Boron (B) 
 Silica (Si02) 
 
 166 
 
 UU 
 ISi* 
 
 9.1 
 
 75 
 ''53 
 Uli 
 276 
 5.5 
 2.5 
 6.U 
 US 
 
 69.5 
 
 18 
 17 
 0.0 
 0.0 
 lUU 
 22lt 
 7 
 0.0 
 
 o.u 
 
 0.0 
 10 
 
 120 
 
 31 
 91 
 3.8 
 
 0.0 
 268 
 279 
 
 100 
 0.00 
 l.l* 
 3.15 
 20 
 
 111 
 30 
 UO 
 
 1.9 
 
 0.0 
 
 190 
 
 276 
 19 
 0.00 
 
 0.7 
 0.56 
 
 10 
 
 Total dissolved solids In parts per million 
 
 Percent sodixm 
 
 Hardness as CaC03 In parts per million 
 Total 
 Noncarbonate 
 
 Turbidity in parts per million 
 
 1,2'»0 
 38 
 
 925 
 811 
 
 5,000 
 
 U2U 
 12 
 
 20U 
 88 
 
 795 
 33 
 
 U8U 
 26U 
 
 <25 
 
 672 
 
 18 
 
 387 
 203 
 
 <5 
 
 Coliform in most probable number per milliliter 
 
 Radioactivity in micro-micro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 > 7,000 
 
 1.68 
 1.02 
 9-71 
 8.79 
 
 < 0.1*5 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 2li0 
 
 .1*6 
 
 .70 
 
 1-59 
 
 2.25 
 
 <0.1t5 
 
 Ho Sample 
 
 in Sept. 1959 
 
 WATER QUALITY VARIATIONS 
 
 MATILIJA CREEK ABOVE MATILIJA DAM (STA.45b) 
 
 35 
 
VENTURA RIVER NEAR VENTURA (STA. 6l) 
 
 Sampling Point . Station 6l is located in Section 8 of Township 3 North, 
 Remge 23 West, Saji Bernardino Base and Meridiaui. Samples were collected 
 from the right bajtk five miles north of Ventura, 300 feet downstream from 
 Highway 150 bridge at the United States Geologiceil Survey ga^e in Foster 
 Memorial Park. 
 
 Period of Record . May 1951 throiogh December 1959* 
 
 Vfeiter Quality Characteristics . Ventura River water at this station is 
 calcium sulfate -bicarbonate in character, and very hard. Boron occasion- 
 ally exceeds the limit of O.5 ppm for class 1 irrigation water. This water 
 meets drinking water standards for mineral content, except in some instances 
 when sulfates exceed the recommended limits. 
 
 Significant Water Quality Changes . The quality of the water in 1959 > 
 depreciated to near the average for the period of record, after showing 
 improvement in I958 as the result of higher than average runoff from the 
 above normal rainfall in the I957-I958 precipitation season. 
 
 -36- 
 
WATER QUALITY RANGES 
 
 Iten 
 
 Haxlmiun of Record 
 
 Minimum of Record 
 
 Maximum - 1959 
 
 Mlnljnum 
 
 1959 
 
 Specific conductance (mlcromhoa at 25*^C) 
 
 Temperature in °F 
 
 Dissolved oxygen In parts par million 
 Percent saturation 
 
 pH 
 
 1,980 
 62 
 
 16.8 
 
 211 
 
 282 
 
 2.0 
 21. 
 
 7.2 
 
 79 
 
 12.0 
 llt7 
 
 8a. 
 
 "•33 
 
 55 
 
 6.0 
 61. 
 
 __Li!_ 
 
 Mineral constituents In parts per million 
 Calcium (Ca) 
 Magnesium (Mg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (CO3) 
 Bicarbonate (HCO3) 
 Sulfate (SO^) 
 Chloride (CI) 
 Nitrate (NOi) 
 Fluoride {?) 
 Boron (B) 
 Silica (SIO2) 
 
 166 
 1.5 
 119 
 6.0 
 19.0 
 361. 
 321. 
 260 
 10.9 
 0.8 
 1 
 25 
 
 32 
 
 37 
 6 
 
 10 
 l.U 
 0.00 
 
 115 
 
 33 
 8 
 
 0.00 
 0.1 
 0.00 
 
 10 
 
 121 
 
 37 
 86 
 2.6 
 
 0.00 
 315 
 272 
 
 73 
 2.0 
 0.6 
 0.66 
 _^5 
 
 118 
 36 
 53 
 2.U 
 0.00 
 200 
 261 
 UU 
 0.00 
 
 0.5 
 0.30 
 15 
 
 Total dissolved solids in parts per million 
 
 Percent sodiin 
 
 Hardness as CaCO^ in parts per million 
 Total 
 Noncarbonate 
 
 Turbidity in parts per million 
 
 1,037 
 37 
 
 67U 
 1.38 
 
 1,600 
 
 205 
 12 
 
 122 
 1 
 
 725 
 
 28 
 
 U50 
 2Ul 
 
 < 25 
 
 695 
 
 189 
 206 
 
 < 5 
 
 Coliform In most probable number per milliliter 
 
 Radioactivity In micro-micro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 >7D0 
 
 0.56 
 
 0.60 
 
 21.96 
 
 7-11 
 
 <0.l4S 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 >7D0 
 
 0.58 
 0.50 
 U.61 
 3.66 
 
 < 0.U5 
 
 0.09 
 0.36 
 3.30 
 0.00 
 
 WATER QUALITY VARIATIONS 
 
 800 
 
 600 
 
 uoo 
 
 200 
 
 .r.CX 
 
 f'----:: 
 
 !|::: 
 
 ['/'['/i 
 
 '■■--^k'\ 
 
 I" 
 
 b 
 
 r> 
 
 C.-::::::: 
 
 V o 
 C o 
 
 S.-5 
 
 2,000 
 
 1,500 
 
 V I 1,000 
 
 500 
 
 *:^+*: 
 
 r.j 
 
 '-\''-' 
 
 y.l^'.D-^tvty. 
 
 ,\ 
 
 VENTURA RIVER NEAR VENTURA (STA. 61) 
 
 37 
 
Santa Clara River Basin 
 
 The Santa Clara Fdver Basin lies in the north central portion 
 of the Los Angeles Region. The watershed area is about 1,690 square miles. 
 About fifteen percent of the area is usable for agriculture, the remainder 
 being mountainous or arid rolling hills. The upper reach of the Santa Clara 
 River drains the western slopes of the San Gabriel Mountains. It flows 
 westward between the Santa Susana Mountains and the Topatopa Mountains to 
 the Pacific Ocean just south of Ventura. The mean annual runoff of Santa 
 Clara River Basin is estimated at 216,^+00 acre-feet. 
 
 Santa Felicia Reservoir (Lake Piru) on Piru Creek is the only 
 large reservoir on the Santa Clara River system. Fishing and boating 
 offered by the reservoir are heavily patronized recreational activities. 
 
 Surface flow in the Santa Clara River system is generally inter- 
 mittent, except in areas of rising water. Some surface water is diverted 
 for irrigation, and to spreading operations for recharge of ground water 
 basins. Surface waters in the main tributaries are used for municipal 
 purposes or for spreading, but most of the water supply used in the Santa 
 Clara River Basin is pumped from wells. 
 
 Most of the land in the Santa Clara River Basin suitable for 
 agriculture has been developed, with the exception of a portion of the 
 flood plain of the river. Food processing and sugar refining are the 
 major industries in the basin. The United States Navy's Air Missile Test 
 Center at Port Hueneme and Construction Battalion Center at Point Mugu 
 are the major military activities in the basin. 
 
 Few waste discharges reach the Santa Clara River or its tribu- 
 taries because they are retained in percolation ponds and only rarely 
 overflow to the river channels. 
 
 -38- 
 
The five stations established to monitor the quality of surface 
 
 waters in the Santa Cleira River Basin are: 
 
 Page Number of 
 Monitoring Station Station Discussion 
 
 Santa Clara River at Los 
 
 Angeles -Ventura County Line Uo 
 
 Santa Clara River near 
 
 Sajita Paula k2 
 
 Piru Creek near Piru kk 
 
 Sespe Creek near Fillmore U6 
 
 Santa Paula Creek near 
 
 Santa Paula k& 
 
 -39- 
 
SANTA CLARA RIVER AT LOS ANGELES- VENTURA COUNTY LINE (STA. kS) 
 
 Sampling Point . Station k6 is situated in Section 30 of Township h North, 
 Range 17 West, San Bernardino Base and Meridian. The river was sampled 
 from the right bank at Newhall Ranch Road crossing, one-half mile down- 
 stream from Los Angeles -Ventura County line ajid one-half mile upstreajn 
 from Ventura County gage. 
 
 Period of Record . April 1951 through December 1959' 
 
 Water Quality Characteristics . The surface water at Station h6 is usually 
 calcium-sodium sulfate in character, poor in quaJ-ity, high in sulfates, 
 and extremely hard. This water is often class 2 or class 3 for irrigation 
 use due to high total dissolved solids, and boron concentrations which 
 often exceed 0.5 ppm. 
 
 Significant Water Quality Changes . Data reveal a significant increase in 
 dissolved solids in 1959, reaching a new maximum of 3? 2^4-5 ppm for the 
 nine-year period of record. The concentration of boron also reached a new 
 record of 2.31 ppm during the year, while the concentration of sulfate 
 reached a maximum of l,6'+5 Ppm in September 1959* 
 
 -ItO- 
 
WATER QUALITY RANGES 
 
 Itoo 
 
 Specific conductance (mlcronhos at 25°C) 
 
 Temperature In "F 
 
 DlssolTed oxygen In parts par million 
 Percent saturation 
 
 PH 
 
 Mineral constitnents in parts per nilllon 
 CalcluB (Ca) 
 Magnesium (Mg) 
 Sodium (Na) 
 PotassiiBi in) 
 Carbonate (CO3) 
 Bicarbonate (MCO3) 
 Sulfate (S<X) 
 Chloride (CI) 
 Nitrate (HOj) 
 Fluoride (F) 
 Boron (B) 
 Silica (3102) 
 
 Maximum of Record Minimum of Record Maximum 
 
 5.155 
 
 88 
 
 15.0 
 lUg 
 
 8.U 
 
 302 
 
 159 
 
 575 
 9.6 
 lU 
 lt03 
 1,645 
 267 
 7.9 
 1.2 
 2.31 
 30 
 
 66M 
 
 i*2.8 
 
 6.0 
 67 
 
 7.0 
 
 85 
 32 
 U7 
 
 3.'' 
 0.00 
 167 
 256 
 20 
 
 0.00 
 0.1. 
 0.00 
 10 
 
 1959 
 
 80 
 
 10.6 
 111 
 
 8.U 
 
 302 
 1U8 
 575 
 
 8.0 
 0.00 
 
 389 
 
 1,6J.5 
 267 
 2.0 
 1.02 
 2.31 
 23 
 
 Minimum - 1959 
 
 780 
 U8 
 7.2 
 
 82 
 7.0 
 
 9U 
 
 32 
 
 72 
 5.6 
 0.00 
 216 
 256 
 
 UO 
 0.00 
 0.60 
 0.26 
 
 15 
 
 Total dissolyed solids in parts per Billion 
 
 Percent sodltB 
 
 Hardness as CaCOj In parts per million 
 Total 
 Noncarbonate 
 
 Turbidity in parts per million 
 
 3,21*5 
 69 
 
 1,1'50 
 1,126 
 
 > 10,000 
 
 63'' 
 
 23 
 
 273 
 120 
 
 < 5 
 
 3,2U5 
 55 
 
 1,353 
 1,057 
 
 >10,000 
 
 Conform in most probable number par milliliter 
 
 RadioactlTity in micro-micro curies per liter 
 DissolTed alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 >7D,000 
 
 0.56 
 
 1.02 
 
 16.95 
 
 20.77 
 
 0.U5 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 TOO 
 
 0.U6 
 
 0.59 
 
 0.68 
 0.00 
 
 6U9 
 
 27 
 
 366 
 136 
 
 < 5 
 
 1.3 
 
 0.09 
 0.00 
 0.00 
 0.00 
 
 WATER QUALITY VARIATIONS 
 
 2.0 
 
 ....a 
 
 -" j"^ 
 
 X.:: 
 
 #■ 
 
 M 
 
 /\ 
 
 a 
 
 H 
 
 6,000 
 
 5,000 
 
 8.3 
 
 l»,000 
 
 3,000 
 
 2,000 
 
 1,000 
 
 \ 
 
 ¥■ 
 
 >■ 
 
 n 
 
 ^■■■::l 
 
 ''\ 
 
 ■;;>3 
 
 r 
 
 ^.'- 
 
 I 
 
 ^ 
 
 SANTA CLARA RIVER NEAR LOS ANGELES 
 VENTURA COUNTY LINE (STA 46 ) 
 
 41 
 
SANTA CLARA RIVER NEAR SANTA PAULA (STA. k6a.) 
 
 Sampling Point. Station kSa. is located in Section 12 of Township 3 North, 
 Range 21 West, San Bernardino Base and Meridian. Seunples were collected 
 from the left bank I.5 miles upstream from Santa Paula bridge (Willard 
 Bridge) and 100 feet north of South Mountain Road. 
 Period of Record . April 1951 through December 1959* 
 
 Water Quality Chairacteristics . Santa Clara River water at Station k6a. is 
 usually slightly better in quality than that upstream at Station k6, due 
 to better quality tributary inflow from Piru and Sespe Creeks between these 
 stations. The water is usually calcium-sodium sulfate in character, poor 
 in mineral quaJLity, ajid extremely hard. Moderately high boron concen- 
 trations and specific conductance values often place the water in class 2 
 for irrigation use. Sulfates generally greatly exceed the limit of 25O 
 ppm recommended for drinking water. 
 
 Significant Water Quality Changes . Analyses data for 1959 indicate that 
 concentrations of dissolved minerals were slightly higher than the average 
 for the prior years of record. 
 
 -k2- 
 
WATER QUALITY RANGES 
 
 Iten 
 
 HaxLinuni of Record 
 
 Mlnlnum of Record 
 
 Maxljiium - 195? 
 
 Minimum - 195? 
 
 Specific conductance (mlcromhos at 2500) 
 
 Temperature In ®F 
 
 Dissolved oxygen In parts per million 
 Percent saturation 
 
 pH 
 
 2,557 
 
 86 
 
 16.2 
 170 
 
 8.U 
 
 933 
 
 50 
 
 7.6 
 69 
 
 7.U 
 
 2,257 
 
 77 
 
 11.2 
 112 
 
 6.2 
 
 1,81^ 
 
 58 
 
 7.0 
 72 
 
 ZJ- 
 
 Mlneral constituents In parts per million 
 Calcium (Ca) 
 Magnesium (Hg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (CO3) 
 Bicarbonate (HCO3) 
 Sulfate (SOl) 
 Chloride (CI) 
 Nitrate (NO3) 
 Fluoride (F) 
 Boron (B) 
 Silica (SiOa) 
 
 232 
 96 
 210 
 9.3 
 16.5 
 3» 
 957 
 110 
 12 
 1.2 
 1.78 
 1* 
 
 106 
 33 
 51 
 2.9 
 0.00 
 203 
 281 
 27 
 0.00 
 
 o.ou 
 
 0.00 
 10 
 
 230 
 91 
 
 210 
 7 
 0, 
 
 399 
 905 
 
 101 
 
 12 
 0, 
 1. 
 
 30 
 
 2 
 
 00 
 
 219 
 86 
 
 11.3 
 6.5 
 0.00 
 
 290 
 
 883 
 72 
 8.5 
 0.8 
 
 0.87 
 20 
 
 Total dissolved solids In parts per million 
 
 Percent sodlxm 
 
 Hardness as CaC03 In parts per million 
 Total 
 Noncarbonate 
 
 Turbidity in parts per million 
 
 1,9^ 
 1*1. 
 
 1,007 
 729 
 
 U,800 
 
 655 
 22 
 
 U02 
 219 
 
 < 5 
 
 1,890 
 36 
 
 957 
 729 
 
 <25 
 
 l,6Uo 
 29 
 
 700 
 1*50 
 
 < 5 
 
 Coliform In most probable number per milliliter 
 
 RadioactlTlty in micro-micro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 7,000 
 
 18. U 
 1.9 
 
 20.1 
 8.50 
 
 o.liS 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 2,300 
 
 0.58 
 0.70 
 5-20 
 0.00 
 
 ^.5 
 
 0.18 
 0.18 
 0.80 
 0.00 
 
 WATER QUALITY VARIATIONS 
 
 2.0 
 
 1.0 
 
 E::::vB-':.'sv:;':':cr::;\;'::::^''''-:="''::;::/ 
 
 f\,. 
 
 SANTA CLARA RIVER NEAR SANTA PAULA 
 (STA.46a) 
 
 43 
 
PIRU CREEK NEAR PIRU (STA. kSc) 
 
 Sampling Point . Station k6c is located in Section 20 of Township k North, 
 Range l8 West, San Bernardino Base and Meridian. Samples were taken from 
 the left bank, six inches below the water surface, directly downstream 
 from the railroad bridge at Piru. 
 
 Period of Record . June 1957 through December 1959* 
 
 Water Quality Characteristics . Piru Creek water is calcium-magnesium 
 sulfate in character, and varies in mineral quality with releases from 
 LaJce Piru. Sulfate concentrations normally exceed the limit recommended 
 for drinking water. Boron is usually present in sufficiently high concen- 
 trations to place the water in class 2 or class 3 for irrigation use. 
 Significant Water Quality Changes . Mineral analyses for 1959 indicate 
 that fluoride concentrations averaged about 1.0 ppm and boron averaged 
 more than 1.0 ppm. The maximum fluoride concentration was 1.2 ppm, equiv- 
 alent to the previous maximum over the three years of record. 
 
 -hk- 
 
WATER QUALITY RANGES 
 
 Item 
 
 Specific conductance (talcromhos at 25*^0) 
 
 Temperature in °F 
 
 DlsaolTed oxygen in parts per million 
 Percent saturation 
 
 PH 
 
 Haxlinura of Record 
 
 81. 
 
 12.6 
 125 
 
 8.1. 
 
 Hlnlnum of Record 
 
 78U 
 
 Uk 
 
 7.6 
 Tl 
 
 7-7 
 
 Ma)cUiiu.ni - 1959 Mlnlmun - 1959 
 
 1,792 
 
 1?.0 
 118 
 
 971 
 7.6 
 
 9a 
 
 8.0 
 
 Mineral constituents in parts per million 
 Calcium (Ca) 
 Magnesium (Ng) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (COj) 
 Bicarbonate (HCO3) 
 Sulfate (SOl) 
 Chloride (Cl) 
 Nitrate (NOj) 
 Fluoride {?) 
 Boron (B) 
 Silica (Si02) 
 
 267 
 135 
 327 
 10.7 
 Ui 
 503 
 1,300 
 99 
 li.7 
 l.U 
 2.30 
 20 
 
 99 
 
 39 
 5U 
 k.o 
 0.00 
 163 
 338 
 13 
 0.00 
 
 0.07 
 0.37 
 
 10 
 
 137 
 71 
 139 
 6.h 
 0.00 
 li96 
 60li 
 ^3 
 0.00 
 1.2 
 1.56 
 15 
 
 132 
 
 50 
 
 58 
 
 a. 5 
 
 0.00 
 198 
 
 a6o 
 
 23 
 0.00 
 0.9 
 O.9I1 
 
 10 
 
 Total dissolved solids In parts per nlllion 
 
 Percent sodium 
 
 Hardness as CaC03 In parts per nlllion 
 Total 
 Noncarbonate 
 
 Turbidity in parts per million 
 
 2,1.85 
 38 
 
 1,071 
 800 
 
 > 10,000 
 
 725 
 
 19 
 
 3l»0 
 167 
 
 < 5 
 
 1,270 
 31 
 
 71.8 
 U80 
 
 <25 
 
 1,006 
 
 2a 
 
 aoa 
 2a2 
 
 < 5 
 
 Collfom In most probable number per .Bllllllter 
 
 HadloactlTlty in micro-micro curies per liter 
 Dissolved alpha 
 Solid alpha 
 DissolTed beta 
 Solid beta 
 
 7,000 
 
 0.93 
 
 0.52 
 
 H..58 
 
 5.U3 
 
 0.6 
 
 0.00 
 0.00 
 2.51 
 
 2.99 
 
 7,000 
 
 ■ 93 
 0.3"* 
 9.'t7 
 5. ''3 
 
 0.6 
 
 0.00 
 0.00 
 I*. 75 
 0.53 
 
 WATER QUALITY VARIATIONS 
 
 3 UN 
 «> CM 
 
 
 2.0 
 
 1.0 
 
 
 2,850 
 2,550 
 
 2,250 
 
 1,950 
 
 1,650 
 
 1,350 
 
 1,050 
 
 750 
 100 
 
 50 
 
 k7: 
 
 ^ 
 
 g; 
 
 „,.:.. 
 
 
 •=v' 
 
 1 
 
 1 1__ ^ 
 
 i:::::::::::::::::::... 
 
 it 
 
 IL... 
 
 T 
 
 
 L 
 
 
 - - 
 
 1 
 
 ::::::"::::::::::::::::::::::::.:::::.. ::::::::::::::::::::bi:::::::::^^ 
 
 1 .....y ...,.., 
 
 1 1 .,j. 
 
 ,....hl 
 
 " ' :::: ..^., ...jt... 
 
 ._.;:: ' Jl./ 
 
 tl i 
 
 : ...;. 4 Li 
 
 1.. _ L .ikL t 
 
 1951 
 
 1952 
 
 ■ j,>ASOiiO jrif*«V4*9ON0j'M*ilJJ*SOMC J'HAMJJASONO 
 
 1953 
 
 1955 
 
 MAHJ J « lOMO J'MA«JJ«10N0 JVMAI1J.« ft tOMO 
 
 1956 
 
 Mffil 
 
 1957 
 
 PIRU CREEK NEAR PIRU (STA.46c) 
 
 45 
 
SESPE CREEK NEAR FILLMORE (STA. U6d) 
 
 Sampling Point . Station k-66. is located in Section 12 of Township k North, 
 Raiige 20 West, San Bernardino Base and Meridian. Sespe Creek was sampled 
 from the left bank during low flows and from the right bank during high 
 flows at the gage, six miles above its confluence with Santa Clara River. 
 Period of Record . June 1957 through December 1959* 
 Water Quality Characteristics . The water at Station l4-6d is calcium- 
 sodium sulfate in character, class 2 to class 3 for irrigation use, and 
 extremely hard. Sulfates usually exceed the limiting concentration of 250 
 ppm recommended for drinking water. Boron exceeds 1.0 ppm and ranges to 
 more thaji k.O ppm. 
 
 SignificaJit Water QuaJ-ity Chajiges . Data show that there has been a slight 
 increase in mineral concentration in the two and one-half years of record. 
 Fluoride content was 1.5 ppm in May 1959* 
 
 -U6- 
 
WATER QUALITY RANGES 
 
 Itam Majdmura of Record Mlnljiium of Record Maximum - 1959 mnlinun - 1959 
 
 Specific conductance (micromhoa at 25°C) l,7l8 
 
 Temperature in °F 8l 
 
 msaolved oxygen in parts par million 15-0 
 Percent saturation 170 
 
 pH 8.1*5 
 
 3UU l,U25 788 
 U8 79 50 
 
 2.5 15-0 2.5 
 23 170 23 
 
 7.2 8.1. 7.9 
 
 Mineral constituents in parts per million 
 
 Calcium (Ca) lUS 
 Magnesium (Mg) 56 
 Sodium (Na) lUO 
 Potassium (K) 5.0 
 Carbonate (COi) 2U 
 Bicarbonate (HCO3) 265 
 Sulfate (SOl) U08 
 Chloride (CI) 160 
 Nitrate (NOj) 3.U 
 Fluoride (?) l.S 
 Boron (B) li.06 
 Silica (Si02) 16 
 
 U3.6 111 99 
 9.2 32 29 
 
 10.6 102 U6 
 1.9 3-8 2.U 
 0.00 12 0.00 
 
 89 23U 133 
 
 82 323 300 
 5 120 2U 
 0.00 0.00 0.00 
 0.2 1.5 1-0 
 O.OU 2.20 0.52 
 
 10 10 10 
 
 Total dissolved solids in parts per million 960 
 
 Percent sodium U3 
 
 Hardness as CaC03 in parts per million 
 
 Total 622 
 Noncarbonate ItOJ 
 
 Turbidity in parts per million U.OOO 
 
 163 775 725 
 9 38 23 
 
 1U7 536 295 
 55 37i» i-T* 
 
 < 5 < 25 < 5 
 
 Collform in most probable number per milliliter TOO 
 
 Radioactivity In micro-micro curies per liter 
 
 Dissolved alpha 0.23 
 Solid alpha 0.9U 
 Dissolved beta 5.75 
 Solid beta 7-75 
 
 < 0.1*5 62 < 0.U5 
 
 0.00 0.23 0.09 
 0.00 0.91* 0.17 
 0.00 5.75 '••25 
 
 0.00 5.21 1.28 
 
 WATER QUALITY VARIATIONS 
 
 •'■'' I ' 1 1 1' : 1 ' 
 
 li.n ;(, 1 1 
 
 
 nl 3.0 (5 
 
 
 S 2.0 -..-_. 
 
 ' 
 
 2 ^ .;. 
 
 s 1.0 :,..::. 
 
 " """'"" 7'~'\'""v^tM 
 
 n,r 
 
 \T'' ^^:-y" ' 
 
 1 Snn 
 
 1,1(00 --I- - 
 
 TT 
 
 1,300 .! _-l _ 
 
 ---/ui - - ^ 
 
 1,200 
 
 y^.-. A 
 
 a." 1,100 
 
 { ;,' \ i\r 
 
 3 tr> 
 
 *i CM 
 
 H ^ 1,000 - 
 
 t xJj ',, 7- - 
 
 13 tf 
 B 900 4. 1 
 
 / . J nUC ^ - 
 
 "1 t 
 
 ii 1 800 __ 
 
 1 /; , 
 
 eg + T ^ 
 
 •Sii TOO 1 -.1 - 
 
 t 1 1 
 
 83 t 
 
 « 600 .._L....l. 
 
 
 500 4- -4- |- -L 
 
 
 llOO...^ 1 i-f-l t- - 4- -1 
 
 
 300 1 
 
 ■ 
 
 3m 
 
 
 
 "" TFT 
 
 " 200 - 
 
 •s IT jfrr 
 
 £. ,0 . 
 
 & ,0 
 
 o_ (C ^^ 
 
 1 ' ^- 
 
 ■g 100 r-^ - - 
 
 
 
 Q _ 
 
 -1 
 
 s \ \ ' 
 
 
 \ .] \ * \* ^\ 
 
 J.. — jj.lo.llvr-.-.j.jo«ojr...jj.so.Cir«»«.J.JONOi»».-.v 
 
 
 1951 1952 1953 1954 195 
 1 , 
 
 5 1956 1957 1958 1959 
 
 SESPE CREEK NEAR FILLMORE (STA.46d ) 
 
 47 
 
SANTA PAULA CREEK NEAR SANTA PAULA (STA. k6e) 
 
 Sampling Point . Station k6e is located in Section 27 of Township k North, 
 
 RaJige 21 West, San Bernardino Base and Meridian. The creek water was 
 
 sampled from the right bank at the gage near Santa Paiila. 
 
 Period of Record . June 1957 throiigh December 1959. 
 
 Water Quality Characteristics . The water at this station is calcium- 
 
 sodiiom sulfate -bicarbonate in character, class 1 for irrigation use, and 
 
 very hard. Although it usually meets drinking water standards for mineral 
 
 content, sulfate concentrations occasionally exceed the recommended limit 
 
 of 250 ppm. 
 
 Quality Changes. None. 
 
 -hQ- 
 
WATER QUALITY RANGES 
 
 Ita 
 
 Specific conductance (ulcromhoa at 25°C) 
 
 Temperature in "T 
 
 Wssolved OTygen in parts par million 
 Percent saturation 
 
 PH 
 
 Mineral conatltnonto in parts per million 
 
 Calcium (Ca) 
 Magnesium (Mg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (COj) 
 Bicarbonate (HCO3) 
 Sulfate (SOl) 
 Chloride (CI) 
 Nitrate (NOj) 
 Fluoride (F) 
 Boron (B) 
 Silica (SiOj) 
 
 Total dissolved solids in parts per million 
 
 Percent sodiw 
 
 Hardness as CaC03 In parts per million 
 Total 
 Noncarbonate 
 
 Turbidity in parts per million 
 
 Collform in most probable number per milliliter 
 
 Radioactivity in micro-micro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 Maximum of Record 
 
 61 
 
 lU.2 
 137 
 
 8.U 
 
 309 
 
 98 
 750 
 12 
 1*2 
 1,015 
 1,268 
 160 
 5.9 
 0.7 
 2.16 
 20 
 
 a, 663 
 
 1*2 
 
 1,176 
 1,035 
 
 1,300 
 
 Minimum of Record 
 
 328 
 
 Ul 
 
 6.0 
 69 
 
 Y.3 
 
 27 
 9 
 
 15.6 
 0.8 
 0.00 
 lOU 
 
 7U 
 
 9 
 
 0.00 
 0.02 
 0.00 
 10 
 
 266 
 
 16 
 
 IS"* 
 61 
 
 <5 
 
 21)0 
 
 0.1*6 
 
 0.914 
 
 5.63 
 
 U.17 
 
 <0.U5 
 
 0.00 
 
 0.00 
 0.00 
 
 0.00 
 
 WATER QUALITY VARIATIONS 
 
 uoo 
 
 p. 
 
 -; 300 
 
 5 
 
 o 
 
 200 
 
 100 
 
 LI 
 
 i!- 
 
 1;' 
 
 f- 
 
 V:> 
 
 o o 
 
 3 l/N 
 
 s.^ 
 
 u,ooo 
 
 3,000 
 
 1,000 
 
 200 
 
 100 
 
 L'\ 
 
 .:.' 
 
 o £: 
 
 F aaiij J A so •) 
 
 I9SI 
 
 F MAIIJ J a S O NO 
 
 1952 
 
 1953 
 
 FHAUJJASONG JFH*MJJA90N0 
 
 1954 
 
 J F UAMj J a SONO 
 
 1955 
 
 ILL mi 
 
 iryaMjjatoNO 
 
 1956 
 
 Maximum - 1959 
 
 1,207 
 
 81 
 
 IU.2 
 137 
 
 8.l» 
 
 92 
 
 39 
 
 106 
 2.6 
 0.00 
 
 283 
 
 255 
 
 80 
 0.9 
 
 0.6 
 0.55 
 20 
 
 713 
 
 42 
 
 389 
 176 
 
 90 
 
 Minimum - 1959 
 
 689 
 
 55 
 
 7.0 
 69 
 
 7.9 
 
 67 
 25 
 
 36 
 
 1.8 
 0.00 
 
 190 
 
 228 
 23 
 0.00 
 
 0.5 
 
 0.02 
 15 
 
 2UO 
 
 O.I16 
 O.9U 
 5.63 
 5.86 
 
 590 
 22 
 
 282 
 118 
 
 < 5 
 
 <0.U5 
 
 0.09 
 0.00 
 
 3-53 
 1.87 
 
 s 
 
 
 '-K^ 
 
 ^Pk^"-- 
 
 JFMAMJJ * SOND 
 
 1957 
 
 fs 
 
 :ik 
 
 1958 
 
 HAHJJAIONOJFMAMJJASOH 
 
 1959 
 
 SANTA PAULA CREEK NEAR SANTA PAULA 
 lSTA.46e) 
 
 49 
 
Los Angeles River Basin 
 
 The Los Angeles River Basin lies in the central part of the 
 Los Angeles Region. Its drainage axea is about 820 square miles, one- 
 half of which is valley and mesa lands and the remainder mountainous 
 terrain. The San Gabriel Mountains bound the headwater area on the 
 north and east and the Santa Monica Mountains bound it on the west. The 
 Los Angeles River drains the San Fernando Valley and flows southward 
 across the coastal plain to the Pacific Ocean at Long Beach. Mean annual 
 runoff to the river is estimated at 91>700 acre- feet. 
 
 The Los Angeles River in its lower reach serves as a drainage 
 channel for industrial waste water and storm water through the Los 
 Angeles metropolitan area. Summer flows in this reach consist almost 
 entirely of industrial waste water, which has a pronounced effect on the 
 quality of the streamf low . As a result, the surface waters of this river 
 vary widely in characteristics and quality depending on the point of 
 sampling and ratio of industrial discharges to natural or storm flow. 
 In 19^9> low flows associated with the prevailing dry weather showed 
 higher than usual concentrations of mineral constituents. 
 
 The two stations established to monitor the quality of siorface 
 
 water of Los Angeles River are: 
 
 Page Number of 
 Monitoring Station Station Discussion 
 
 Los Angeles River at Los Angeles 52 
 
 Los Angeles River at Long Beach 5^ 
 
 ■51- 
 
LOS ANGELES RIVER AT LOS ANGELES (STA. 1+7) 
 
 Sampling Point . Station 47 is located in Section 15 of Township 1 South, 
 Range 13 West, San Bernardino Base and Meridian. Samples were collected 
 at the United States Geological Survey and Los Angeles County Flood 
 Control District's gaging station at Figueroa Street bridge, 0.1 mile 
 upstream from the confluence of the Arroyo Seco with the river. 
 Period of Record . April 1951 through December 1959* 
 Water Quality Characteristics . The water at this station is usually 
 sodium sulfate-chloride in character, and extremely hard. Total dis- 
 solved solids content and boron usually place the waters at this station 
 in class 2 for irrigation or domestic uses. 
 
 Significant Water Quality Changes . In 1959 new maximums for the period 
 of record were recorded for concentrations of calcium, magnesium, 
 sulfate, and silica. Extremely low flows obsenrved in the latter part 
 of 1959 would account for the excessive mineral concentrations found in 
 samples collected during this interval. 
 
 ■52- 
 
WATER QUALITY RANGES 
 
 Itam 
 
 Hajcbnum of Record 
 
 Hlnlnum of Record 
 
 Maximum - 1959 
 
 HlnlAUm - 1959 
 
 Specific conductance (raicromhos at 25^0) 
 
 Temperature In **F 
 
 Dissolved oxygen In parts per million 
 Percent saturation 
 
 pH 
 
 .500 Ent. 
 
 93 
 
 25.1 
 279 
 
 9-3 
 
 206 
 
 50 
 
 0.0 
 
 
 3.6 
 
 2,500 t,st. 
 88 
 
 a. 68 
 
 256 
 
 1,300 Eet. 
 52 
 
 0.00 
 0.00 
 
 7-7 
 
 Mineral constituenta in parts per million 
 Calcium (Ca) 
 Magnesium (Mg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (CO3) 
 Bicarbonate (HCO3) 
 Sulfate (SO)^) 
 Chloride (CI) 
 Nitrate (NOi) 
 Fluoride (P) 
 Boron (B) 
 Silica (SiOj) 
 
 178 
 
 1U5 
 
 596 
 
 12 
 
 120 
 
 1,1*45 
 
 7U5 
 
 760 
 
 19 
 
 0.8 
 
 l».0 
 
 35 
 
 17 
 
 k 
 
 3 
 0.0 
 
 55 
 
 25 
 
 10 
 0.0 
 0.2 
 0.00 
 
 10 
 
 178 
 
 ll»5 
 
 l<53 
 
 12 
 
 100 
 
 330 
 
 7U5 
 
 It 50 
 
 9 
 
 0. 
 
 1. 
 
 35 
 
 18 
 
 U2 
 
 32 
 
 5.9 
 
 0.0 
 
 55 
 
 290 
 
 53 
 
 • 0.0 
 
 0.5 
 
 0.00 
 20 
 
 Total dissolved solids in parts per million 
 
 Percent sodiun 
 
 I Hardness as CaCO^ in parts per million 
 Ttrtal 
 Noncarbonate 
 
 Turbidity in parts per million 
 
 1,97D 
 73 
 
 i,oii5 
 
 70B 
 3,000 
 
 115 
 
 39 
 
 72 
 13 
 
 <5 
 
 Coliform In most probable number per milliliter 
 
 Radioactivity in micro-micro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 2U,000 
 
 1.2lt 
 
 0.9 
 
 14.23 
 
 11.27 
 
 <0.U5 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 1,77'* 
 
 63 
 
 1,045 
 70B 
 
 TOO 
 
 850 
 
 39 
 
 UUl 
 
 Mi 
 
 <5 
 
 0.11 
 
 0.59 
 6.58 
 8.5U 
 
 <0.1i5 
 
 0.09 
 
 0.00 
 
 1.116 
 
 0-00 
 
 WATER QUALITY VARIATIONS 
 
 CJ O 
 
 2,000 
 
 u I 1,000 
 
 
 12 
 
 » -- ' i - - ^ 
 
 1 , -_ 
 
 p ' > ' i 
 
 'MAMJJASONO 
 
 1951 
 
 1952 
 
 '\; 
 
 FMAMjJASOHDi^rHAIiJJASOMC 
 
 1953 
 
 mm 
 
 rMAMJJ A9ON0 
 
 1954 
 
 t 
 
 .t'M 
 
 r M&HJ J * SONO 
 
 1955 
 
 IFMAM J J « 50ND 
 
 1956 
 
 mwm 
 
 jrMAHJjASONO 
 
 1957 
 
 '^^5:;:j 
 
 1956 
 
 AHJJASONO J'MAHjJAtONO 
 
 1959 
 
 LOS ANGELES RIVER AT LOS ANGELES (STA. 47) 
 
 53 
 
LOS AIIGELES RIVER AT LONG BEACH (oTA. h8) 
 
 Sampling Point . Station hQ is located in Section 26 of Township k South, 
 Range 13 West, San Bernardino Base and Meridian. Tl:ie surface water was 
 sampled from the left bank immediately downstream from Highway 101 
 (state Street) bridge. 
 
 Period of Record . April 1951 through December IS'^9. 
 Water Quality Characteristics . Water at this station is usually iin- 
 acceptable in quality for recognized beneficial uses. Toxic concentra- 
 tions of various metallic constituents are generally present. The 
 station is located in the tidal reach of the river, and analyses often 
 show the presence of sea voXev in samples collected at this point. 
 Significant Water Quality Changes . During 1959^ analyses of samples of 
 water collected from this station revealed higher concentrations of 
 arsenic, copper, and ammonia than in the previous yeo.rs of record. In 
 May of 1959 ammonia was present at a concentration of 79 ppn. In 
 September, arsenic was found present at a concentration of 3-5 PF™ ^^nd 
 copper at 0.2 ppm. 
 
 -5U. 
 
WATER QUALITY RANGES 
 
 Its 
 
 HaxUiium of Record 
 
 HlnljBum of Record 
 
 Maximum - 1959 
 
 Hlnlmua - 1959 
 
 Specific conductance (mlcronhos at ZS^C) 
 
 Temperature In °F 
 
 Qlseolved oxygen in parts par Billion 
 Percent saturation 
 
 PH 
 
 kh.aoo 
 
 16.lt 
 161 
 
 9.2 
 
 5Ul 
 1(8 
 
 Wt,200 
 93 
 
 0.0 
 0. 
 
 7.0 
 
 6.7 
 76 
 
 8.0 
 
 2,fOO Let. 
 52 
 
 0.0 
 0. 
 
 7.2 
 
 Mineral conatitaenta in parta per million 
 Calclon (Ca) 
 Magnesium (Hg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (cOj) 
 Bicarbonate (HOO3) 
 Sulfate (SOv) 
 Chloride (CI) 
 Nitrate (KOj) 
 Fluoride (F) 
 Boron (B) 
 Silica (Si02) 
 
 589 
 
 870 
 
 10,550 
 
 86 
 
 72 
 
 ^76 
 
 2,200 
 
 17,600 
 
 liiO 
 
 3.; 
 1*0 
 55 
 
 22 
 
 k 
 
 58 
 3.5 
 0.0 
 
 61 
 5 
 
 61 
 0.00 
 0.1 
 
 0.19 
 
 10 
 
 589 
 
 620 
 
 10,550 
 
 86 
 
 0.0 
 
 976 
 
 1,1*66 
 
 17,600 
 
 11*0 
 
 2.0 
 
 1*0 
 
 ko 
 
 106 
 
 u 
 
 205 
 38 
 0.0 
 
 21*0 
 5 
 
 335 
 0.06 
 0.6 
 9.3 
 30 
 
 Total dissolved solids in parts per million 
 
 Percent sodiiM 
 
 Hardness as CaCOj In parta per million 
 Total 
 Noncarbonate 
 
 Turbidity in parts per million 
 
 1*7,100 
 99 
 
 3,693 
 3,61*6 
 
 800 
 
 363 
 39 
 
 81* 
 56 
 
 < 5 
 
 30,877 
 
 91 
 
 3,693 
 3,51*6 
 
 78 
 
 1,730 
 39 
 
 a2Q 
 
 187 
 < 5 
 
 Coltforra in most probable number per milliliter 
 
 RadioactlTlty in micro-micro curies per liter 
 Bissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 >700,000 
 
 >700,000 
 
 55 
 
Rio Hondo 
 
 flio Hondo originates as a bifurcation of the San Gabriel River 
 in the southern portion of the Los Angeles Region; it flows southwesterly 
 from the San Gabriel Valley through the Whittier Narrows and across the 
 coastal plain to join the Los Angeles River near Imperial Highway. It 
 is therefore a tributary of the Los Angeles River even though its flow 
 originates primarily from the San Gabriel River. The recent construction 
 of the Santa Fe flood control dam by the U. S. Army Corps of Engineers 
 conveys normal flows to the San Gabriel River channel and spillway flows 
 to the Rio Hondo. The Rio Hondo collects runoff from the western portion 
 of the San Gabriel Valley for conveyance to the downstream Whittier 
 Narrows Flood Control Basin. Off -channel spreading basins along the 
 lower reach from Whittier Narrows to the Los Angeles River are used for 
 artificial recharge of ground water basins in the Los Angeles Coastal 
 Plain. Water imported from the Colorado River is also released to the Rio 
 Hondo about one and one-half miles above Whittier Narrows for replenish- 
 ment of the downstreajn ground water basins. 
 
 The station Mission Creek at Whittier Narrows (Sta. U9a) moni- 
 tors quality of native rising water (outflow from the upstream ground 
 water basin) at the narrows. Mission Creek is passed through the Whittier 
 Narrows Dam to downstream spreading basins along the Rio Hondo. 
 
 There are no known waste discharges to the river. 
 
 The two monitoring stations established for surveillance of 
 surface water quality in the Rio Hondo are: 
 
 -56- 
 
Page Number of 
 Monitoring Station Station Discussion 
 
 Rio Hondo at Whittier Narrows 5O 
 
 Mission Creek at Whittier 
 
 Narrows 60 
 
 ■57- 
 
RIO HONDO AT WHITTIER NARROWS (STA. U9) 
 
 Sampling Point . Station U9 is located in Section 6 of Township 2 South, 
 Range 11 West, San Bernardino Base and Meridian. Water samples were 
 collected from the right bank at the Los Angeles County Flood Control 
 District's gaging station, 125 yards upstream from the San Gabriel 
 Boulevard bridge. 
 
 Period of Record. April 1951 through December 1959- 
 
 Water Quality Characteristics . Except for storm periods, the flow in the 
 Rio Hondo usually consists of effluent ground water from the Main San 
 Gabriel Basin supplemented by imported Colorado River water released from 
 a main pipeline upstream from this station. Therefore, the character and 
 mineral quality of the water varies. However, the native water is 
 usually calcium- sodium bicarbonate in character and very hard. It is 
 generally class 1 for irrigation use and usually meets drinking water 
 standards for mineral content. The mingled waters are generally good in 
 quality but sulfates exceed standards recommended for drinking water. 
 Significant Water Quality Changes. None. 
 
 -58. 
 
WATER QUALITY RANGES 
 
 Its 
 
 Maxlnun of Record 
 
 Mlniraum of Record 
 
 Maxiinura - 1959 
 
 Mlnimun - 1959 
 
 Specific conductance (mlcromhos at ZS^C) 
 
 Tenperature In "T 
 
 Dlsaolved oxygen in parts par rollllon 
 Percent saturation 
 
 pH 
 
 2,532 
 
 90 
 
 16.2 
 180 
 
 9-0 
 
 182 
 
 1*3 
 
 3.0 
 37 
 
 6.6 
 
 956 
 
 79 
 
 12.6 
 130 
 
 8.U 
 
 691 
 56 
 
 5.6 
 
 61 
 
 Mineral constituents In parts per million 
 Calciun (Ca) 
 Magnesium (Mg) 
 Sodium (Na) 
 Potassiim (K) 
 Carbonate (CO-j) 
 Bicarbonate (HCO3) 
 SuUate (SOl) 
 Chloride (CI) 
 Nitrate (NO5) 
 Fluoride (F) 
 Boron (B) 
 Silica (3102) 
 
 87 
 29 
 
 260 
 
 10.7 
 
 23 
 378 
 296 
 385 
 
 17.9 
 1.2 
 O.U 
 
 Its 
 
 22 
 
 U 
 5 
 
 2.9 
 0.00 
 
 6^ 
 20 
 
 6 
 
 0.00 
 
 0.3 
 
 0.00 
 8 
 
 78 
 
 26 
 
 86 
 6.3 
 0.00 
 
 259 
 
 250 
 
 78 
 2.5 
 0.8 
 0.l»3 
 
 30 
 
 .6 
 .00 
 
 61 
 
 2U 
 
 55 
 
 U. 
 0. 
 
 150 
 
 120 
 U5 
 0.00 
 
 0.3 
 
 0.07 
 
 10 
 
 Total dissolved solids In parts per million 
 
 Percent soditn 
 
 Hardness as CaCO^ In parts per million 
 Total 
 Noncarbonate 
 
 Turbidity in parts per million 
 
 1,097 
 7U 
 
 337 
 
 188 
 
 1,150 
 
 126 
 
 12 
 
 63 
 
 
 < 5 
 
 636 
 
 UO 
 
 308 
 181* 
 
 35 
 
 U93 
 30 
 
 2U9 
 
 U7 
 
 < 5 
 
 Conform in most probable number per milliliter 
 
 RadioactiTlty In micro-micro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 70,000 
 
 2.96 
 
 l.Ui* 
 
 16.66 
 
 30.20 
 
 < U.5 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 >700 
 
 0.09 
 
 0.1*7 
 16.66 
 
 8.59 
 
 < 1*.5 
 
 0.00 
 
 0.09 
 6.09 
 
 5-77 
 
 WATER QUALITY VARIATIONS 
 
 300 
 
 l-g 200 
 
 100 
 
 r 
 
 ^t 
 
 X 
 
 l.^ 
 
 ^s 
 
 x;;;4;; 
 
 ^. 
 
 y;i 
 
 -Uh 
 
 A 
 
 (h 
 
 'C: 
 
 '.i\:\ 
 
 c— 3,000 
 
 3 j~t 
 
 ^ h 1,000 
 
 S.3 
 
 h'^'l r' 
 
 m 
 
 *■.> 
 
 iiiiiiiii.. . /.ill. Ill iii^* 
 
 rhT--'f 
 
 uMi 
 
 p::} 
 
 'J 
 
 z':l 
 
 ,'■'1 
 
 llOO 
 
 300 
 
 200 
 
 100 
 
 195 1 
 
 J»MAMjj*SO«iOjPM*IIJJ«SOIlOjFltAyjJ*$ONO 
 
 1952 
 
 Jj-iik 
 
 1953 
 
 1954 
 
 ,lt*HJJ*SONOJ,MAllJj«SON0jFMAHJJ*SOND 
 
 1955 
 
 IMIL 
 
 n 
 
 1956 
 
 J r HAM J> « SON 
 
 1957 
 
 I P M « H J J ft S O N 
 
 RIO HONDO AT WHITTIER NARROWS (STA. 49) 
 
 59 
 
MISSION CREEK AT WHITTIER KAEROWS (STA. U9a) 
 
 Sampling Point . Station k'^a. is located in Section 6 of Township 2 South, 
 Range 11 \Jest, San Bernardino Base and Meridian. Samples were collected 
 from the left bank opposite the Los Angeles County Flood Control 
 District's gaging station located immediately upstream from the San Gabriel 
 Boulevard bridge, about two miles northwest of Montebello. 
 Period of Record . April 1951 through December 1959« 
 
 Water Quality Characteristics . Past analyses of this water reveal that 
 bicarbonate is predominant among anions, and calcium and magnesium among 
 cations. The water is usually excellent in mineral quality and meets 
 drinking water standards for mineral constituents. The water is moder- 
 ately to very hard, and class 1 for irrigation use. 
 Significant Water Quality Changes. None. 
 
 ■60- 
 
WATER QUALITY RANGES 
 
 Ita 
 
 Haxljnum of Record 
 
 Hlnlnum of Record 
 
 MaxijQajn 
 
 1959 
 
 Miniinun 
 
 1959 
 
 Specific conductance (BlcrGahoe at ?5°C) 
 
 Toiperature In °y 
 
 DLsaolTsd oxygen In parts per million 
 Percent saturation 
 
 pH 
 
 l,22l< 
 T3 
 
 U.8 
 
 llU 
 
 8.5 
 
 351. 
 
 52 
 
 5.8 
 60 
 
 7.3 
 
 695 
 
 73 
 
 8.5 
 91. 
 
 7.9 
 
 U17 
 
 55 
 
 6.8 
 72 
 
 7.'« 
 
 Mineral conatituents in parts per ■lllion 
 Calclm (Ca) 
 Magnesion (Kg) 
 Sodium (Na) 
 Potasslui (K) 
 Carbonate (CWj) 
 Bicarbonate (HCO3) 
 Sulfate (SOv) 
 Chloride (CI) 
 Nitrate (HOO 
 Fluoride (P) 
 Boron (B) 
 Silica (3102) 
 
 92 
 
 39 
 63 
 9.2 
 
 lU 
 327 
 137 
 216 
 10.8 
 0.8 
 0.31 
 30 
 
 29 
 
 9 
 
 16 
 
 1, 
 
 
 17'' 
 
 21 
 9 
 2 
 
 
 
 20 
 
 6 
 
 00 
 
 8b 
 
 19 
 
 25 
 3.0 
 0.00 
 268 
 
 93 
 
 21 
 6.5 
 0.6, 
 0.26 
 
 20 
 
 U8 
 
 15 
 
 16 
 2.U 
 0.00 
 
 176 
 U9 
 9 
 2.9 
 
 0.5 
 0.00 
 20 
 
 Total dlS30lTed solids in parts per ■lllion 
 
 Percent sodl\n 
 
 Hardness as CaCOj in parts per allllon 
 Total 
 Noncarbonate 
 
 rurbidity in parts per million 
 
 561 
 3^ 
 
 3i»9 
 122 
 
 < 25 
 
 252 
 
 10 
 
 155 
 
 
 
 2.5 
 
 UJiO 
 
 17 
 
 316 
 96 
 
 <25 
 
 315 
 
 10 
 
 18U 
 31 
 
 < 5 
 
 Collform in most probable number per milliliter 
 
 Radioactivity in micro-micro curias per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 7,000 
 
 0.58 
 
 0.76 
 
 13.3"* 
 
 8.65 
 
 1.2 
 
 0.00 
 0.00 
 
 0.00 
 
 0.00 
 
 7,000 
 
 0.56 
 
 0.1*7 
 
 3.93 
 
 8.65 
 
 0.00 
 
 0.09 
 2.9't 
 2.26 
 
 WATER QUALITY VARIATIONS 
 
 '••nill I' 
 
 o o 
 
 ** OJ 
 
 u 
 rs « 
 
 O CD 
 
 o o 
 
 ^t 
 
 ■^ o 
 
 o -^ 
 
 S.3 
 
 CO 
 
 1,200 
 
 1,000 
 
 800 
 
 600 
 
 IkOO 
 
 200 
 
 ^-^■'■"^^v: 
 
 r^j-.'V 
 
 ':s:;: 
 
 h 
 
 =. 
 
 Kt 
 
 •'■■\r' 
 
 ':^ 
 
 ,..., 
 
 MISSION CREEK AT WHITTIER NAR ROWS (STA. 49a) 
 
 61 
 
San Gabriel River Basin 
 
 The drainage area of the San Gabriel River system occupies the 
 easterly portion of Los Angeles Region south of the San Gabriel Mountains. 
 The watershed is comprised of about 375 square miles of mountains and 
 foothills and approximately 210 square miles of valley and mesa lands, 
 and has a total area of 585 square miles. The San Gabriel River system 
 rises in the San Gabriel Mountains and drains San Gabriel Valley. The 
 river flows across the most easterly portion of the Los Angeles Coastal 
 Plain and discharges to San Pedro Bay at the Los Angeles County-Orange 
 County line. The mean annual runoff of San Gabriel River Basin is about 
 35,080 acre-feet. 
 
 There are several storage and flood control reservoirs control- 
 ling flows of the San Gabriel River. Named in downstream order, they 
 are Cogswell Reservoir on the West Fork of San Gabriel River; and San 
 Gabriel Number One, Morris Reservoir, Santa Fe Flood Control Basin, and 
 Whittier Narrows Flood Control Basin on the main channel. The Whittier 
 Narrows Flood Control Basin also receives the flow of the upper reaches 
 of Rio Hondo and its tributaries. 
 
 Off-channel spreading grounds along Rio Hondo and San Gabriel 
 River from the mountains to below the Whittier Narrows Flood Control 
 Basin supplement the natural percolation from the stream channels to 
 recharge ground water basins of the streajn system. 
 
 At various times during 1959> Colorado River water was dis- 
 charged to the San Gabriel River from a pipeline located Immediately 
 downstream from San Bernardino Road for replenishment of the ground water 
 basins In the coastal plain. 
 
 -62- 
 
The two sampling stations maintained for monitoring surface 
 
 water quality of the San Gabriel River are: 
 
 Page Number of 
 Monitoring Station Station Discussion 
 
 San Gabriel River at Azusa 
 
 Powerhouse 6h 
 
 San Gabriel River at 
 
 Whittier Narrows 66 
 
 i 
 I 
 
 ■63- 
 
SAN GABRIEL RIVER AT AZUSA POWERHOUSE (STA. 50d) 
 
 Sampling Point . Station 50d is located in Section 22 of Township 1 
 
 North, Range 10 West, San Bernardino Base and Meridian. The river water 
 
 was sampled at the tailrace of the Azusa power plant. 
 
 Period of Record . March 1957 throiogh December 1959' 
 
 Water Quality Characteristics . The water at Station 50d is excellent in 
 
 quality, calcium bicarbonate in character, class 1 for irrigation, 
 
 moderately to very hard, and meets drinking water standards for mineral 
 
 constituents. 
 
 Significant Water Quality Changes . Increases of mineral content in 
 
 samples collected in the late months of 1959 are associated with lower 
 
 than normal stream flows. 
 
 ■eh. 
 
WATER QUALITY RANGES 
 
 Item Maxlnuni of Record Mlnlnun of Racord| Maxljiium - 1959 Mlnlmun - 1959 
 
 Specific conductance (i»lcromho8 at 25°C) 1*62 
 
 Tamparature in °F TV 
 
 ntssolTed oxygen In parts par million lU.U 
 Percent saturation 121 
 
 pH 8.l» 
 
 293 It62 315 
 1.7 71. 1.9 
 
 7.2 11.0 7.2 
 81 101 81 
 
 7.3 8.0 7.'» 
 
 Mineral constltuenta in parts par million 
 
 Calcium (Ca) 63 
 Magnesium (Mg) 16 
 Sodium (Na) 17 
 Potassivm (K) V.5 
 Carbonate (CO3) 17 
 Bicarbonate ((1003) 266 
 Sulfate (SOv) 30 
 Chloride (CI) 10 
 Nitrate (NO3) 3.2 
 Fluoride (K) 0.6 
 Boron (B) 0.23 
 Silica (Si02) 20 
 
 ^^ 53 ts 
 10 13 13 
 7 11 8.6 
 2.9 It. 5 '♦.2 
 0.00 O.OlJ 0.00 
 II18 264 171 
 18 2U 23 
 3 7 k 
 0.2 0.5 0.00 
 
 0.3 o.ii 0.3 
 
 0.00 O.oe 0.00 
 10 20 10 
 
 Total dissolved solids in parts per nillion 2U3 
 
 Percent sodiia Ik 
 
 Hardness as CaC03 in parta per nillion 
 
 Ttatal 238 
 Honcarbonate 106 
 
 Turbidity in parts par million 30 
 
 190 2l»3 230 
 6 13 8 
 
 lue 238 190 
 
 71 8 
 < 5 < 25 < 5 
 
 Coliform in most probable number per milliliter 2li0 
 
 Radioactivity in micro-micro curies per liter 
 
 DissolTed alpha 0.17 
 Solid alpha 0.59 
 DissolTod beta 9-88 
 Solid beta 3 -81 
 
 < O.U5 2lt0 < 0.l»5 
 
 0.00 Bo Iteport in 1959 
 
 0.00 
 
 6.88 
 
 0.00 1 
 
 WATER QUALITY VARIATIONS 
 
 
 1 
 
 
 
 500 - 
 
 
 
 1 _ ^ 
 
 gj , — , 
 
 
 S CM 
 
 " "':■"^;':::.::t^^^:.v:... 
 
 §- - - " 
 
 g _ 300 - 
 
 + ^? ,' i 1 
 
 
 
 .l 
 
 
 cl T 
 
 •Sii 200 --4- --- 
 
 
 8,-5 
 
 M 
 
 ' 
 
 
 
 
 
 - - 
 
 
 
 
 
 90 _ 
 
 
 80 - 
 
 '""' 
 
 _ I c. :::.] 
 
 70 _ _ 
 
 
 60 
 
 
 
 \ 
 
 J^ 50 - 
 
 
 a ito 
 
 V \'' ' 
 
 u 
 
 m 
 
 
 20 . 
 
 
 10 u. . 
 
 ... 
 
 
 
 
 
 
 1951 1952 1953 1954 19; 
 
 >5 1956 1957 1958 1959 
 
 SAN GABRIEL RIVER ATAZUSA POWER HOUSE 
 (STA. 50d) 
 
 65 
 
SAN GABRIEL RIVER AT WHITTIER NARROWS (STA. 50) 
 
 Sampling Point . Station 50 is located in Section 5 of Township 2 South, 
 Range 11 West, San Bernardino Base and Meridian. Samples were collected 
 from the right bank, 200 feet beyond the end of San Gabriel Boulevard 
 (Syphon Road), upstream from Whittier Narrows Dam. 
 Period of Record . April 1951 through December 1959* 
 
 Water Quality Characteristics . The mineral content of San Gabriel River 
 water at Station 50 is usually higher than that of the upper reaches of 
 the river. The native water is calcium- sodium bicarbonate in character 
 and very hard. It is generally class 1 for irrigation use and meets 
 drinking water standards for mineral constituents. Occasionally, 
 imported Colorado River water is released above this station to recharge 
 the ground water basins. The sulfate concentration of Colorado River 
 water at times causes the character of water at this station to shift to 
 calcium- sodium sulfate. 
 
 Significant Water Quality Changes . Specific conductance shows a trend 
 of increasing values over the last six years of record; this character- 
 istic may in part reflect the increasing releases of Colorado River 
 water. 
 
 -66- 
 
WATER QUALITY RANGES 
 
 Iten 
 
 Haxljauni of Record HlnljQum of Record 
 
 Maximum - 1959 
 
 Minimum - 1959 
 
 Specific conductance (mlcrorahos at 25°C) 
 
 Temperature In °F 
 
 Dl9solTed oxygen In parts par million 
 Percent saturation 
 
 PH 
 
 1,TO2 
 
 86 
 
 21.0 
 216 
 
 8.7 
 
 157 
 
 ••3 
 
 3.0 
 30 
 
 7.2 
 
 1,001 
 
 75 
 
 15-5 
 166 
 
 8.1. 
 
 91*1 
 
 1.9 
 
 6.6 
 68 
 
 7.7 
 
 Mineral constituents in parts per million 
 Calcium (Ca) 
 Hagnesiuni (Mg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (CO3) 
 Bicarbonate (HCO3) 
 Sulfate (SOk) 
 Chloride (Cl) 
 Nitrate (NOi) 
 Fluoride (F) 
 Boron (B) 
 Silica (Si02) 
 
 92 
 
 UU 
 109 
 10.0 
 
 19 
 307 
 
 333 
 
 112 
 
 23 
 
 0.6 
 
 0.1.5 
 
 30 
 
 23 
 5 
 7 
 
 2.9 
 0.00 
 
 103 
 
 2 
 
 3 
 
 0.00 
 
 0.00 
 
 0.00 
 
 5 
 
 89 
 
 33 
 
 86 
 8.2 
 
 19 
 261 
 263 
 
 81 
 
 23 
 0.5 
 0.U5 
 
 30 
 
 75 
 27 
 65 
 6.1 
 0.00 
 110 
 162 
 65 
 0.00 
 
 0.3 
 
 0.06 
 10 
 
 Total dissolved solids in parts per nllllon 
 Percent sod inn 
 
 Hardness as CaC03 In parte per nlUlon 
 
 Total 
 Noncarbonate 
 
 Turbidity in parts per nllllon 
 
 835 
 58 
 
 390 
 256 
 
 3,200 
 
 187 
 
 7D 
 16 
 
 < 5 
 
 61.8 
 36 
 
 3'.5 
 210 
 
 < 25 
 
 602 
 30 
 
 300 
 111 
 
 < 5 
 
 Coltform in most probable number per milliliter 
 
 Radioactivity in micro-micro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 2,U00 
 
 It.oU 
 
 0.96 
 
 12.89 
 
 7.97 
 
 0.23 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 2U0 
 
 0.11 
 
 0.59 
 9.69 
 
 S.ll. 
 
 < '..5 
 
 0.11 
 
 0.59 
 9.69 
 
 2.11. 
 
 
 S.3 
 
 
 WATER QUALITY VARIATIONS 
 
 ■ 1,1.00 
 1,200 
 1,000 
 
 800 
 600 
 
 1.00 
 
 200 
 
 
 
 500 
 
 IrfX) 
 
 300 
 
 Kj 
 
 'A 
 
 H 
 
 !i;;;r::-:^:;r:::' 
 
 'i 
 
 \-\ 
 
 4 
 
 --\ 
 
 \ 
 
 1951 
 
 ■I I II I I III 
 
 rilAIIJjASONQjriiAMjjASOMO 
 
 1952 
 
 1953 
 
 im 
 
 r 
 
 rHAMJJ ASONO 
 
 1954 
 
 ' MAHJ J A 3OM0 
 
 1955 
 
 ■LLi'i^ll. 
 
 r HAM J J A SONO 
 
 1956 
 
 .■'- 
 
 1 
 
 i:;;::;:; 
 
 rHAIiJjASONO 
 
 1957 
 
 .. 
 
 fmamjjasomO 
 
 1958 
 
 ili 
 
 1959 
 
 SAN GABRIEL RIVER AT WHITTIER NARROWS (STA. 50) 
 
 67 
 
Los Angeles Aqueduct 
 
 The Los Angeles Aqueduct, owned and operated by the City of 
 Los Angeles Department of Water and Power, obtains water from the Mono 
 Basin and Owens River Valley. The aqueduct delivers Sierra Nevada 
 runoff water from the Lahontan Region to the City of Los Angeles 300 
 miles to the south, where it is sampled in Los Angeles Region. The 
 surface water supply is supplemented at times by pumping water from 
 wells in Owens Valley. 
 
 During 1959^ "the aqueduct delivered about 322,000 acre- feet 
 of water to Los Angeles. 
 
 The Los Angeles Department of Water and Power samples the 
 water once a month at the terminus of the aqueduct at Upper V£in Norman 
 Reservoir near San Fernando and transmits the analyses to this depart- 
 ment for use in the Quality of Siirface Waters reports. 
 
 The monitoring station, Los Angeles Aqueduct near San 
 Fernando, maintained for surveillance of quality of the imported water, 
 is discussed on page 70. 
 
 -69- 
 
LOS ANGELES AQUEDUCT NEAR SAW FERNAJnX) (STA. 70) 
 
 Sampling Point . Station 70 is located in Section 30 of Township 3 
 
 North, Range 15 West, San Bernardino Base and Meridian. Water samples 
 
 from the aqueduct were collected at the inlet to Upper Van Norman 
 
 Reservoir. 
 
 Period of Record . April 1951 through December 1959* 
 
 Water Quality Characteristics . This water is sodium- calcium bicarbonate 
 
 in character, soft, and generally of excellent mineral quality for all 
 
 uses; however, boron occasionally placed this water in class 2 for 
 
 irrigation. 
 
 Significant Water Quality Changes . The analyses for 1959 indicate a 
 
 slight increase in mineral content, above the average of the prior record. 
 
 The utilization of water from wells in the Owens Valley to supplement the 
 
 soirface water supply is believed to be the probable cause. 
 
 -70- 
 
WATER QUALITY RANGES 
 
 Item 
 
 Specific conductance (ralororahos at ZS^C) 
 
 Temperature In °F 
 
 Dissolved oxygen In parts par million 
 Percent saturation 
 
 PH 
 
 Mineral constituents in parts per million 
 Calcium (Ca) 
 Magneslxun (Mg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (COi) 
 Bicarbonate (HCO3) 
 Sulfate (SOl) 
 Chloride (CI) 
 Nitrate (NOj) 
 Fluoride (F) 
 Boron (B) 
 Silica (SiOj) 
 
 Total dissolved solids in parts per million 
 
 Percent sodium 
 
 Hardness as CaC03 in parts per million 
 Total 
 Noncarbonate 
 
 Turbidity in parts per million 
 
 Coliforra in most probable number per milliliter 
 Radioactivity in micro-micro curies per liter 
 
 Beta-Gamrra 
 
 Majdjnum of Record 
 
 516 
 79 
 13.1 
 
 lai 
 
 9.2 
 
 29 
 
 7.5 
 
 58 
 
 6.U 
 8.0 
 
 39 
 
 26 
 1.0 
 0.8 
 0.78 
 
 28 
 
 259 
 8U 
 
 102 
 
 
 
 16 
 
 0.092 
 
 Minimum of Record 
 
 216 
 U2 
 
 6.8 
 70 
 
 7-5 
 
 19 
 U.l 
 
 25 
 
 3.0 
 0.00 
 
 80 
 
 17 
 
 11 
 0.00 
 
 o.u 
 
 0.21 
 
 17 
 
 159 
 in 
 
 68 
 
 
 
 0.00 
 
 Maximum - 1959 
 
 399 
 
 75 
 
 12.0 
 91 
 
 8.1. 
 
 29 
 7.5 
 
 kh 
 5.1 
 U 
 
 135 
 
 39 
 
 2U 
 O.U 
 0.63 
 0.59 
 
 22 
 
 102 
 
 0.092 
 
 25.S 
 
 Minimum - 1959 
 
 303 
 1.7 
 
 7.3 
 73 
 
 7.9 
 
 5.8 
 32 
 
 1 
 109 
 
 18 
 
 18 
 
 0.00 
 o.uo 
 0.30 
 
 17 
 
 6U 
 
 < 1 
 
 1.02 
 
 WATER QUALITY VARIATIONS 
 
 C o 
 
 iil 
 
 600 
 
 500 
 
 uoo 
 
 300 
 
 100 
 
 ■:xc 
 
 ■1 
 
 ^rvj 
 
 (1 
 
 \ 
 
 \.^ 
 
 i'?r 
 
 LOS ANGELES AQUEDUCT NEAR SAN FERNANDO 
 (STA. 70) 
 
Colorado River Aqueduct 
 
 The Colorado River Aqueduct is sampled at La Verne to monitor 
 the quality of raw Colorado River water entering the F. E. Weymouth 
 Softening and Filtration Plant at La Verne, California, in Los Angeles 
 Region. A monthly composite sample of the raw water inflow is collected 
 by The Metropolitan Water District of Southern California and analyzed 
 in its laboratory. 
 
 The approximate average flow of raw water through the softening 
 and filtration plant is about UOO cfs. Total flow through the plant was 
 about 290,000 acre-feet in 1959. 
 
 The monitoring station, Colorado River Aqueduct at La Verne, 
 maintained for surveillance of the quality of the imported Colorado River • 
 water is discussed on page 7^- 
 
 -73- 
 
COLORADO RIVER AQUEDUCT AT LA VERNE (STA. 69) 
 
 Sampling Point . This station is situated in Section 6 of Township 1 
 
 South, Range 9 West, San Bernardino Base and Meridian. Raw water 
 
 monthly composite samples are taken by The Metropolitan Water District 
 
 of Southern California of the inflow of Colorado River water to the 
 
 F. E. Weymouth Softening and Filtration Plant at La Verne. 
 
 Period of Record . April 1951 through December 1959* 
 
 Water Quality Characteristics . The water is calcium-sodium sulfate in 
 
 character, usually class 1 for irrigation, and very hard. The water 
 
 meets drinking water standards for mineral constituents except that 
 
 sulfate slightly exceeds the recommended limit of 250 ppm. 
 
 Significant Water Quality Changes . Analyses of water for 1959 show that 
 
 the water has decreased in mineral content from the average for the years 
 
 1955 through 1958. 
 
 -7^- 
 
WATER QUALITY RANGES 
 
 Item Maximum of Record Minimum of Record Maximum - 1959 Minimum - 1959 
 
 Specific conductance (mlcromhos at 2S°C) 1,265 
 
 Temperature in °F 79 
 
 Dissolved oxygen in parts par million U.- 
 Percent saturation X30 
 
 PH 8.5 
 
 32't 990 E^U 
 51 79 5^ 
 
 6.8 
 82 
 
 8.1 8.S 6.3 
 
 Mineral constitnenta in parts per million 
 
 Calcium (Ca) 126 
 Magnesium (Mg) 35 
 Sodium (Ha) 123 
 Potassium (K) 9.0 
 Carbonate (CO3) lU 
 Bicarbonate (HCO3) 156 
 Sulfate (SOi.) 367 
 Chloride (CI) 111 
 Nitrate (NO3) 2.0 
 Fluoride (F) O.U 
 Boron (B) 0.7 
 Silica (Si02) 11.2 
 
 72 85 76 
 25 27 25 
 31 90 80 
 2.5 5 "* 
 0.0 k 1 
 109 Ikk 12U 
 260 275 260 
 6k 78 6U 
 0.0 2.0 0.5 
 0.2 O.U 0.3 
 0.07 0.16 0.16 
 3.8 11 10 
 
 Total dissolved solids in parts per million 830 
 
 Percent sodium 1*2 
 
 Hardness as CaC03 in parts per nilllon 
 
 Total 397 
 Noncarbonate 267 
 
 Turbidity in parts per million k.6 
 
 603 630 603 
 
 36 39 36 
 
 297 313 297 
 189 198 189 
 
 1.1 U.6 1.1 
 
 Collform In most probable number per milliliter 
 Radioactivity in micro-micro curies per liter 
 
 Oross Alpha 6.9 
 Gross Beta 33. 
 
 a.9 ii.6 2.9 
 I4.6 20.U 7.7 
 
 WATER QUALITY VARIATIONS 
 
 
 ! 
 
 
 
 
 
 
 
 
 
 
 
 
 
 1 ,1 
 
 
 1 
 
 
 
 ■ •''""■■'■' ""\ 
 
 •■•■, -■.. ..-'"T" 
 
 -' ■'; 
 
 a 
 
 
 ■; 1 
 - 200 ' 1 ■ 
 
 
 t ^ 
 
 
 = -K- --f - 
 
 -♦ ion Ml ij, ',.,,., 1 1 __ ... ___ 
 
 _ 1 11 ' 
 
 Tota 
 
 
 1 * 1 L,,'.. . , ,. 
 
 
 
 1 1 1 
 
 D~ 1,200 -1 L 
 
 m m TT 
 
 go ' ! ^ ^ 
 
 ["'' ^ ^IW^-"*,^ 
 
 due 
 at i 
 
 1 i ' ■ [| ^ nirn- «>•■■' 
 
 00 , 1 ' 1 
 
 ; ! i 
 
 ^ I. Unn i: ll 1 li 
 
 
 peel 
 (mlc 
 
 .__ 1 1 L - I-} -1+-^ + -1 
 
 1 ! 
 
 1 1 !l:il 1... ... . 1... 
 
 1 i { i: ii 1 
 
 jrtl*lt^j«SOM04fH*M..j*SOW0jritAUjj*'. ONOj'MAMJJASOMOjfMaM-' 
 
 J«SaNC>'rUAHjJ*SOND.'FM«HJJASON0jFtl*HjtASO>«0J»M»Mjj«SON0 
 
 1951 1952 1953 1954 19 
 
 55 1956 1957 1958 1959 
 
 COLORADO RIVER AQUEDUCT AT LA VERNE {STA.69) 
 
 75 
 
station 
 
 Number 
 
 U5b 
 k6 
 
 h6a 
 k6c 
 h6di 
 k6e 
 hi 
 
 ka 
 
 h9 
 
 U9a 
 50 
 50d 
 61 
 
 69 
 
 70 
 
STREAM SAMPLING STATIONS 
 LOS AJIGELES REGION {NO, U) 
 
 Station 
 
 Number Station Name 
 
 U5b Matilija Creek above Dam 
 
 k6 Santa Clara River at Los Angeles- 
 Ventura County Line 
 
 h6a Santa Clara River near Santa Paula 
 
 h6c Piru Creek near Piru 
 
 k6d. Sespe Creek near Fillmore 
 
 ^e Santa Paula Creek near Santa Paula 
 
 ^7 Los Angeles River at Figueroa Sti^et 
 
 Ua Los Angeles River at Pacific Coast 
 
 Highway 
 
 1^9 Rio Hondo at Whittter Narrows 
 
 '+9a Mission Creek at Whittler Narrows 
 
 50 San Gabriel River at Whittler Narrows 
 
 50d San Gabriel River at Azusa Power House 
 
 6l Ventura River near Ventura 
 
 69 Colorado River Aqueduct at La Verne 
 
 70 Los Angeles Aqueduct near San Fernando 
 
 
 INOUSIItUl WAtTt aiiGHmeE 
 
 SURFACE WATER QUALITY MONITORING 
 PROGRAM 
 
 STREAM SAMPLING STATIONS 
 
Lahontan Region (No. 6) 
 
 The Lahontan Region (No. 6) extends from the Oregon-California 
 border to the San Bernardino Mountains, between the Sierra Nevada on the 
 west and the California- Nevada state boundary on the east. The region 
 covers an area of about 33,000 square miles, 10,000 square miles of which 
 are valley and mesa lands. The length, north to south, is about 500 
 miles, and the width varies from less than 20 miles in the north, to over 
 170 miles across the Mojave Desert and Antelope Valley in the south. 
 
 The terrain is characterized by basins of interior drainage, or 
 sinks, surrounded by mountains. The eastern slopes of the Sierra Nevada 
 Range and the White Mountains dominate the mountainous portions of the 
 region. The southern part of the Lahontan Region is arid, and precipita- 
 tion is generally light, but storms of severe intensities have caused 
 locally damaging floods. The estimated mean seasonal runoff in the region 
 is 3,177,000 acre-feet, most of which comes from the Sierra Nevada. 
 
 The principal streams in the region are the Susan, Truckee, 
 Carson, Walker, Owens, and Mojave Rivers. To maintain surveillance of 
 surface water quality in the region, 12 stations have been established. 
 The names of the sources and the number of sampling stations on each (in 
 parentheses) are shown in the following tabulation. 
 
 Susan River (l) Carson River (2) 
 
 Lake Tahoe (3) Walker River (2) 
 
 Truckee River (2) Mojave River (2) 
 
 The sources other than the Mojave River are in Northern 
 California, and are discussed in Part I of this bulletin, published 
 separately. 
 
 -77- 
 
Lahontan Region (No. 6) 
 
 The Lahontan Region (No. 6) extends from the Oregon-California 
 border to the San Bernardino Mountains, between the Sierra Nevada on the 
 west and the California-Nevada state boundary on the east. The region 
 covers an area of about 33>000 square miles, 10,000 square miles of which 
 are valley and mesa lands. The length, north to south, is about 500 
 miles, and the width varies from less than 20 miles in the north, to over 
 170 miles across the Mojave Desert and Antelope Valley in the south. 
 
 The terrain is characterized by basins of interior drainage, or 
 sinks, surrounded by mountains. The eastern slopes of the Sierra Nevada 
 Range and the White Mountains dominate the mountainous portions of the 
 region. The southern part of the Lahontan Region is arid, and precipita- 
 tion is generally light, but storms of severe intensities have caused 
 locally damaging floods. The estimated mean seasonal runoff in the region 
 is 3> 177, 000 acre-feet, most of which comes from the Sierra Nevada. 
 
 The principal streams in the region are the Susan, Truckee, 
 Carson, Walker, Owens, and Mojave Rivers. To maintain surveillance of 
 surface water quality in the region, 12 stations have been established. 
 The names of the sources and the number of sampling stations on each ( in 
 parentheses) are shown in the following tabulation. 
 
 Susan River (l) Carson River (2) 
 
 Lake Tahoe (3) Walker River (2) 
 
 Truckee River (2) Mojave River (2) 
 
 The sources other than the Mojave River are in Northern 
 California, and are discussed in Part I of this bulletin, published 
 separately . 
 
 ■77- 
 
Mojave River Basin 
 
 The Mojave River Basin lies in the southeastern portion of the 
 Lahontan Region. It occupies about ^,900 square miles comprised of about 
 1,^00 square miles of valley and mesa lands and about 3j500 square miles 
 of mountainous terrain. 
 
 The source of the Mojave River is at Lake Arrowhead in the San 
 Bernardino Mountains . The outflow from the lake travels down Deep Creek 
 to the Mojave River at The Forks, which is at the northern base of the 
 mountains. From The Forks, the river flows northerly through the desert, 
 past Victorville, to Bars tow. From Bars tow the course is generally 
 easterly to Soda Dry Lake, an interior sink. During years of normal 
 precipitation, surface flow ceases below The Forks after the spring runoff 
 and the only surface flow in the lower reaches of the Mojave River appears 
 as rising water (outflow from the upstream ground water basin) near 
 Victorville. The average annual runoff of the Mojave River at The Forks 
 is estimated to be about 80,000 acre-feet. 
 
 Most of the water used in the Mojave River Basin comes from 
 wells. However, some surface diversions of the rising water below 
 Victorville is used for irrigation. 
 
 Irrigated agriculture is sparsely developed in the Mojave 
 River Basin; it exists primarily along the river where depths to ground 
 water are small. Railroad yards and shops in Barstow and cement mills 
 in Victorville and Oro Grande represent the major industrial activities 
 in the basin. There are military establishments in Nebo, Daggett, and 
 Yermo. 
 
 -78- 
 
The major waste discharges to the river channel are treated 
 effluents from the sewage treatment plants of the Cities of Barstow (0.8 
 mgd) and Victorville (0.9 nigd). Industrial waste waters discharged to 
 percolation ponds in the river channel from the railroad shop and yards 
 in Barstow amount to about 0.2 mgd. Minor discharges of domestic wastes 
 to the river from the recreational developments in the headwaters area 
 have little influence on surface water quality. 
 
 The monitoring stations maintained for surveillance of surface 
 water quality in the Mojave River are: 
 
 Page Number of 
 
 Monitoring Station Station Discussion 
 
 Mojave Fiver at The Forks 80 
 
 Mojave River near Victorville 82 
 
 -79- 
 
MOJAVE RIVER AT THE FORKS (STA. 67a) 
 
 Sampling Point . Station 67a is located in Section l8 of Township 3 North, 
 Range 3 West, San Bernardino Base auid Meridian. Samples were collected 
 from the right bajik 100 feet downstream from the confluence of Deep Creek 
 and the West Fork of the Mojave River. 
 Period of Record . July 1957 through December 1959* 
 
 Water Quality Characteristics . The surface water at this station is suit- 
 able for most beneficial uses, soft to moderately hard, and class 1 for 
 irrigation. It is usually sodium-calcium bicarbonate in character. 
 Mineral content varies greatly, and is dependent on quantity of flow. 
 Significant Water Quality Changes . The quality has changed very little in 
 the past two and one-half years of record. In September 1959^ fluorides 
 reached a value of 2.7 ppm, exceeding the mandatory limit of 1.5 ppm in 
 drinking water. 
 
 -00- 
 
WATER QUALITY RANGES 
 
 Itan Maxlmura of Record Minimum of Record Maximum - 1959 Mlnloiun - 1959 
 
 Specific conductance (micromhos at 25°C) SW 
 
 Temperature in °F 77 
 
 Dl9»olved oxygen in parts par million 11.0 
 Percent saturation 101 
 
 pH 8.U 
 
 lOlt lt93 lUii 
 
 Uo 76 itO 
 
 5-0 U.O 5.0 
 59 100 59 
 
 7.0 8.U 7.6 
 
 Mineral constituents in pal ts per million 
 
 Calcium (Ca) 31 
 Magnesium (Mg) 8 
 Sodium (Na) 56 
 Potassium (K) 8.8 
 Carbonate (CO3) 0.00 
 Bicarbonate (HCO3) 293 
 Sulfate (SOv) 98 
 Chloride (CI) S"* 
 Nitrate (NO3) 2.7 
 Fluoride (F) 3.0 
 Boron (B) 0.21 
 Silica (Si02) 50 
 
 12 31 13 
 2.1 8 U 
 
 6.6 56 11 
 1.0 U.3 1.0 
 0.00 0.00 0.00 
 
 50 293 71 
 
 5.7 96 5.7 
 1 3"* 6 
 0.00 0.5 0.00 
 0.1 2.7 0.2 
 0.00 0.21 0.00 
 
 15 30 15 
 
 Total dissolved solids in parts per million 309 
 
 Percent sodiiM 56 
 
 Hardness as CaCOj in parts per million 
 
 Total 1U7 
 Noncarbonate fc 
 
 Turbiditr in parts per million 60 
 
 90 309 102 
 22 52 33 
 
 39 1''7 U9 
 It 0.00 
 
 <5 <25 <5 
 
 Coliform in most probable number per mmiliter 62 
 
 Radioactivltj in micro-micro curies per liter 
 
 Dissolved alpha O.6I 
 Solid alpha O.36 
 mssolved beta 8.96 
 Solid beta 3.97 
 
 0.U5 62.0 0.1(5 
 
 0.17 o.a 0.17 
 0.00 0.36 0.35 
 
 0.00 U.6O 0.00 
 0.00 3.97 0.00 
 
 WATER QUALITY VARIATIONS 
 
 
 1 
 
 
 
 
 
 600 ,. 1 
 
 
 
 
 500 4 
 
 11 
 
 
 t\ 
 
 »— Uoo ._. 
 
 .1 p i 
 
 c 
 
 ■^Cv ._ ._.._._. ... __... . _ 
 
 
 ^* 300 ^ _ 
 
 ^ i ^ 
 
 n 
 
 "1 
 
 :::::: Vr'Vl, 
 
 ^1 
 
 z: u 200 - - 
 
 t\ t 
 
 11 
 
 ;""/ /" 
 
 100 1 . 
 
 1 
 
 
 
 
 
 
 
 
 
 300 ___ 
 
 
 
 "" ' tI 
 
 ^ " " . -. - - 
 
 7- 200 
 
 ji 1 
 
 u 
 
 _. ^ 1 
 
 S 100 
 
 ::- \ 
 
 y 
 n 
 
 :::::::::::::::: :r ^ 
 
 3 
 
 
 
 -. •...■' l■^., Z ''..('■ 
 
 
 J»SOItO JfMAMjJASOMO JUtAMJJ A SOMO jf»i»l«J J «$OM0 J'HaHJ >*SONa 
 
 1951 1952 1953 195'J 191 
 
 55 1956 1957 1958 1959 
 
 MOJAVE RIVER AT THE FORKS (STA. 67o ) 
 
 81 
 
MOJAVE RIVER NEAR VICTORVILLE (STA. 67) 
 
 Sampling Point . Station 67 is located in Section 29 of Township 6 North, 
 Range k West, San Bernardino Base and Meridian. The surface water was 
 sampled from the left bank at the United States Geological Survey gage, 
 three miles northwest of Victorville and 5OO feet upstream from the old 
 U. S. Highway 66 bridge across the Lower Narrows. 
 Period of Record . March 1951 through December 1959' 
 
 Water Quality Characteristics . The water at Station 67 is calcium- sodium 
 bicarbonate in character, meets drinking water standards for mineral 
 constituents, and is soft to moderately hard. It is class 1 water for 
 irrigation use, and meets mineral quality standards for drinking water. 
 Significant Water Quality Changes . The uniform gradual increase in 
 mineral content apparent in the first seven years of the period of record 
 was reversed in I958 as the result of higher than normal precipitation 
 rates in the 1957-I958 rainfall season, and larger volumes of flow. 
 Thunderstorms in the 1958-I959 rainfall season resulted in greater than 
 normal rainfall in the middle and lower reaches of the river, and the 
 improvement in mineral content was maintained through the year. 
 
 -82- 
 
WATER QUALITY RANGES 
 
 Ita 
 
 Haxlmum of Record 
 
 Hlnlnun of Record Maximum - 1959 
 
 Mlnijiiun - 1959 
 
 Specific conductance (mlcromhos at 2500) 
 
 Tanperature in °F 
 
 Dissolved oxygen In parts per Billion 
 Percent saturation 
 
 pH 
 
 Hlneral constltnenta In parts per million 
 Calcium (Ca) 
 Magnesium (Kg) 
 Sodium (Na) 
 Potass! cm (K) 
 Carbonate (COj) 
 Bicarbonate {HCO3) 
 Sulfate (SOl) 
 Chloride (CI) 
 Nitrate (NOi) 
 nuoride (?) 
 Boron (B) 
 Silica (Si02) 
 
 520 
 
 91 
 
 13-5 
 112 
 
 8.3 
 
 122 
 Ul 
 
 5.'« 
 60 
 
 7-5 
 
 U68 
 
 78 
 
 13.5 
 112 
 
 8.2 
 
 350 
 Ul 
 
 60 
 
 15 
 "•5 
 
 3.2 
 12 
 193 
 52 
 
 35 
 
 1.7 
 0.6 
 0.17 
 50 
 
 15 
 5 
 9.1 
 
 1.2 
 0.00 
 
 69 
 11 
 
 5 
 
 0.2 
 
 0.1 
 0.00 
 
 15 
 
 Ul 
 
 10 
 
 U5 
 3.2 
 
 12 
 193 
 
 38 
 
 32 
 1-7 
 0.6 
 0.10 
 
 25 
 
 38 
 9 
 
 36 
 1.8 
 0.00 
 I2U 
 
 33 
 
 11 
 0.3 
 0.3 
 0.00 
 
 20 
 
 Total dissolved solids In parts per million 
 Percent sodiia 
 
 Hardness as CaOOj in parts par allllon 
 
 Total 
 Noncarbonate 
 
 Turbidity in parts per million 
 
 311 
 
 h9 
 
 127 
 26 
 
 288 
 
 U9 
 
 261 
 36 
 
 83 
 
Oo 
 
 It e 6 o * 
 
 KEY MAP 
 
 *• 
 
 Sta 
 
 Num 
 
 6' 
 6 
 
 LEGEND 
 
 0^^° SURFACE WATER MONITORING STATION 
 
 ■ SEWAGE WASTE DISCHARGE 
 
 ▲ INDUSTRIAL WASTE DISCHARGE 
 
 °o- 
 
 STATE OF CALIFORNIA 
 
 THE RESOURCES AGENCY OF CALIFORNIA 
 
 DEPARTMENT OF WATER RESOURCES 
 
 SOUTHERN DISTRICT 
 
 SURFACE WATER QUALITY MONITORING 
 PROGRAM 
 
 STREAM SAMPLING STATIONS 
 
 LAHONTAN REGION (NO 6) 
 1959 
 
 SCALE Of MILES 
 10 
 
 ■h- 
 
 .^^ 
 
station 
 Number 
 
 67a 
 
 STREAM SAMPLING STATIONS 
 LAHOIWAN REGION (NO. 6) 
 
 Station Name 
 
 Mojave River near Victorvllle 
 Mojave River at the Forks 
 
 
 
 
 
 
 
 
 
 
 f » ' 
 
 
 
 
 
 
 
 ^^-^ PLATE 3 
 
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 "■ .. 
 
 
 
 
 
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 - * 
 
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 ^ 
 
 
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 X 
 
 
 
 
 
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 Ai 
 
 
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 s 
 
 A 
 
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 ^^^AfAA 
 
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 A^^ 
 
 
 KEY MAP 
 
 
 ^>/^/^^i/ ^N<{ 
 
 ^ 
 
 
 
 
 
 / ||k/ 
 
 //\ 
 
 
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 / \A 
 
 Ak/ /A%A 
 
 /AJiA 
 
 vO 
 
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 A^^ 
 
 > 
 
 
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 A 
 
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 ^A^vA/ A^ 
 
 /^^ 
 
 
 LEGEND 
 
 #•'• »«««« **!£« UMlTOKlHi: sr»ipo« 
 
 ■ trX'Se "in DUC-ltOE '•»•- 
 
 
 
 
 
 
 
 ^s/^^>( /^~/ /S^ 
 
 A*^^^ 
 
 
 
 
 
 
 
 
 r^ AV ^K //" °/'^/ 
 
 ~\^A / 
 
 iP"-*^. 
 
 
 ■"•v 
 
 
 
 
 
 
 v4-,A\/A/ /A 
 ■^?^^> W AA 
 
 4r //% 
 
 * 
 
 '"•••'- 
 
 / 
 
 
 
 
 
 
 / *i /A^'^^^ 
 
 ^^r 
 
 
 DEPARTMENT OF WATER RESOURCES 
 
 ' 
 
 
 
 
 
 
 SURFACE WATER QUALITY MONITORING 
 
 
 
 
 
 
 
 AJ>^^9 
 
 .%"%^ 
 
 PROGRAM 
 
 STREAM SAMPLING STATIONS 
 
 
 
 
 
 
 
 * / / ' lf/C>^ /' 
 
 
 
 LAHONTAN REGION (NO fii 
 
 
 
 
 
 
 
 * V * ^^ \/ flf* *^» / 
 
 
 
 1959 
 
 / 
 
 / 
 
 
 s 
 
 > 
 
 
 /*^*' # ^**f{ * ,i 
 
 / 
 
 
 SC*lC Of HILEt 
 « 10 » 
 
 ( 
 
 -p %+, 
 
 
 V 
 
 '•■j^ 
 
 
 ^ l^i ^ 1 
 
 
 "*v 
 
 
Colorado River Basin Region (No. 7) 
 
 The Colorado River Basin Region (No. 7) is located in the south- 
 eastern portion of California. It extends from a series of mountain 
 ranges on the north which separate it from the Lahontan Region, approxi- 
 mately 150 miles to the United States-Mexico International Boundary; and 
 from the San Bernardino, San Jacinto and Peninsular Mountain ranges on 
 the west to the California-Arizona State Line on the east, an average 
 distance of about 125 miles. The area of the region is about 19,370 
 square miles, half of which consists of isolated mountains and mountain 
 ranges, and the remainder of valleys and mesas. The climate is arid and 
 most of the area is desert. 
 
 The principal drainage in this region is to the Salton Sea, a 
 saline interior drainage lake. Its principal tributary is the Whitewater 
 River which rises in the San Bernardino Mountains and flows southeasterly 
 through Coachella Valley to the Salton Sea. The New and Alamo Rivers are 
 perennial streams composed primarily of irrigation drainage water and 
 sewage that flow northerly from the Mexican Border to the Salton Sea. 
 Other than these two rivers other drainage to the Salton Sea including 
 the Whitewater River is intermittent. 
 
 Another major portion of this region drains to the Colorado 
 River, the boundary between California and Arizona. The principal regu- 
 lating reservoir on the Colorado River in this region is Lake Havasu, 
 impounded by Parker Dam. "Water is also exported from Lake Havasu through 
 the Colorado River Aqueduct to the coastal portion of Southern California 
 (Regions U, 8, and 9) • Colorado River water is also used extensively for 
 irrigation along the river and in Imperial and Coachella Valleys. 
 
 -85- 
 
Colorado River Basin Region (No. 7) 
 
 The Colorado River Basin Region (No. 7) is located in the south- 
 eastern portion of California. It extends from a series of mountain 
 ranges on the north which separate it from the Lahontan Region, approxi- 
 mately 150 miles to the United States-Mexico International Boundary; and 
 from the San Bernardino, San Jacinto and Peninsular Mountain ranges on 
 the west to the California-Arizona State Line on the east, an average 
 distance of about 125 miles. The area of the region is about 19,370 
 square miles, half of which consists of isolated mountains and mountain 
 ranges, and the remainder of valleys and mesas. The climate is arid and 
 most of the area is desert. 
 
 The principal drainage in this region is to the Salton Sea, a 
 saline interior drainage lake. Its principal tributary is the Whitewater 
 River vrtiich rises in the San Bernardino Mountains and flows southeasterly 
 through Coachella Valley to the Salton Sea. The New and Alamo Rivers are 
 perennial streeims composed primarily of irrigation drainage water and 
 sewage that flow northerly from the Mexican Border to the Salton Sea. 
 Other than these two rivers other drainage to the Salton Sea including 
 the Whitewater River is intermittent. 
 
 Another major portion of this region drains to the Colorado 
 River, the boundary between California and Arizona. The principal regu- 
 lating reservoir on the Colorado River in this region is Lake Havasu, 
 impounded by Parker Dam. "Water is also exported from Lake Havasu through 
 the Colorado River Aqueduct to the coastal portion of Southern California 
 (Regions h, 8, and 9) • Colorado River water is also used extensively for 
 irrigation aJ-ong the river and in Imperial and Coachella Valleys. 
 
 -85- 
 
The remainder of the Colorado River Basin Region, about 3'+ 
 percent of the area, drains to interior dry lakes or sinks and is 
 typically desert, subject to torrential flash floods but without peren- 
 nial streams. 
 
 The economy of the region is predominantly agricultural, and 
 much of the urban development is an adjunct of the agricultural commu- 
 nity. Agriculture in the Colorado River Basin Region is primarily 
 dependent on the diversion and distribution of Colorado River water for 
 irrigation. Limited local use of ground water for irrigation is 
 practiced in Coachella, Lucerne, and Borrego Valleys, located in the 
 northern and western parts of the region. A few large desert resort 
 communities are situated in the northern portion of Coachella Valley. 
 Fourteen stations are employed in the Colorado River Basin 
 Region to monitor surface water quality. The following tabulation shows 
 the names of the sources monitored and, in parentheses, the number of 
 stations maintained on each source: 
 
 Colorado River (6) New River (2) 
 
 All American Canal (l) Alamo River (2) 
 
 Whitewater River (2) • Salton Sea (l) 
 The Colorado River stations are monitored by the Department of 
 Water Resources, Southern District, and sampled twice a year. The 
 remaining surface sources are visited at two-month intervals. One 
 station at Lake Havasu maintained by The Metropolitan Water District of 
 Southern California monitors the quality of water diverted to the 
 Colorado River Aqueduct. The analyses of monthly samples collected at 
 this station are furnished the department for use in the surveillance 
 
 -86- 
 
program. Additional samples are collected and analyzed by the United 
 States Public Henlth Service for several other stations on the Colorado 
 River. These analyses are included in this report. 
 
 -87- 
 
Colorsido River Basin 
 
 The Coloreido River Basin in California is located in the 
 eastern part of the Colorado River Basin Region. The Colorado River 
 drains portions of seven states, a total drainage area in the United 
 States of about 258,000 square miles. The portion of the Colorado River 
 Basin in California is about i^, 300 square miles in extent of which 1,200 
 square miles are mountains and foothills and 3,100 square miles are 
 valleys and mesas. The Colorado River is the eastern boundary of 
 California for about ifOO miles; it flows southerly between Arizona and 
 California into Mexico and to the Gulf of California. 
 
 The natural unimpaired average annual runoff of the Colorado 
 River above the Gila River is about l6, 000, 000 acre-feet. However, 
 since 1935 when Hoover Dam was placed in operation, the river flows have 
 been regulated to supply the needs of downstream water users. Other 
 major reservoirs regulating the river flows are Lake Mojave and Lake 
 Havasu. Water is diverted to the Colorado River Aqueduct at Lake Havasu 
 for export to coastal Southern California, at Palo Verde for irrigation 
 of the Palo Verde Valley, and at Imperial Dam for irrigation of the 
 Imperial and Coachella Valleys. 
 
 The City of Needles sewage treatment plant discharge of about 
 2.5 ingd is the only major waste discharge to the river within California. 
 
 The naunes of the stations maintained for surveillance of the 
 quality of Colorado River water are: 
 
 -88- 
 
Page Number of 
 Monitoring Station Station Discussion 
 
 Colorado River near Topock, 
 
 Arizona 90 
 
 Colorado River at Colorado 
 
 River Aqueduct Intake 92 
 
 Colorado River below Parker 
 
 Dam 9I4. 
 
 Coloreido River near Blythe 96 
 
 All American Canal near 
 
 Pilot Knob 98 
 
 Colorado River at Yuma, 
 
 Arizona 100 
 
 Colorado River below Morelos 
 
 Dam, Mexico 102 
 
 -89- 
 
COLORADO RIVER NEAR TOPOCK, ARIZONA (STA. ^h) 
 
 Sampling Point . Station 5^ is located in Section 8 of Tovmship 7 North, 
 Range 2k East, San Bernardino Base and Meridian. Sajnples were collected 
 from the right bank on the California side at the United States Geological 
 Survey gage on the high pressure gas-line bridge farthest downstream from 
 the Highway 66 bridge. 
 
 Period of Record . April 1951 through September 1959- 
 Water Quality Chetracteristics . The water at this station is sodiiira- 
 calcium sulfate-bicarbonate in character, class 1 for irrigation, and very 
 hard. The mineral content meets drinking water standards with the excep- 
 tion of sulfate, which slightly exceeds the recommended limit. 
 Significant Water Quality Changes . None . 
 
 -90- 
 
WATER QUALITY RANGES 
 
 Item Maximum of Record MiniJtun of Record Maximum - 1959 Mlnlmun - 1959 
 
 Specific conductance (mlcromhoa at 25°C) 1>295 
 
 Temperature In °F 76 
 
 ni38olTed oxygen In parts per million 15-5 
 Percent saturation i-^'i 
 
 pH 8.5 
 
 757 991 939 
 
 W 76 TD 
 
 6.8 8.0 7.8 
 78 95 87 
 
 7.5 7.9 7.8 
 
 Mineral constituents In parts per million 
 
 Calcium (Ca) 116 
 Magnesium (Mg) 36 
 Sodium (Na) 116 
 Potassium (K) 5.2 
 Carbonate (COi) 10 
 Bicarbonate (HCO3) I8I 
 Sulfate (SOl) 356 
 Chloride (CI) 107 
 Nitrate (NOj) U.5 
 Fluoride (F) 0.7 
 Boron (B) 0.26 
 Silica (Si02) 20 
 
 71 83 82 
 26 29 26 
 68 87 7li 
 2.9 U U.l 
 0.00 0.00 
 l'»5 161 1U5 
 2U6 261 252 
 50 77 75 
 0.00 2.8 1.7 
 
 0.09 O.U 0.3 
 
 0.00 0.12 O.OU 
 5 10 8 
 
 Total dissolved solids in parts per million 858 
 
 Percent sodlvm liO 
 
 Hardness as CaCOj in parts per million 
 
 Total 397 
 Noncarbonate 258 
 
 Turbidity in parts per million 60 
 
 588 66U 630 
 33 37 3'» 
 
 250 323 Ilk 
 12U 195 191 
 
 < 5 < 5 < 5 
 
 Coliform in most probable number per milliliter 700,000 
 
 Radioactivitj in micro-micro curies par liter 
 
 Dissolved alpha 2.118 
 Solid alpha I.08 
 Dissolved beta I3.96 
 Solid beta 9-25 
 
 0.1*5 6.2 0.6 
 
 0.72 0.08 
 0.18 0.00 
 
 13.96 1..75 
 
 1.1*1 1.37 
 
 WATER QUALITY VARIATIONS 
 
 ■■ l,U<jo Tr 
 
 i j 
 
 1,200 
 
 ---''"~"-> 
 
 ji i i TT T 
 
 ;;;:::::::::::::::::::::;;:;:::::::r:;:::::::::::: 
 
 1,000 ..-::i.i::'..\..± =:::::=,:::!!.... 
 
 J:x.,/ \ 
 
 St: s::5.s .'.■■.:'.'.. 
 
 
 Si. s 1 / 
 o'^ 600 J M- ' 
 
 
 •00 V i 
 
 
 
 
 o'i 600 - -- - 
 
 
 
 
 1^ 
 
 ^^ 1)00 
 
 
 
 
 200 - - - 
 
 
 
 
 __ 
 
 
 ?■? "O''' 
 
 J,. 
 
 
 20,000 ^ ■■■^: - 
 
 
 ....::s ..::' 
 
 /\ 
 
 15,000 - I 
 
 ;:::;:""::::": 
 
 z ^ 
 
 J,.,.,,. i 
 
 1 L - 
 
 
 « 10,000 - 
 
 
 
 
 " 
 
 a "1 " 
 
 5,000 
 
 
 
 
 
 
 
 
 
 1951 1952 1953 1954 195 
 
 5 1956 1957 1958 1959 
 
 COLORADO RIVER NEAR TOPOCK (STA. 54 ) 
 
 91 
 
COLORADO RIVER AT COLORADO RIVER AQUEDUCT IIWAKE (STA. 56d) 
 
 Sampling Point . Station 56d is located in Section 28 of Township 3 North, 
 Range 27 East, San Bernardino Base and Meridian. Samples were collected 
 frcan the right bank of Lake Havasu at the intake to the Colorado River 
 Aqueduct, 1.5 miles upstreaira from Parker Dajn. 
 Period of Record . November 1953 through December 1959- 
 Water Quality Characteristics . Colorado River water at Station 56d is 
 calcium- sodium sulfate in character and very hard, with moderate concen- 
 trations of dissolved solids. Sulfate, with a median of 273 ppm for the 
 6-year period of record, exceeds the recommended limit for drinking water. 
 The water is class 1 for irrigation use. 
 
 Significant Water Quality Changes . During 1959, the quality of the water 
 was about the same as that in 1958> which showed improvement over that of 
 the previous four years of record. Analysis of the radioactivity of the 
 water indicated the solid beta activity was il72 uuc/l on Jsuiuary 1^+, 1959. 
 
 ■92- 
 
yuATcp QUALITY RANGE'S Limits from Metropolitan Water District 
 
 Itm Maxlmm of R*cord Hlniam of Record MaxlBun - 1959 Mlnlnw - 1959 
 
 Specific conduetanoe (Blcroahoe «t 25oC) 1,295 
 
 Teeqperature In "F 6? 
 
 DlssolTod ozTgoi in parts par Billion 
 Percent saturation 
 
 pH 6-5 
 
 922 990 922 
 50 65 52 
 
 7.2 8.5 7.'' 
 
 Kineral eonstitnsnta in parts per million 
 
 Calcioa (Ca) 10* 
 HagneelUB (Ng) 36 
 Sodiv (Ra) 122 
 Pot«3sl»i h) 6 
 Carbonate (CO3) 6 
 Bicarbonate (6(303) 1^ 
 Sulfate (SOv) 370 
 Chloride (CI) 112 
 nitrate (IIO3) 2.6 
 nuorlde (K) 0.4 
 Boron (B) 
 Silica (3102) l?.** 
 
 75 85 75 
 a* 27 2fc 
 
 1 "l 1 
 
 050 
 
 111 lUB 111 
 
 2»i8 273 246 
 
 64 78 6k 
 
 0.4 2.1 0.6 
 
 0.3 0.4 0.3 
 
 6.3 U 10 
 
 Total dissolved solids in parts par Hllllon 8^ 
 
 Percent sodii* VX 
 
 Hardness as Ca003 in porta par allllon 
 
 Total k02 
 Moncarbooate 268 
 
 Turbidity in parts per ■lllion 25 
 
 376 639 580 
 34 39 34 
 
 277 340 266 
 165 200 166 
 
 0.2 25 0.4 
 
 Coltfont in aost probable nunber par milliliter 
 
 EUdloactlTlt7 In ■icro-olcro curies par liter 
 mssolTed alpha 
 
 Solid alpha '"^ 
 DlssolTed beta , ,, _ 
 Solid beta ^3^-5 
 
 1.9 5.4 3-0 
 4.4 21.2 13.0 
 
 WATER QUALITY VARIATIONS 
 
 
 1 
 
 
 
 
 
 
 
 
 
 .1 
 
 
 1 
 
 
 1 t 
 
 
 
 
 t " " 
 
 i 
 
 
 i,linfi 
 
 
 
 
 1,200 - - ^.1 
 
 "1;::;: ;;::;;;'■;■ 
 
 
 « . •• - 
 
 
 , 1,000 1 -■..■■■■■ 
 
 \ T T 
 
 s-" ii ' 
 
 
 |;j 800 _L 
 
 
 m 
 u 
 
 
 a 600 _ 
 
 
 S," ...1 4 _ 
 
 
 llOO 
 
 
 
 
 200 
 
 
 
 
 
 
 
 
 
 1951 1952 1953 1954 195 
 
 5 1956 1957 1958 1959 
 
 COLORADO RIVER AT COLOR 
 INTAKE (S 
 
 ADO RIVER AQUEDUCT 
 TA 56d) 
 
 93 
 
COLORADO RIVER BELOW PARKER DAM (STA. 55) 
 
 Sampling Point . Station 55 is located in Section l6 of Township 2 North, 
 Range 27 East, San Bernardino Base and Meridian. Sanrples were collected 
 from the right bank on the California side at the River Lodge boat dock, 
 which is one mile upstream from the United States Geological Survey gage 
 and three miles downstream from Parker Dam. 
 Period of Record . April I95I through 1959. 
 
 Water Quality Characteristics . Past analyses show this water to be 
 sodium-calcium sulfate -bicarbonate in character and very hard. The water 
 is class 1 for irrigation, and meets drinking water standards for mineral 
 constituents, except that sulfate exceeds the recommended limit. 
 Significant Water Quality Changes. None. 
 
 ■9h- 
 
WATER QUALITY RANGES 
 
 Its 
 
 Specific conductance (nlcromhos at 25''C) 
 
 Tonperaturo in *^F 
 
 DlseolTed oxygen in [>arts par million 
 Percent saturation 
 
 pH 
 
 Maxljiium of Record 
 
 1,368 
 
 81 
 
 97 
 
 105 
 
 8.1. 
 
 Hlnijnoi of Record 
 
 TTl 
 
 66 
 
 6.0 
 73 
 
 7.2 
 
 NaxlHun - 1957 
 
 963 
 76 
 
 7.2 
 77 
 
 6.0 
 
 HlnlAM - 1959 
 
 gkz 
 69 
 
 6.2 
 
 73 
 
 6.0 
 
 Mineral conatituenta in parts per million 
 CalclUB (Ca) 
 Ma^asium (Hg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (COi) 
 Bicarbonate (HOO3) 
 Sulfate (SOl) 
 Chloride (CI) 
 Nitrate (HOj) 
 Fluoride (F) 
 Boron (B) 
 Silica (3102) 
 
 110 
 36 
 
 120 
 
 1*2 
 
 10 
 
 183 
 
 360 
 
 109 
 5.0 
 0.7 
 0.30 
 20 
 
 75 
 25 
 
 72 
 2.9 
 
 0.00 
 
 uo 
 
 226 
 52 
 0.00 
 
 0.00 
 0.05 
 5 
 
 81 
 30 
 86 
 1>2 
 0.00 
 
 isv 
 
 265 
 
 76 
 2.5 
 0.30 
 0.12 
 
 10 
 
 Total dlssolTsd solids In parts per nllllon 
 Percent sodl\a 
 
 Hardness as CaCO^ in parte par ailllon 
 
 Ttotal 
 Koncarbonate 
 
 TarWdity In parts per million 
 
 850 
 l«0 
 
 399 
 265 
 
 25 
 
 560 
 3* 
 
 256 
 
 186 
 
 < 5 
 
 67* 
 
 37 
 
 327 
 
 201 
 
 < 5 
 
 Collfona in aost probable maber per ■illlllter 
 
 RadloaotiTlty In nlcro-mlcro c\iries per liter 
 msBOlTsd alpha 
 Solid alpha 
 Qlssolred beta 
 Solid beta 
 
 77 
 
 1-29 
 
 0.82 
 
 12.63 
 
 J.Ik 
 
 0.0U5 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 2.3 
 
 0.72 
 0.62 
 2.05 
 7-2» 
 
 TJ 
 26 
 75 
 
 w.o 
 0.00 
 
 IkO 
 
 256 
 75 
 1.2 
 0.3 
 0.05 
 9 
 
 630 
 
 307 
 197 
 
 < 5 
 
 0.2 
 
 0.36 
 0.5* 
 0.06 
 0.00 
 
 WATER QUALITY VARIATIONS 
 
 uoo 
 
 200 
 
 o a 
 u o 
 
 V. u 
 
 
 
 800 / *^ i '"■' .'.'.'.','.'.'.. 
 
 
 uoo . L - 
 
 
 _)_ J-. 
 
 
 COLORADO RIVER BELOW PARKER DAM (STA. 55) 
 
 95 
 
COLORADO RIVER NEAR BLITHE (STA. 56c) 
 
 Sampling Point . Station 56c is located in Section 2 of Township 7 South, 
 
 Range 23 East, San Bernardino Base and Meridian. Saimples vrere collected 
 
 0.5 mile downstream from the U. S. 6O-7O Highway bridge from the boat 
 
 dock on the California side. 
 
 Period of Record . May 1953 through 1959- 
 
 Water Quality Characteristics . The water at this station is sodium- 
 
 calcixim sulfate-bicarbonate in character, very hard, and class 1 for 
 
 irrigation. The mineral constituents meet drinking water standards except 
 
 for sulfate, which slightly exceeds the recommended limit of 250 ppm. 
 
 Significant Water Quality Changes . The slight improvement in mineral 
 
 quality which occurred in 1958 was maintained in 1959* 
 
 -96- 
 
WATER QUALITY RANGES 
 
 Ite 
 
 Specific conduct«nc« (alcroahoa it 25°C) 
 
 l^i^Mrature In "P 
 
 DlsaolTsd cu^Tian In part* per Billion 
 Parcait saturation 
 
 pH 
 
 HaxlMun of Record 
 
 Hinlna of Record 
 
 Haidnujn 
 
 1959 
 
 HinlBin - 1959 
 
 1,290 
 
 82 
 
 8.6 
 105 
 
 8-3 
 
 9W 
 
 70 
 
 7.0 
 87 
 
 7-7 
 
 1.019 
 
 78 
 
 7.6 
 87 
 
 7.9 
 
 9i>8 
 73 
 
 7.2 
 87 
 
 7.6 
 
 Hlnsril conatitoants in parts par Billion 
 Calcitat (Ca) 
 Nacneelm (Hf) 
 Sodim (la) 
 Potaaslni (K) 
 Carbonate (CO3) 
 Bicarbonate (BOO3) 
 Sulfate (SOi^) 
 Chloride (CI) 
 ■ItraU (HOj) 
 noorlda (F) 
 Boron (B) 
 Silica (3i02) 
 
 lOk 
 
 36 
 
 121 
 
 5-6 
 Ik 
 172 
 361. 
 116 
 k.S 
 0.8 
 0.22 
 20 
 
 78 
 26 
 
 81 
 
 U.O 
 
 0.0 
 
 ll»9 
 
 263 
 71 
 0.7 
 0.3 
 0.06 
 5 
 
 85 
 
 29 
 
 90 
 It.li 
 0.0 
 
 159 
 
 273 
 
 85 
 2.1 
 0.5 
 0.13 
 
 20 
 
 83 
 
 26 
 
 88 
 '..3 
 0.0 
 1'.9 
 266 
 
 80 
 1.5 
 0.3 
 
 0.10 
 
 8 
 
 Total diaaolrad solida in parts per Billion 
 
 f^ u a ut aodiiB 
 
 Wanlnaaii as Ca003 in parts p«r Blllioa 
 Tbtal 
 ■oocarbonata 
 
 Tarfaidi^ in parts par Billion 
 
 910 
 
 liO 
 
 396 
 261> 
 
 629 
 
 3". 
 
 310 
 
 la 
 < 5 
 
 690 
 
 38 
 
 327 
 
 197 
 
 < 25 
 
 657 
 37 
 
 319 
 
 197 
 
 < 5 
 
 Colifom in Boat probable noaber per Billilitar 
 
 Kadioactlrlty in Bicro-alcro caries par liter 
 Diaaolrad alpha 
 SoUd alpla 
 DlssolTad bata 
 SoUd bata 
 
 6.2 
 
 0.86 
 
 11.06 
 5.32 
 
 0.l»5 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 6.2 
 
 0.51 
 0.3U 
 
 10.71 
 1.88 
 
 2.3 
 
 0.17 
 0.00 
 5.26 
 0.00 
 
 WATER QUALITY VARIATIONS 
 
 ,_ 1,600 
 
 » u 
 
 Is 1,200 
 
 u 
 
 800 
 
 koo 
 
 COLORADO RIVER NEAR BLYTHE (STA 56c 
 
 97 
 
ALL AMERICAN CANAL NEAR PILOT KNOB (STA. 56a) 
 
 Sampling Point . Station 56a is located in Section 2k of Township I6 South, 
 Range 21 East, San Bernardino Base and MeridiaJi. Samples were collected 
 from the left bank just upstream from the Highway 80 bridge over the canal, 
 5 miles west of the Yuma bridge. 
 Period of Record . May 1953 through 1959* 
 
 Water Quality Characteristics . The canal water at Station 56a is sodium- 
 calcium sulfate -bicarbonate in character and very hard. Except for moder- 
 ately high sulfate concentrations, the water meets drinking W3.ter standards 
 for mineral constituents. Total dissolved solids and specific conductance 
 values generally place this water in class 2 for irrigation use. 
 Significant Water Quality Changes . In I958 the mineral quality of the 
 water improved over that of the previous years of record and the improve- 
 ment was maintained in 1959* 
 
 -98- 
 
WATER QUALITY RANGES 
 
 Ita« Maxlnum of Record HlnljMH of R«cord|^ M»)cli«uj« - 1959 | HlnlJMi - 1959 
 
 Specific conductance (mlcromhoa at 2SOC) 1,353 
 
 Temperature In °r 8U 
 
 Dissolved oxygen in parts par million 10.0 
 Percent saturation 119 
 
 pH 6.U 
 
 961 1,116 1,095 
 65 81. 65 
 
 5.5 8.2 5.5 
 
 71 66 71 
 
 7.8 6.2 8.2 
 
 Mineral constituents in parts per million 
 
 Calcium (Ca) 101 
 Magnesium (Mg) Itl 
 Sodium (Na) 132 
 Potassiw (K) 6.2 
 Carbonate (CO-j) 10 
 Bicarbonate (HCO3) I77 
 Sulfate (SOr) 365 
 Chloride (CI) I3I 
 Nitrate (NO3) U.5 
 Fluoride (F) O.7 
 Boron (B) O.9 
 Silica (3102) 20 
 
 82 92 87 
 26 26 26 
 93 106 108 
 U.O U.6 U.3 
 0.00 0.00 0.00 
 
 15U 171 159 
 
 260 292 a60 
 61 106 101 
 
 0.70 1.5 1.0 
 O.U 0.5 0.5 
 0.10 0.12 0.12 
 5 20 10 
 
 Total dissolved solids in parts per million 93I1 
 
 Percent sodivB hs 
 
 Hardness as CaCOj in parts per million 
 
 Total U05 
 Noncarbonate 365 
 
 Turbidity in parts per million < 25 
 
 663 785 726 
 36 Ul UO 
 
 311 3U5 332 
 180 205 202 
 
 < 5 < 25 < 25 
 
 Collforra in most probable number per ■llliliter 2U0 
 
 Radioactivity in micro-micro curies per liter 
 
 Dissolved alpha O.63 
 Solid alpha I.55 
 Dissolved beta 16.72 
 Solid beta 18.36 
 
 0.U5 23 2.3 
 0.00 0.83 0.25 
 
 0.00 0.51 0.36 
 0.00 9.56 9.29 
 0.00 3.a 2.oe 
 
 WATER QUALITY VARIATIONS 
 
 1,1*00 
 
 T I 
 
 1 = :::!_:. 
 
 1,200 .. .. 
 
 t:::: LK 
 
 
 ' 
 
 1,000 J. e'' 
 
 
 tj 
 
 e • - - _ 
 
 
 i: 800 1 
 
 
 1 • T 
 
 Q 1 
 
 
 il 600 1 
 
 
 "■a ... . 
 
 
 -^ 
 
 
 
 
 aoo 
 
 
 
 
 .. 
 
 1 
 
 
 
 
 
 
 
 '■■ . 
 
 fi 6,000 !::, -lN 
 
 ./ ::: ,/... 
 
 .. . \..i'_. 
 
 
 i k.OOO --. 
 
 
 
 
 a 
 
 2,000 
 
 
 
 
 
 
 
 
 
 I9SI 1992 IMS I9S4 193 
 
 3 I99« l»S7 I9M I9M 
 
 ALL AMERICAN CANAL NEAR P 
 
 LOT KNOB(STA 56o) 
 
 99 
 
COLORADO RIVER AT YUMA, ARIZONA (STA. 56) 
 
 Sampling Point . Station 56 is located in Section 36 of Township I6 South, 
 Rsjige 22 East, San Bernaa-dino Base and Meridian. Samples were collected 
 from the left bank, Arizona side, at the old Highway 80 "bridge, O.k mile 
 north of the United States Geological Survey gage. 
 Period of Record . April 1951 through 1959. 
 
 Water Quality Characteristics . Water at this station is sodium-calcium 
 sulfate-hicarbonate in character and very hard. Total dissolved solids 
 usually place this water in class 2 for irrigation. Mineral constituents 
 meet drinking water standards except for sulfate, which has exceeded the 
 recommended limit of 25O ppm throughout the nine year period of record. 
 Significant Water Quality Changes. None. 
 
 -100- 
 
WATER QUALITY RANGES Umit. f«- dwr Analyse, oai. 
 
 Itea HarUum of Racord Hlnlflua of Recordj Hazlaun - 1959 Hlnljna - 19^9 
 
 Specific conductance (■ioro«hoo at 25°C) 1,582 
 
 TeBperature In "7 91 
 
 nisoolTed oxygen In parts par Billion 8.8 
 Percent satxiratlon 106 
 
 PH 9.2 
 
 833 i,2ii7 1,199 
 52 86 52 
 
 6.0 8.0 6.0 
 71 89 79 
 
 7.0 9.2 7.0 
 
 Mineral conatitnenta In parts per alllion 
 
 Calcl» (Ca) lli 
 Magnesium (Mg) U5 
 Sodium (Na) 168 
 Potasslaa h) 6.U 
 Carbonate (OOj) 10 
 Bicarbonate {HCO3) 220 
 SuUate (SOv) 38I 
 Chloride (CI) 176 
 Nitrate (NO3) 3.5 
 Fluoride (F) 0.8O 
 Boron (B) O.56 
 Silica (3102) 20 
 
 76 97 90 
 
 ae 32 31 
 
 92 127 120 
 3.3 '••8 U.6 
 0.00 0.00 0.00 
 
 137 190 171 
 252 309 299 
 
 58 160 92 
 
 0.00 1.5 0.5 
 0.1 0.5 o.u 
 
 0.02 0.16 O.lU 
 0.00 10 10 
 
 Total dlssolTed solids in parts par aillion 1,050 
 
 Percent sodlvM It7 
 
 Hardness as Ca003 in parts per Billion 
 
 Ttotal It62 
 Noncarbonate 279 
 
 Turbidity in parts par Billion *5 
 
 6U2 870 802 
 39 1*2 U2 
 
 a61t 39l» 261* 
 189 218 212 
 
 < 5 I*? 18 
 
 Colifora in aost probable mnber per ■illilitar 70,000 
 
 Radioactivity in alcro-Bicro curies per liter 
 
 DissolTed alpha O.97 
 Solid alpha 2.2U 
 Dissolved beta 10 .80 
 Solid beta 17.68 
 
 0.1: 75 o.k 
 0.00 OM O.Ul 
 
 0.00 o.i»5 O.Ul 
 0.00 7.63 2.67 
 0.00 1.35 0.00 
 
 WATER QUALITY VARIATIONS 
 
 
 
 
 
 
 
 • ■[J- 1,600 J. - 
 
 
 3 t/N 
 
 ♦,0J -... ----__..__... _ ..__.-.._-_ 
 
 
 ./-: N ., -■ s 
 
 ■g " 1,200 ...J, ^(_ 
 
 "■ ... - - 
 
 "1 '::'!^:i,./. <:::::::::::;::::::;"_ . 
 
 ^ 
 
 ^1 ^/ ■■«.. ,'' 
 
 tt 800 _ \: 
 
 
 ii 
 
 
 uoo 
 
 
 
 
 
 
 
 
 
 
 20 , . 
 
 
 
 
 16 !^. . .1 
 
 
 t ■ - / T 
 
 
 „ ''" 1 
 
 „8 12 1...^, 
 
 
 5 8 iT I 
 
 ^: ...11 ..r: 
 
 
 5fi 8 : i.\— 
 
 
 u J 
 
 ..,,..,. .\ 
 
 
 
 >. L ..L, <:''::-. 
 
 r-\ 
 
 / i 
 
 1' 
 
 ^ t 
 
 
 
 
 ........10.. ...... J.. 0.0. >..«... JO. <.—.-... 50.0,.. — ,, 
 
 
 1951 1952 1953 1954 195 
 
 5 1956 1957 1958 1959 
 
 COLORADO RIVER AT YUMA (STA,56) 
 
 101 
 
COLORADO RIVER BELOW MORELOS DAM (STA. 56b) 
 
 Sampling Point . Station 56b is located in Section 28 of Township 8 South, 
 Range 2k West, Gila and Salt Mver Base and Meridian. Samples were taken 
 from the left bank, Arizona side, 0.25 mile downstream from Morelos Dam. 
 The dam is approximately 1 mile downstream from the Califomia-Mexico- 
 Arizona boundary jiinction. 
 Period of Record . May I953 throvigh 1959. 
 
 Water Quality Characteristics . The mineral content of the surface water 
 at this station is significantly higher than in the upper reaches of the 
 river. Specific conductance values have continually exceeded 1,000 
 micromhos in the six year period of record, placing this water in class 2 
 for irrigation use. Sulfate content exceeds the standard for drinking 
 water. The water is usually sodium-calcium sulfate-bicarbonate in 
 character and very hard. 
 
 Significant Water Quality Changes . Improvement in mineral quality exhib- 
 ited in analysis data for 1958 was maintained in 1959- 
 
 '102- 
 
WATER QUALITY RANGES 
 
 Item MaxLraum of Record Minimun of Record Maximum - IJS? Minljnun - 195? 
 
 Specific conductance (nicrorahos at 25°C) 1,557 
 
 Temperature In °F 86 
 
 DlsBolved oxygen in parts per million 8.8 
 Percent saturation lOU 
 
 pH 8.U 
 
 l.oUl 1,193 1,1U6 
 56 86 72 
 
 U.O 5.2 U.O 
 52 59 52 
 
 7.6 8.3 8.1 
 
 Mineral constituents In parts per million 
 
 Calcium (Ca) X2k 
 Magnesium (Mg) 1*3 
 Sodium (Na) 150 
 Potassium (K) 6.2 
 Carbonate (CO3) 12 
 Bicarbonate (HOO3) 326 
 Sulfate (SOl) UOU 
 Chloride (CI) I5U 
 Nitrate (NOj) U.O 
 Fluoride (F) 0.7 
 Boron (B) 0.26 
 Silica (Si02) 20 
 
 79 97 90 
 28 33 31 
 91* 117 106 
 U.O U.8 U.O 
 0.0 0.0 0.0 
 1U2 203 176 
 266 300 286 
 88 lie 99 
 0.25 1.0 0.5 
 O.U 0.5 0.5 
 0.10 o.iu 0.12 
 10 10 10 
 
 Total dissolved solids in parts per million 1,090 
 
 Percent sodiuo li3 
 
 Hardness as CaC03 In parts per million 
 
 Total U86 
 Noncarbonate 300 
 
 Turbidity in parts per million 35 
 
 707 800 787 
 36 Ul 38 
 
 325 370 360 
 188 216 20U 
 
 < 5 35 < 25 
 
 Conform In most probable number par nillillter TOO 
 
 Radioactivity in micro-micro curies per liter 
 
 DissolTed alpha O.9O 
 Solid alpha O.91 
 DissolTod beta 26.22 
 Solid beta 17.30 
 
 223 TOO 2U0 
 0.00 0.83 0.26 
 
 0.00 0.57 0.37 
 0.00 12.91 7.75 
 0.00 2.79 0.00 
 
 WATER QUALITY VARIATIONS 
 
 
 
 
 
 
 
 
 
 t> ^ ... . .. . _, _ __. 
 
 
 00 
 
 3 ^ 1,600 4, 
 
 
 « « 
 
 ,...-■■*■-., 
 
 "1 1,200 
 
 ,.--'" 
 
 
 
 1 
 
 |i 800 1 
 
 
 
 
 llOO 1 
 
 
 
 '1 
 
 _. 
 
 
 J. 
 
 
 
 u.ooo , 
 
 TT 
 
 
 _ _ ^ ,_. _, 
 
 0) 
 
 fi 3,000 , :..), /A 
 
 
 
 i._.<. 1..,!.. __.j 
 
 o" 
 
 6 ^.' \' 
 
 i 2,000 : 
 
 Vi 
 
 
 .\ _. 
 
 a 
 
 1,000 ._ 
 
 .;.. 
 
 
 ] — ^ 
 
 
 
 ' ■-... . --■-■"" '"'j^ 
 
 j,«aH,jasoN0jrH*itJjasoH0,F«AtiJJ*SOMajriiAMjj«SON0jrii*iij 
 
 
 1951 1952 1953 1954 19: 
 
 )5 1956 1957 1958 1959 
 
 COLORADO RIVER BELOW MORELOS DAM(STA.56b) 
 
 103 
 
Alamo River Basin 
 
 The Alauno River, together with the New River, serve as drainage 
 channels for the Imperial Valley in the southern portion of the Coiorado 
 River Basin Region. Their combined drainage area in California is about 
 1,695 square miles, of which only about 10 square miles are mountains or 
 hills . 
 
 The Alamo River originates in Mexico and flows northward to the 
 Salton Sea, draining the east side of the Imperial Valley. The valley's 
 climate is arid, and the natural runoff to the Alamo River is virtually 
 nonexistent. The surface flow in the Alamo River consists almost entirely 
 of waste water, primarily irrigation return water. The average annual 
 discharge of the Alamo River to Salton Sea is about 700,000 acre-feet. 
 
 The extensive agricultural economy of the Imperial Valley depends 
 upon irrigation with Colorado River water conveyed to the valley by the 
 All American Canal. The irrigation return water, and occasionally waste 
 water from the All American Ceinal, as well as the waste waters of a number 
 of communities in CaJ-ifornia constitute the flow of the Alamo River. Major 
 domestic etnd food processing waste discharges to the Alamo River are 
 treated sewage wastes from the City of El Centro (2.0 mgd) and the City 
 of Holtville (0.9 mgd), raw sewage from the City of Calijjatria (0.25 ragd), 
 and industrial waste water from a beet siigar refinery near Brawley (2.0 mgd). 
 Sewage amd irrigation waste waters reach the stream in Mexico. 
 
 The two stations maintained for surveillance of surface water 
 quality on the Alamo River are: 
 
 -IOI+- 
 
Page Number of 
 Monitoring Station Station Discussion 
 
 Alamo River 
 
 at International Boundary 106 
 
 Alamo River 
 
 near Calipatria 108 
 
 ■105- 
 
ALAMO RIVER AT INTERNATIOML BOUNDARY (STA. 59) 
 
 Sampling Point . Station 59 is located in Section l8 of Township 17 South, 
 Range 16 East, San Bernardino Base and Meridian. Seunples were collected 
 between the All Americaja Canal and the International Boundary, upstream 
 from canal seepage pipes (imperial Irrigation District Station AR-l). 
 Period of Record . February 1951 through 1959- 
 
 Water Quality Characteristics . The water at this station is sodium 
 sulfate-chloride in character and extremely hard. It is unsuitable for 
 domestic use and class 3 for irrigation. 
 Significant Water Quality Changes. None . 
 
 ■106- 
 
WATER QUALITY RANGES 
 
 Its 
 
 MaxLnun of Record Nlnlnum of Record Naxlnum - 1959 
 
 Hlnlntn - 19S9 
 
 Specific oonductance (microahoe at 2$oC) 
 
 Ttaperatur* In "t 
 
 QLsaolTed o]^n«n 1" parts par million 
 Parcatt saturation 
 
 P« 
 
 6,666 
 
 83 
 
 16.0 
 171* 
 
 e.k 
 
 l,31'« 
 kk 
 
 
 
 
 7.3 
 
 5,700 
 83 
 16.0 
 
 n't 
 
 8.0 
 
 l,31lt 
 53 
 
 2.8 
 36 
 
 7-7 
 
 Nlnaral oonatltnante In parta par ■illion 
 CalcliB (Ca) 
 IH^nMln (I^) 
 SodliB (la) 
 ^taaoliB (K) 
 Carbonate (OO3) 
 Bicarbonate (BOO3) 
 Stilfate (3(V) 
 Chlortda (CI) 
 ■lUrate (IDj) 
 Floorlila (7) 
 BbLUU (B^ 
 
 Miioa (saoe) 
 
 307 
 
 166 
 960 
 lU 
 2k 
 l>86 
 1,266 
 1,1*00 
 18.6 
 1.2 
 2.32 
 25 
 
 91. 
 
 35 
 
 lllO 
 
 U.6 
 
 0.0 
 
 110 
 
 31*0 
 108 
 
 0.0 
 0.6 
 0.20 
 10 
 
 266 
 
 129 
 
 836 
 
 12 
 
 0.0 
 
 381 
 1,073 
 
 1,120 
 8.5 
 0.6 
 2.06 
 15 
 
 95 
 35 
 
 lUO 
 It .6 
 0.0 
 
 23lt 
 
 3U0 
 
 108 
 0.0 
 0.8 
 0.20 
 10 
 
 IMal dLaaaliad aoUda In parka par BllllDn 
 
 iK^aaa aa CiCOj ia parts per gdlllon 
 »«al 
 
 Tta-Uiitllv In parts par ■lUlon 
 
 U,679 
 65 
 
 1,'»57 
 1,137 
 
 160 
 
 672 
 
 381 
 63 
 
 < 5 
 
 3,51*0 
 62 
 
 1,155 
 923 
 
 30 
 
 891. 
 Ul* 
 
 381 
 189 
 
 < 5 
 
 CoUfoTB in Bort probable ntabar per ■lllilltar 
 
 BadtoactlTltjr In aicro-alcro curias per liter 
 DLsaolTed alpba 
 Soiid al4>lia 
 Ussol-rad bata 
 Solid beta 
 
 70,000 
 
 0.83 
 
 1.57 
 
 13.00 
 
 11.15 
 
 0.95 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 700 
 
 0.83 
 
 0.36 
 
 10.1*8 
 
 6.23 
 
 2.8 
 
 0.00 
 
 0.16 
 
 1.1*2 
 
 0.17 
 
 WATER QUALITY VARIATIONS 
 
 ALAMO RIVER AT INTERNATIONAL BOUNDARY 
 (STA 59) 
 
 107 
 
ALAMO RIVER NEAR CALIPATRIA (STA. 60) 
 
 Sampling Point . Station 60 is located in Section 22 of Tovnship 11 South, 
 Range 13 East, San Bemaj'dino Base and Meridian. Samples were collected 
 from the left bank 6.2 miles north of the Westmorlajid-Calipatria Highway, 
 0.4 mile dovmstream fjrora the lateral 3-road bridge (imperial Irrigation 
 District Gaging Station AR-17). 
 Period of Record . March I95I through 1959. 
 
 Water Quality Characteristics . The water at Station 60 is slightly better 
 in mineral quality than that at Station 59 upstream. Dilution by irriga- 
 tion return water from the surrounding area is apparently the cause. The 
 water is sodium chloride -sulfate in character and unsuitable for domestic 
 or agricultural use. 
 
 Significant Water Quality Changes . In 1959 the mineral content decreased 
 slightly over that of the previous three years. The City of El Centro 
 discharged raw sewage into the Alamo River until late 1958? and since that 
 time has discharged treated effluent from its sewage treatment plant to 
 the stream. The City of Holtville also discharged treated sewage effluent 
 into the Alamo River in 1959' 
 
 -108. 
 
WATER QUALITY RANGES 
 
 NAXljna of Record 
 
 WnlaiB of Racord 
 
 Haxlaua 
 
 1959 
 
 1959 
 
 3psciflc conductance (aic: 
 ToHper«tur« In °F 
 
 »t 2S0C) 
 
 DlasolTsd oxTgan in parts pmr altllan 
 Parcent saturation 
 
 pH 
 
 87 
 
 Ik. 2 
 IJl 
 
 6.k 
 
 2.230 
 
 k6 
 
 5-0 
 59 
 
 7-1 
 
 ^,6ak 
 
 85 
 
 10.5 
 95 
 
 6.2 
 
 3.096 
 
 57 
 
 5-0 
 65 
 
 Ix2_ 
 
 Klnaral conatituanta in parta par Billion 
 Calcliaa (Ca) 
 Ma^ealUB (Kg) 
 Sodloa (Na) 
 Potasaiiai (K) 
 Carbonate (CO3) 
 Bicarbonate (HOO3) 
 Sulfate (SOr) 
 Chloride (CI) 
 Mitrata (HOO 
 noorlde (F) 
 Boron (B) 
 Silica (3102) 
 
 207 
 
 99 
 '•75 
 
 15.6 
 
 18. 
 366 
 735 
 935 
 
 19-2 
 1.2 
 1.0 
 
 38 
 
 127 
 55 
 296 
 7.5 
 
 0.0 
 
 118 
 
 ••52 
 
 0.6 
 0.00 
 0.23 
 10 
 
 '•75 
 
 U 
 
 
 
 366 
 
 666 
 
 T90 
 
 13 
 
 0.8 
 
 0.59 
 
 ao 
 
 172 
 ai 
 
 380 
 
 10 
 
 
 
 195 
 
 637 
 565 
 
 u 
 
 0.8 
 
 o.aB 
 
 10 
 
 Total dlaeolTad sollda in pu-ta par Billion 
 
 Parcent sodliM 
 
 Hardness as CaCOj in parta par allllon 
 total 
 lone ar bona ta 
 
 Torbidltgr in parts par Billion 
 
 2,707 
 59 
 
 l,0k2 
 765 
 
 600 
 
 1,^60 
 15 
 
 5*8 
 
 < 5 
 
 «,303 
 56 
 
 900 
 729 
 
 600 
 
 2,135 
 
 5* 
 
 757 
 J89 
 
 160 
 
 Collfora in aost probable nuiber par Blllillter 
 
 IUdioactiTlt7 in «lcro-«iicro curias por liter 
 DlssolTad alpha 
 Solid alpha 
 UssolTsd beta 
 Solid beta 
 
 10,000 
 
 1.96 
 
 1.9B 
 
 19-61 
 
 l'»-75 
 
 23 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 5,000 
 
 0.20 
 
 0.27 
 5.07 
 
 197 
 
 60 
 
 0.00 
 
 0.00 
 8.38 
 O.Bl 
 
 WATER QUALITY VARIATIONS 
 
 •3-5 
 
 900 
 
 600 
 700 
 600 
 500 
 MX) 
 800 
 
 ^l 
 
 L.. 
 
 \i 
 
 S' 
 
 ,.:■' 
 
 '■> 
 
 ,vy.,.' 
 
 ;;;:;:: 
 
 TOO , 
 
 : I rr::::i::;iT 
 
 600 
 
 ::.::...:.::::::: ._^.-^_.,.=....,.---;:;;-H '"t ;"=::;;;;;;;;;::.. 
 
 
 ,.-\ ...-■'. . ' t 
 
 500 ..< :d 
 
 : . , s ,■■:::: : 
 
 too ....!..... 
 
 .A _ _ 
 
 ALAMO RIVER NEAR CALIPATRIA (STA.60) 
 
 109 
 
New River Basin 
 
 The New River, together with the Alamo River, serve as drainage 
 channels for the Imperial Valley in the southern portion of the Colorado 
 River Basin Region. Their combined drainage area in California is about 
 1,695 square miles, of which only about 10 square miles are mountains or 
 hills. 
 
 The New River originates in Mexico and flows northward to the 
 Salton Sea, draining the west side of the Imperial Valley. It was first 
 eroded into a river channel in I90U and I905 ^en the Colorado River 
 broke through the bank of an irrigation canal, flowing to the previously 
 dry Salton Sink. The valley's climate is arid and the natural runoff to 
 the New River is virtually nonexistent. The surface flow consists almost 
 entirely of waste water, primarily irrigation return water. The average 
 annual discharge of the New River to the Salton Sea is about 560,000 
 acre-feet. 
 
 The extensive agricultural economy of the Imperial Valley 
 depends on irrigation with Colorado River water conveyed to the valley 
 by the All American Canal. Irrigation return water, and occasionally 
 waste waters from the All American Canal, as well as waste waters of a 
 number of communities in California and Mexico constitute the flow of 
 the New River. Major sewage discharges including food processing wastes 
 are untreated wastes from the City of Brawley (1.0 mgd) and the City of 
 Calexico {O.k mgd) in California, and from the City of Mexicali in 
 Mexico. 
 
 The two stations maintained for surveillance of surface water 
 quality on the New River are: 
 
 -110- 
 
Page Number of 
 Monitoring Station Station Discussion 
 
 New River at International 
 
 Boundary 112 
 
 New River near Westmorland llU 
 
 ■111- 
 
NEW RIVER AT INTERNATIONAL BOUNDARY (STA. 5?) 
 
 Sajnpling Point . Station 57 is located in Section ik of Township 17 South, 
 
 Range 1^*- East, San Bernardino Base and Meridiaui. The water was sampled 
 
 from the right bank, 150 yards north of the International Boundary 
 
 (Imperial Irrigation District Station NR-l). 
 
 Period of Record . April 195I through 1959. 
 
 Water Quality Characteristics . The water at this station is sodium 
 
 chloride in character and extremely hard. It is unsuitable for domestic 
 
 uses suid class 3 for irrigation use. 
 
 Significant Water Quality Changes . During 1959 total dissolved solids 
 
 decreased slightly from 1958 values. Bacterial counts were high, with a 
 
 median of 62,000 MPN/ml. 
 
 -112- 
 
WATER QUALITY RANGES 
 
 Its 
 
 Specific conductance (■icroahos at 2SoC) 
 
 IMperature In °F 
 
 Dissolved oxygen In parts par Billion 
 Percent saturation 
 
 PH 
 
 Mineral cons tl taenia in parts per nillion 
 Calciwi (Ca) 
 Haenoslun (Hg) 
 Sodium (Na) 
 Potasslim (K) 
 Carbonate (CO3) 
 Bicarbonate (HCO3) 
 Sulfate (SOv) 
 Chloride (CI) 
 Hltrate (HOj) 
 Fluoride (F) 
 Boron (B) 
 Silica (SIO2) 
 
 Total dissolved solids in parts per HiUlon 
 
 Percent sodl\a 
 
 Hardness as Ca003 in parts per million 
 Total 
 Moncarbonate 
 
 Turbidity in parts per million 
 
 Colifom In most probable number par milliliter 
 
 Radioactivity In micro-micro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 SoUd beta 
 
 Maximum of Record 
 
 9,l43li 
 
 99 
 
 17.5 
 11.5 
 
 8.6 
 
 1.38 
 
 ??U 
 
 1,350 
 
 38 
 
 2li 
 
 lUh 
 
 1,138 
 
 2,815 
 
 2U 
 
 1.10 
 
 2 
 
 20 
 
 80 
 
 6,689 
 71. 
 
 2,299 
 2,11.3 
 
 200 
 
 7,000,000 
 
 0.21. 
 
 1.21, 
 13.72 
 15.96 
 
 HinlHum of Record 
 
 1,310 
 U3 
 
 0.0 
 0.0 
 
 6.8 
 
 123 
 60 
 220 
 1.5 
 
 0.00 
 151. 
 21.0 
 
 181 
 0.0 
 0.00 
 
 0.12 
 10 
 
 1,620 
 
 U9 
 
 396 
 216 
 
 <5 
 
 1.50 
 
 MaxijBum 
 
 1959 
 
 'i.lOO 
 
 86 
 
 12.5 
 11.5 
 
 8.2 
 
 00 
 
 200 
 
 101 
 
 867 
 
 38 
 
 
 
 276 
 
 633 
 
 1,580 
 
 5.0 
 
 0.80 
 
 i.Uo 
 
 20 
 
 3,1.20 
 71. 
 
 1,000 
 810 
 
 200 
 
 Hinljinn - 1959 
 
 U,65l 
 
 56 
 
 2.1. 
 32 
 
 7.9 
 
 212 
 
 100 
 
 71.9 
 
 30 
 
 0.00 
 
 232 
 
 57U 
 
 1,210 
 3.5 
 0.60 
 0.8U 
 15 
 
 700,000 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 0.08 
 0.1.5 
 
 7.66 
 1.66 
 
 3,203 
 63 
 
 607 
 1.03 
 
 13,000 
 
 0.00 
 0.17 
 5.53 
 0.00 
 
 WATER QUALITY VARIATIONS 
 
 ol 
 
 SI 
 
 2,000 
 
 1,500 
 
 1,000 
 
 500 
 
 
 
 3,000 
 2,500 
 2,000 
 1,500 
 1,000 
 
 500 
 
 
 7,000 
 6,000 
 5,000 
 !.,000 
 3,000 
 2,000 
 1,000 
 
 
 200 
 
 100 
 
 /-■M 
 
 I 
 
 \ 
 
 r\ 
 
 d 
 
 /.\.,J- 
 
 \v 
 
 sJ 
 
 ;:■:;' 
 
 ■. 
 
 :^^, 
 
 \y-r 
 
 1951 
 
 ■;:=:; 
 
 -' 
 
 -^f'-J 
 
 1952 
 
 1^ 
 
 ^-.-y''-U:s 
 
 1953 
 
 -J 
 
 t\i 
 
 1954 
 
 '; 
 
 K,,.^ 
 
 , = . = >■=", 
 
 1955 
 
 1956 
 
 4^-,^--i^ 
 
 1957 
 
 1958 
 
 ■J 
 
 1959 
 
 NEW RIVER AT INTERNATIONAL BOUNDARY 
 (STA 57) 
 
 113 
 
NEW RIVER NEAR WESTMORLAND (STA. 58) 
 
 Sampling Point . Station 58 is located in Section 30 of Township 12 South, 
 Range I3 East, San Bernardino Base ajid Meridian. Samples were collected 
 from the right bank, 50 feet south of Vail Canal crossing which is 3 miles 
 west of the Calipatria-Westmorland Highway and 0.6 mile downstream from 
 No. 10 Road bridge (imperial Irrigation District Station NR-I7). 
 Period of Record . February 1951 through 19^9' 
 
 Water Quality Characteristics . Water at this station is unsuitable for 
 domestic use and class 3 for irrigation. It is sodium chloride -sulfate 
 in character and extremely hard. 
 
 Significant Water Qiiality Changes . In 1959 boron reached 2.3O ppm, a 
 maximum for the nine years of record. Specific conductance was more than 
 i4-,000 micromhos throughout 1959 • 
 
 -nil- 
 
WATER QUALITY RANGES 
 
 Its 
 
 Hudnum of Record 
 
 NlnljiUB of Record 
 
 1959 
 
 Hlnimim - 1959 
 
 Specific conductance (Blcraahoe et 2Soc) 
 
 T«i^>erature In '*T 
 
 Ueeolred oiygen In pert* per million 
 Percent seturetlon 
 
 PH 
 
 5,319 
 86 
 
 13.0 
 130 
 8.U 
 
 2,155 
 US 
 
 U.8 
 60 
 
 7.2 
 
 85 
 13.0 
 
 136 
 8.1 
 
 U.iBI. 
 58 
 
 u.e 
 
 62 
 7.6 
 
 Mlnerel conatltsenta in parte per ■llllon 
 Celclm (C<) 
 Na(ne«lm (N() 
 Sodltai (Ra) 
 Pot«asi\K (K) 
 Carbonate (COj) 
 Bicarbonate (hCX)3) 
 Sulfate (SOv) 
 Chloride (CI) 
 litraU 003) 
 flooride (F) 
 Boron (B) 
 Silica (310;) 
 
 210 
 
 100 
 
 7U? 
 
 19 
 
 17 
 
 U52 
 
 687 
 
 1.320 
 
 lU 
 
 0.8 
 
 2.30 
 
 23 
 
 121 
 
 57 
 
 332 
 
 7.6 
 
 0.00 
 
 lUO 
 
 '•13 
 
 i<e6 
 1.5 
 o.u 
 0.3U 
 
 7.6 
 
 200 
 
 92 
 
 7U9 
 
 19 
 
 0.' 
 
 256 
 
 61»2 
 
 1,320 
 
 7. 
 
 0.- 
 
 2. 
 
 10 
 
 185 
 
 87 
 600 
 
 16 
 0.00 
 
 22U 
 
 601 
 
 950 
 7.5 
 0.8 
 0.76 
 10 
 
 Total dlsaolTad sollda in parte per Billion 
 
 P«reent sodlim 
 
 Bardneee as Ca003 in parts par Billion 
 Tbtal 
 loncarbonate 
 
 Tarbldll7 in parts par Billion 
 
 3,391 
 
 66 
 
 1,633 
 759 
 
 1,200 
 
 1,560 
 
 53 
 
 522 
 
 390 
 
 15 
 
 2,9eo 
 65 
 
 965 
 
 759 
 
 1,200 
 
 2,671 
 
 61 
 
 819 
 633 
 
 250 
 
 Collf ora tn moat probable ninber per BlUlllter 
 
 RadioactlTitr in ■Icro-alcro enriea per liter 
 DlesolTsd alpha 
 Solid alpha 
 Qiasolred beta 
 SoUd beta 
 
 700,000 
 
 0.59 
 
 1.25 
 
 12.18 
 
 8.19 
 
 60 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 2lt,000 
 
 0.25 
 O.Ul 
 
 7.oe 
 3-83 
 
 1,300 
 
 0.00 
 0.36 
 O.IjO 
 Q.75 
 
 WATER QUALITY VARIATIONS 
 
 = = j\ = = .. 
 
 y'' 
 
 ^.[/.:'.[':/. 
 
 I 
 
 1,500 
 
 1,250 
 1,000 
 
 75Q 
 500 
 
 250 
 
 
 ,'\bJ 
 
 [z'.A'.t: 
 
 i'.::i='. 
 
 r-\. 
 
 -\[ 
 
 [l'^:^'. 
 
 ^> 
 
 :v' 
 
 /'■ 
 
 ^.-.,'-\..y.J:::A 
 
 y.-y-s 
 
 K'^' 
 
 
 il 
 
 ft 
 
 1,250 
 1,000 
 
 750 
 500 
 250 
 
 :: = ; 
 
 .'' 
 
 ■/ 
 
 1991 
 
 •\ 
 
 .! 
 
 "-( 
 
 ,r/::i\u.j:':. 
 
 1992 
 
 1993 
 
 1994 
 
 ::;::■:.:;;:: 
 
 1999 
 
 NEW RIVER NEAR WESTMORLAND (STA.58) 
 
 115 
 
Sal ton Sea 
 
 The Salton Sea lies in the south-central portion of the Colorado 
 River Basin Region. It occupies the depression between Imperial Valley 
 BJid Coachella Valley, and receives all the irrigation return and waste 
 water discharges from these areas. The sea is approximately 33 miles long 
 and 12 miles wide. It is very shallow; the greatest depth is about 45 
 feet at the north end. The water surface elevations ranged from 233.75 
 feet below sea level in May 1959> to 23^.45 feet below sea level in 
 September 1959. 
 
 In spite of the saline characteristics of the waters of the 
 Salton Sea and its warm temperature, imported salt-water game and feeder 
 fish have been propagated with success. Recreational benefits provided 
 by the sea have fostered the development of resort communities along its 
 shores . 
 
 The one station currently maintained to monitor surface water 
 quality in Salton Sea is Salton Sea at Salton Sea State Park. It is dis- 
 cussed on page ll8. 
 
 ■117- 
 
SALTON SEA AT SALTON SEA STATE PARK (STA. 68a) 
 
 Sampling Point . Station 68a is located in Section 2 of Township 7 South, 
 Range 10 East, San Bernardino Base and Meridian. Samples were collected 
 from the northeast shore at the boat launching ramp of Salton Sea State 
 Park. 
 
 Period of Record . March 1955 through 1959. 
 
 Water Quality Characteristics . Salton Sea water is sodium chloride in 
 character and similar to ocean water, but with calcium and sulfate concen- 
 trations slightly higher than in ocean water and with chloride concentra- 
 tions slightly loT.'feT. The water is unsuitable for either domestic or 
 agricultural uses. 
 
 Significant Water Quality Changes . In 1959, total dissolved solids exceeded 
 355OOO ppm, slightly higher in concentration than in the previous four years 
 of record. 
 
 -118- 
 
WATER QUALITY RANGES 
 
 Iten MaxJjiiun of Record Hlnlaun of Racord tUxlnun - 1959 HlnljnB - 1959 
 
 Specific conductance (nicromhoe at 250C) 63,000 
 
 Temperature In °F 96 
 
 DlseolTed ojygen In parts par million 13«5 
 Percent saturation 200 
 
 pH 8.6 
 
 27,027 "tS-llO 3lt,1.8o 
 57 92 63 
 
 1.6 11.2 5.8 
 18 116 82 
 
 6.9 8-5 8.0 
 
 Mineral constltuenta In parts per million 
 
 Calcium (Ca) 950 
 Magnesium (Mg) 1,125 
 Sodium (Na) 10,500 
 PotaosiiM h) 170 
 Carbonate (COj) 31 
 Bicarbonate (HCO3) lt03 
 Sulfate (SOv) 7,766 
 Chloride (CI) 16,900 
 Nitrate (IIO3) 50.5 
 Fluoride {?) U.O 
 Boron (B) 9.1*0 
 Silica (3IO2) 15 
 
 U56 818 816 
 
 581 965 926 
 
 5.800 10,500 9,850 
 
 l"*" 156 156 
 
 0-00 12 0.00 
 
 1''6 220 161 
 3.758 7,Ull* 7,200 
 8.300 15,000 13,750 
 0-00 2.0 
 2-3 3.5 2.7 
 3.75 8.1* 6.6 
 5 5 
 
 Total dissolved solids in parts per nillion 38,763 
 
 80 
 Percent sodl\M 
 
 Hardness as CaC03 In parts p«r million 
 
 Total 7,000 
 Noncarbonate 6,700 
 
 Turbidity In parts per million 1*0 
 
 19,960 35,902 35,160 
 76 79 78 
 
 5,'.60 6,260 5,580 
 5,'ta6 6,060 5,1*26 
 
 < 5 < 25 < 5 
 
 Collform in most probable number par milliliter 2.3 
 
 Radioactivity in micro-micro curies par liter g g 
 Dissolved alpha 
 
 Solid alpha 0-''5 
 Dissolved beta U.2li 
 Solid beta 5-73 
 
 < 0.1*5 0.60 < 0.1*5 
 
 0-09 0.10 0.09 
 0.00 0.1*5 0.00 
 O.Ol* 11.21* o.OU 
 0.00 5.73 0.00 1 
 
 WATER QUALITY VARIATIONS 
 
 1 1 II 
 
 
 
 1 
 
 
 
 
 "" " 
 
 1*6,000 ij _ 
 
 
 cu 
 
 
 1*1*, 000 1. 
 
 1/ 
 
 1 . 
 
 1 
 
 
 1.2,000 
 
 ^ 
 
 . ..^, _...« -.5 
 
 
 ..A r - - J J , 
 
 ^ U0,000 _ 
 
 ...u.. V ""../ 
 
 •J 
 
 ^ s ' 1 
 
 1 38,000 
 
 1 \ 
 
 £ I A 
 
 I '. 
 
 1 36,000 
 
 5. 
 
 4) 
 
 ' 1 r . 
 
 i " "" 
 
 3'', 000 
 
 1 
 
 % " 
 
 g 
 
 
 ^ 32,000 . , _ 
 
 
 H 
 
 
 ° 30,000 
 
 
 
 
 26,000 
 
 
 --.--._.._.l._ .... _....„.- ,^. . _.__ 
 
 
 
 
 
 
 
 
 
 
 1951 I9S2 I9S3 1954 19 
 
 55 1956 1957 1958 1959 
 
 SALTON SEA AT SALTON 
 
 (STA 68 
 
 SEA STATE PARK 
 
 0) 
 
 119 
 
Whitewater River Basin 
 
 The Whitewater River is located in the northwesterly portion 
 of Colorado River Basin Region. Its drainage area lies between the 
 Little San Bernardino Mountains on the northeast and the San Jacinto 
 Mountains on the southwest. The river originates on the south slope of 
 Mount San Gorgonio, and flows southeastward through Coachella Valley to 
 the Salton Sea. The drainage area of the Whitewater River system is 
 about 1,57'+ square miles, consisting of about 1,07^ square miles of 
 mountains and foothills and 500 square miles of valley and mesa lands. 
 The mean annual natural runoff to the Whitewater River is estimated to 
 be about 19,300 acre-feet. 
 
 Surface water is diverted from the upper reaches of the 
 Whitewater River for export to an area north of Banning for electric 
 power production and irrigation. Some flow is diverted near Whitewater 
 to the City of Palm Springs by a pipeline, for irrigation only. In the 
 reach from Whitewater to Indio the river is usually dry. From Indio to 
 the Salton Sea irrigation return waters, and occasionally excess water 
 from wasteways of the Coachella branch of the All American Canal, make 
 up a persistent flow. Average annual' flow of the Whitewater River to 
 Salton Sea is estimated to be about ^4-0, 000 acre-feet. 
 
 Treated sewage effluent from the Indio Sanitary District (3»0 
 n^d) is discharged to Whitewater River. The effluent contains waste 
 water from several food processing plants. Other sewage wastes 
 discharged to Whitewater River are small. 
 
 The two stations maintained for surveillance of surface water 
 quality in Whitewater River are: 
 
 -120- 
 
Monitoring Station 
 
 Whitewater River near 
 Whitewater 
 
 Whitewater River near Mecca 
 
 Page Number of 
 Station Discussion 
 
 
 122 
 
 
 
 121+ 
 
 
 I 
 
 I 
 
 -121- 
 
WHITEWATER RIVER NEAR WHITEWATER (OTA. 68) 
 
 Sampling Point . Station 68 is located in Section 2 of Township 3 South, 
 Range 3 East, San Bernardino Base and Meridian. Samples were taken from 
 the 8-foot Cipoletti Weir box at the United States Geological Survey gage 
 on the weir, 1.6 miles upstream from Whitewater. 
 Period of Record . February 1951 through 1959- 
 
 Water Quality Characteristics . The surface water at this station is 
 calcium bicarbonate in character, class 1 for irrigation, and moderately 
 hard. It meets drinking water standards for mineral constituents. 
 Significant Water Quality Changes . Surface flow existed throughout 1959> 
 being supplemented by pumped ground water discharged into the river 
 channel upstream from Station 68 whenever the natural surface flow 
 diminished. Fluorides reached a new maximum of 1.2 ppm for the period of 
 record. 
 
 -122- 
 
WATER QUALITY RANGES 
 
 Ita 
 
 Specific conductance (mlcromhoa at 25°C) 
 
 Temperature In °F 
 
 DlsaolTed oxygen In parts par million 
 Percent saturation 
 
 PH 
 
 Hajdinum of Record 
 
 81 
 
 12. U 
 123 
 
 8.5 
 
 Mlnijiniin of Record 
 
 "•5 
 
 6.0 
 61 
 
 Maximum - 1959 
 
 l4?b 
 
 72 
 
 11.0 
 123 
 
 8.U 
 
 Minimum - 1959 
 
 36fi 
 
 63 
 
 6.0 
 63 
 
 Mineral constituents in parts per Hllllon 
 Calcium (Ca) 
 Magnesium (Ng) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (CO3) 
 Bicarbonate {HCO3) 
 Sulfate (SOk) 
 Chloride (CI) 
 Nitrate (NOi) 
 Fluoride (?) 
 Boron (B) 
 Silica (S102) 
 
 57 
 18 
 16 
 
 5. 
 
 30 
 
 236 
 
 U9 
 
 16 
 
 3. 
 
 1. 
 
 0.16 
 ?0 
 
 IjO 
 
 10 
 7 
 
 2.8 
 0.00 
 127 
 
 21 
 1 
 
 0.0 
 0.?5 
 0.00 
 
 11 
 
 56 
 
 la 
 
 IS 
 
 111 
 
 227 
 
 36 
 
 16 
 1.0 
 1.2 
 0.00 
 
 20 
 
 53 
 
 13 
 
 13 
 1..6 
 0.00 
 166 
 
 35 
 3 
 
 0.5 
 1.0 
 0.00 
 
 20 
 
 Total dissolved solids In parts per million 
 
 Percent sodlm 
 
 Hardness as CaC03 In parts per million 
 Total 
 Noncarbonate 
 
 Turbidity in parts per million 
 
 285 
 20 
 
 301 
 109 
 
 2,000 
 
 212 
 7 
 
 65 
 
 
 
 < 5 
 
 275 
 15 
 
 197 
 17 
 80 
 
 2U1 
 
 la 
 
 167 
 10 
 
 < 5 
 
 Colifora in nost probable number per milliliter 
 
 Hadloactivlty in micro-micro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 2U,000 
 
 2.31 
 
 1.81» 
 
 25-51 
 
 0.23 
 
 0.00 
 0.00 
 0.00 
 Q.OO 
 
 WATER QUALITY VARIATIONS 
 
 62 
 
 1.01 
 
 0.63 
 
 11.05 
 
 < 0.U5 
 
 0.83 
 
 0.09 
 
 10.U5 
 
 0.00 
 
 CO 
 
 (0 l/\ 
 
 
 700 
 
 u 600 
 
 500 
 
 UOO 
 
 300 
 
 200 
 
 
 ut 
 
 'X 
 
 '■h 
 
 \r^ 
 
 ftj 
 
 50 
 
 UO 
 
 30 
 
 20 
 
 10 
 
 b.J.^ 
 
 1951 
 
 rrs 
 
 'HAMjjAtOnC^rMAMjjASOMQjrMAHJJASOMOjrMAMjjAlONOjrMAIljJASOMOjFUAMjJASOMO 
 
 ^., 
 
 1954 1955 
 
 I .( 
 
 >; 
 
 ',...:u,.j 
 
 P H A M J J A S M 
 
 1956 1957 
 
 r% 
 
 I'HAHJJASOHO 
 
 yix 
 
 JVMAMJ JASONO 
 
 1958 1959 
 
 WHITEWATER RIVER NEAR WHITEWATER (STA. 68) 
 
 123 
 
WHITEWATER RIVER NEAR MECCA (STA. 68b) 
 
 Sampling Point , Station 68b is located in Section 31 of Township 7 South, 
 
 Range 9 East, San Bernardino Base and Meridian. Samples were collected 
 
 from the center of the river as the flow comes out of the road culvert at 
 
 Lincoln Street crossing. 
 
 Period of Record . July 1957 through 1959. 
 
 Water Quality Characteristics . The water at this station is sodium 
 
 sulfate -chloride in character, class 3 for irrigation, and extremely 
 
 hard. It does not meet drinking water standards for mineral content. 
 
 Significant Water Quality Changes . Total dissolved solids continued to 
 
 increase in 1959> exceeding 3jOOO ppm. Fluoride reached a new maximum of 
 
 i+.O ppm in 1959. 
 
 -124- 
 
WATER QUALITY RANGES 
 
 Ita 
 
 MaxLnum of Record Hlniraum of Record Haxljiium - 1959 Mlnlmun - 1959 
 
 Specific conductance (nlcromhoe at 25°C) 
 
 Temperature In *^F 
 
 Dleeolved oxygen In parts par million 
 Percent saturation 
 
 pH 
 
 U,796 
 87 
 
 11.0 
 112 
 
 8.1* 
 
 3,13'' 
 5l» 
 
 5.5 
 
 60 
 
 7.6 
 
 U,798 
 
 86 
 
 11.0 
 U8 
 
 6-3 
 
 3,690 
 62 
 
 6.5 
 8.U 
 
 8.0 
 
 Mineral constituents In parts per million 
 Calcium (Ca) 
 Magnesium (Mg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate {CO3) 
 Bicarbonate (HC»3) 
 Sulfate (SOr) 
 Chloride (CI) 
 Nitrate (NOi) 
 Fluoride (F) 
 Boron (B) 
 Silica (SiO?) 
 
 19^ 
 50 
 
 15 
 
 lU 
 
 378 
 
 1,160 
 
 690 
 
 25 
 
 U.O 
 
 1.85 
 
 20 
 
 IU9 
 
 U26 
 11.5 
 
 256 
 
 1146 
 387 
 
 8 
 
 1.2 
 0.56 
 15 
 
 igi* 
 
 euit 
 15 
 
 lU 
 
 378 
 
 1,160 
 
 680 
 
 25 
 
 It.O 
 1.85 
 20 
 
 166 
 
 lilt 
 
 650 
 
 13 
 
 
 
 315 
 
 1,025 
 
 518 
 
 2U 
 
 3-2 
 
 1.20 
 20 
 
 Total dissolved solids in parts per million 
 
 Percent sodim 
 
 Hardness as CaCOj In parts per million 
 Total 
 Noncarbonate 
 
 Turbidity in parts per million 
 
 3,100 
 73 
 
 768 
 U97 
 
 1,000 
 
 2,027 
 60 
 
 5U2 
 
 311 
 
 lUO 
 
 3,100 
 73 
 
 681. 
 38I. 
 
 1,000 
 
 2,7'»3 
 70 
 
 595 
 331 
 
 Collf om in most probable number par milliliter 
 
 Radioactivity in micro-micro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 2,UO0 
 
 0.62 
 
 1.77 
 
 18.95 
 
 8.65 
 
 23 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 2,U00 
 
 0.30 
 
 0.56 
 
 17.56 
 
 8.65 
 
 23 
 
 0.0 
 0.16 
 
 5.30 
 
 0.00 
 
 WATER QUALITY VARIATIONS 
 
 OS 0) 
 
 o -d 
 
 1,100 
 1,000 
 900 
 800 
 700 
 900 
 
 I 700 
 
 a. 
 
 '^ 500 
 
 
 [T 
 
 .__._ j4-W--t- ----- 
 
 1 
 1 
 
 
 
 
 WHITEWATER RIVER NEAR MECCA (STA 68b) 
 
 125 
 
station 
 
 Number 
 
 5^ 
 
 55 
 
 56 
 
 56a 
 
 56b 
 
 56c 
 
 56d 
 
 57 
 58 
 
 59 
 
 60 
 
 68 
 
 68a 
 
 68b 
 
 STREAM SAl 
 COLORADO RI^ 
 
 & 
 
 Colorado I 
 Colorado 1 
 Colorado 1 
 All Ameri( 
 Colorado ] 
 Colorado I 
 Colorado I 
 New River 
 New River 
 Alamo Riv« 
 Alamo Rive 
 Whitewatei 
 Salton Set 
 Whitewatei 
 
 LEGEND 
 
 >'*^ SURFACE WATER MONITORING STATION 
 
 I SEWAGE WASTE DISCHARGE 
 
 k INDUSTRIAL OR IRRIGATION 
 
 WASTE DISCHARGE 
 
 STATE OF CALIFORNIA 
 
 he resources agency of california 
 :partment of water resources 
 
 SOUTHERN DISTRICT 
 
 "ACE WATER QUALITY MONITORING 
 PROGRAM 
 
 |EAM SAMPLING STATIONS 
 
 OLORADO RIVER BASIN REGION (NO 7) 
 1959 
 
 SCALE Of MILES 
 
STREAM SAMPLIHG STATIONS 
 COLORADO RIVER REGION (NO. ?) 
 
 Station Name 
 
 Colorado River near Topock, Arizona 
 Colorado River below Parker Dam 
 Colorado River at Xuma, Arizona 
 All American Canal near Pilot Knob 
 Colorado River belov Morelos Dam 
 Colorado River near Blythe 
 Colorado River Aqueduct at Intake 
 New River at International Boundary- 
 New River near Westmorland 
 Alamo River at International Boundary 
 Alamo River near Calipatrla 
 Whitewater River near Whitewater 
 Salton Sea at.Salton Sea State Park 
 Whitewater River near Mecca 
 
Santa Ana Region (No. 8) 
 
 The Santa Ana Region (No. 8) is situated in the south coastal 
 portion of California. It extends 25 miles along the coast from the Los 
 Angeles County-Orange County line to the San Joaquin Hills, and projects 
 inland from the ocean about 90 miles, expanding to a vridth of about 80 
 miles in the Upper Valley area. The area of the region is approximately 
 2, 8Uo square miles, of which 1,830 square miles are mountainous and 
 1,010 square miles are valley lands, mesas, and coastal plain. 
 
 The region is composed of the coastal plain in Orange County 
 and the drainage system of Santa Ana River in the inland portion. The 
 mean annual runoff from the Santa Ana River drainage area is approxi- 
 mately 322,000 acre-feet, and from various minor coastal water sources 
 in the Santa Ana Region about 6,100 acre-feet. 
 
 Eight stations have been established to maintain surveillance 
 of surface water quality in this region. The names of the surface water 
 sources and the number of stations on each (in parentheses) is shown in 
 the following tabulation: 
 
 Santa Ana River (^4^) Chino Creek (l) 
 
 Warm Creek (2) Lake Elsinore (l) 
 
 In common with other regions in Southern California the Santa 
 Ana Region experienced below normal precipitation and runoff to streams 
 in the 1958-59 rainfall season. Slight but distinct impairment of 
 surface water quality was apparent in comparison of 1959 analyses with 
 those of the preceding year but, in general, the mineral content remained 
 within the ranges for dissolved constituents for the ten year period of 
 record . 
 
 -127- 
 
I 
 
 Santa Ana Region (No. 8) 
 
 The Santa Ana Region (No. 8) is situated in the south coastal 
 portion of California. It extends 25 miles along the coast from the Los 
 Angeles County-Orange County line to the San Joaquin Hills, and projects 
 inland from the ocean about 9^ miles, expanding to a width of about 80 
 miles in the Upper Valley area. The area of the region is approximately 
 2, 8Uo square miles, of which 1,830 square miles are mountainous and 
 1,010 square miles are valley lands, mesas, and coastal plain. 
 
 The region is composed of the coastal plain in Orange County 
 and the drainage system of Santa Ana River in the inland portion. The 
 mean annual runoff from the Santa Ana River drainage area is approxi- 
 mately 322,000 acre-feet, and from various minor coastal water sources 
 in the Santa Ana Region about 6,100 acre-feet. 
 
 Eight stations have been established to maintain surveillance 
 of surface water quality in this region. The names of the surface water 
 sources and the number of stations on each (in parentheses) is shown in 
 the following tabulation: 
 
 Santa Ana River {h) Chino Creek (l) 
 
 Warm Creek (2) Lake Elsinore (l) 
 
 In common with other regions in Southern California the Santa 
 Ana Region experienced below normal precipitation and runoff to streams 
 in the 1958-59 rainfall season. Slight but distinct impairment of 
 surface water quality was apparent in comparison of 1959 analyses with 
 those of the preceding year but, in general, the mineral content remained 
 within the ranges for dissolved constituents for the ten year period of 
 record. 
 
 -127- 
 
Santa Ana River Basin 
 
 The Santa Ana River Basin occupies almost the entire area of 
 Santa Ana Region. The source of the river is at Big Bear Lake in the 
 San Bernardino Mountains. The river flows from the mountains to the 
 southwest, and discharges to the ocean between Huntington Beach and 
 Newport Beach. The drainage area of the Santa Ana River system is about 
 2, i+20 square miles comprised of 1,^4-80 square miles of mountainous ter- 
 rain and foothills, and 9^0 square miles of valley and mesa lands, and 
 coastal plain. The mean annual runoff from the drainage area is esti- 
 mated at 322,000 acre -feet. 
 
 Prado Flood Control Dam, located near the San Bernardino-Orange 
 County line, is the principal dam on the Santa Ana River. Diversion 
 works in the headwaters area at Big Bear Lake divert some of the surface 
 flow for electrical power production near Mentone. Some of the water 
 diverted is used for irrigation near Redlands and some is used in spread- 
 ing operations for the artificial recharge of underground reservoirs. 
 The principal use of Santa Ana River water is for recharge of the vast 
 underground storage basins of the region. The ground waters from these 
 basins supply most of the uses in the area. Colorado River water is dis- 
 charged to spreading areas in Orange County to replenish ground water 
 basins within the county. It is also used directly for irrigation and 
 domestic purposes in portions of the Santa Ana Region. 
 
 Hemet Reservoir and Railroad Canyon Resei-voir on the San 
 Jacinto River, tributary to the Santa Ana River, store most of the flow 
 of the tributary streajn. Discharge of the San Jacinto River is to Lake 
 Elsinore. The outlet of Lake Elsinore is Temescal Creek, which joins the 
 
 -129- 
 
Santa Ana River near Prado Dam. There has seldom been any water in Lake 
 Elsinore since the surface water quality monitoring program was estab- 
 lished in 1953^ SLTid no observed flow in Temescal Creek in this period of 
 record. Colorado River water is discharged to the San Jacinto River for 
 storage in Railroad Canyon Reservoir. 
 
 Effluent waste water from the two sewage treatment plants of 
 the City of San Bernardino (9-5 ngd.) is discharged to Warm Creek and the 
 Santa Ana River. Effluent from the City of Corona sewage treatment 
 plant (1.0 n^d) is discharged to percolation ponds and to the Santa Ana 
 River. City of Riverside sewage treatment plant effluent (8.0 mgd) is 
 used for irrigation, but excess water, and irrigation return vrater, flow 
 to the Santa Ana River channel. City of Redlands treated sewage effluent 
 (2.0 n^d) is used for ground water recharge, with excess flowing to the 
 river. All these effluent wastes are discharged to the river channel 
 during ditch and pond clearing operations. A cement mill discharges 
 waste water (between 2.0 and 3-0 ngd) to settling basins, but overflow 
 reaches the river. There are a few other minor, and chiefly intermittent, 
 waste water discharges to the streams of the system. 
 
 The economy of the basin is predominantly agricultural. Rapid 
 population growth and increasing urbanization have followed the estab- 
 lishment of light manufacturing plants, particularly in the coastal area. 
 There are several military and naval establishments in the basin. Heavy 
 industry is represented by steel manufacture and cement milling in the 
 vicinity of the City of San Bernardino. Petroleum is produced in the 
 areas along the coast, and in the mountainous northern portion of Orange 
 County. 
 
 ■130- 
 
The eight stations on the Santa Ana River and its tributaries 
 
 established for surveillance of surface water quality are: 
 
 Page Number of 
 Monitoring Station Station Discussion 
 
 Santa Ana River near Mentone 132 
 
 Santa Ana River near 
 
 Arlington 13U 
 
 Santa Ana River near Norco I36 
 
 Santa Ana River near Prado 
 
 Dam 138 
 
 Warm Creek at San Bernardino li+O 
 
 Warm Creek at Colton 1^12 
 
 Chino Creek near Chino lUli 
 
 Lake Elsinore near Elsinore ikS 
 
 -131- 
 
SANTA ANA RIVER NEAR MENTONE (STA. 51b) 
 
 Sampling Point . Station 51^ is located, in Section h of Township 1 
 
 South, Range 2 West, San Bernardino Base and Meridian. Samples were 
 
 collected at the tailrace of the Southern California Edison Company 
 
 Santa Ana River No. 3 Power Plant, 3-5 miles northeast of Mentone 
 
 near mouth of canyon. 
 
 Period of Record . April 1951 through December 1959* 
 
 Water Quality Characteristics . Surface water in the Santa Ana River 
 
 near Mentone is generally calcium bicarbonate in character, class 1 
 
 for irrigation, and meets drinking water standards for mineral content. 
 
 The water is soft and of excellent quality. 
 
 Significant Water Quality Changes . The quality of the water has remained 
 
 nearly uniform throughout the nine years of record. 
 
 -132- 
 
WATER QUALITY RANGES 
 
 Ita 
 
 Maxlmun of Record 
 
 Hinlnum of Record 
 
 Maximum - 1959 
 
 Minimum - 1959 
 
 Specific conductance (microrahoa at 25°C) 
 
 Tenperature in °F 
 
 DisaolTed oxygen in part3 per million 
 Percent saturation 
 
 PH 
 
 Mineral constituents in parts per million 
 
 Calcium (Ca) 
 Magnesium (Mg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (CO3) 
 Bicarbonate (HCO3) 
 Sulfate (SOi^j 
 Chloride (CI) 
 Nitrate (NOi) 
 Fluoride (?) 
 Boron (B) 
 Silica (3102) 
 
 268 
 
 13.6 
 1?8 
 
 8.7 
 
 126 
 39 
 
 7.2 
 
 7b 
 
 7.2 
 
 250 
 63 
 
 13.5 
 
 128 
 
 6.3 
 
 206 
 
 Ui 
 
 7.2 
 7I4 
 
 7.8 
 
 33 
 
 11 
 
 22 
 3.2 
 
 10 
 173 
 
 26 
 
 16 
 2.U 
 0.7 
 0.15 
 
 30 
 
 16 
 
 1 
 
 8 
 
 1.1 
 
 
 39 
 
 e 
 
 1 
 
 
 
 0.2 
 
 
 
 5 
 
 23 
 
 9 
 
 15 
 
 3.2 
 
 
 12U 
 
 12 
 7.6 
 1.3 
 O.U 
 0.11 
 
 20 
 
 17 
 
 7 
 11 
 
 2.0 
 
 
 107 
 
 9.6 
 
 3.0 
 
 
 
 o.a 
 
 
 10 
 
 Total dissolved solids in parts per million 
 
 Percent sodi\B 
 
 Hardness as CaCO^ in parts per million 
 Itotal 
 Moncarbonflte 
 
 Turbidi^ in parts per million 
 
 195 
 
 33 
 
 118 
 16 
 
 < 2? 
 
 95 
 18 
 
 5U 
 
 
 150 
 29 
 
 93 
 
 
 
 < 25 
 
 13li 
 20 
 
 73 
 
 
 
 < 5 
 
 Collform in most probable number per milliliter 
 
 Radioactivity In micro-micro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 2,300 
 
 2.50 
 1.1)6 
 
 28.05 
 9.33 
 
 < 0.U5 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 23 
 
 0.90 
 0.37 
 
 11.30 
 
 0.62 
 
 o.a5 
 
 0.82 
 0.37 
 1.73 
 0.00 
 
 WATER QUALITY VARIATIONS 
 
 
 
 300 
 
 200 
 
 100 
 
 U--\ 
 
 ^ 
 
 !s, 
 
 160 
 
 120 
 
 80 
 
 lil 
 
 ■^■^^ 
 
 J f mitmj J « so ao 
 
 1951 
 
 S: 
 
 1952 
 
 jVH4>JJ«10MOjrM«HjJASONG J'MAHJJ ASONQ jrMAHJ JA5ON0 jrwAHJJKSOND 
 
 / 
 
 t^ 
 
 ..CsL.......^ 
 
 1955 1956 
 
 1957 
 
 +iV^=\p=^r ^'===^---v 
 
 jPMAMJJAtOMO jV«AliJJ*SOi«0 
 
 >fH*Mjj«SONC 
 
 1959 
 
 SANTA ANA RIVER NEAR MENTONE (STA.SIb) 
 
 133 
 
SMTA ANA RIVER NEAR ARLINGTON (STA. 51) 
 
 Sampling Point . Station 5I is located in Section 25 of Township 2 
 South, P?ange 6 West, San Bernardino Base and Meridian. Samples were 
 collected at Pedley Road bridge, 1.8 miles downstream from the Union 
 Pacific Railroad bridge, 3*3 miles north of Arlington. 
 Period of Record . January 1951 through December 1959* 
 Water Quality Characteristics . The water at Station 5I is calcium- 
 sodivun bicarbonate in chajracter, class 1 for irrigation, and very hard. 
 It meets drinking water standards for mineral constituents. Effluent 
 from the City of Riverside sewage treatment plant, which is normally 
 used for irrigation, is occasionally discharged to the river one-half 
 mile above this station. 
 Significant Water Quality Changes . None . 
 
 .13i|- 
 
WATER QUALITY RANGES 
 
 Its 
 
 Maxlinum of Record 
 
 Minimum of Record 
 
 Maximum - 1959 
 
 Minimum - 1959 
 
 Specific conductance (raicrorahoa at 25°C) 
 
 Temperature In °F 
 
 Dissolved oxygen In parts par million 
 Percent saturation 
 
 PH 
 
 1,121 
 81. 
 
 13. U 
 157 
 
 9.0 
 
 1^3 
 
 53 
 
 1*.8 
 56 
 
 7.1* 
 
 1,052 
 80 
 
 8.7 
 96 
 
 8.2 
 
 833 
 
 60 
 
 5.8 
 69 
 
 IA_ 
 
 Mineral constituents in parts per million 
 Calcium (Ca) 
 Magnesium (Mg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (CO3) 
 Bicarbonate (HCO3) 
 Sulfate (50)^) 
 Chloride (CI) 
 Nitrate (NO3) 
 Fluoride (?) 
 Boron (B) 
 Silica (3102) 
 
 106 
 
 36 
 105 
 
 22 
 
 2U 
 339 
 290 
 203 
 
 37 
 0.9 
 0.U6 
 
 32 
 
 52 
 
 12 
 
 28 
 U.2 
 
 1U6 
 
 39 
 
 31 
 0.5 
 0.19 
 0.00 
 7.2 
 
 105 
 
 36 
 
 85 
 
 7 
 
 
 
 339 
 
 99 
 
 106 
 
 22 
 
 0.7 
 
 0.2U 
 
 25 
 
 85 
 20 
 
 67 
 
 k.U 
 
 
 
 278 
 
 91 
 
 97 
 
 12 
 
 o.u 
 
 O.Olt 
 20 
 
 Total dissolved solids in parts per million 
 
 Percent sodivin 
 
 Hardness as CaC03 in parts per million 
 Total 
 Noncarbonate 
 
 Turbidity in parts per million 
 
 830 
 I18 
 
 376 
 202 
 
 1,600 
 
 288 
 
 178 
 25 
 
 < 5 
 
 657 
 31. 
 
 363 
 
 109 
 
 100 
 
 607 
 29 
 
 325 
 55 
 
 < 5 
 
 Coliform in most probable number per milliliter 
 
 Radioactivity in micro-micro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 2,U00 
 
 .9U 
 .33 
 M 
 .^0_ 
 
 0.U5 
 
 0.09 
 0.00 
 i».9it 
 0.00 
 
 700 
 
 0.30 
 
 0.18 
 
 lU.UU 
 
 U.08 
 
 0.U5 
 
 0.09 
 0.00 
 U.9lt 
 
 0.00 
 
 WATER QUALITY VARIATIONS 
 
 SANTA ANA RIVER NEAR ARLINGTON (STA. 51) 
 
 135 
 
SANTA ANA RIVER NEAR NORCO (STA. 51e) 
 
 Sampling Point . Station 51e is located in Section 36 of Township 2 
 
 South, Range 7 West, San Bernardino Base and Meridian. Saraples were 
 
 collected at the summer gage just downstream from Hamner Avenue bridge 
 
 on the left bank, 5 miles north of Corona. 
 
 Period of Record . April 1951 through December 1959* 
 
 Water Qtiality Characteristics . Surface water at Station 51e is calcium- 
 
 sodixm bicarbonate in character and very hard. It meets mineral quality 
 
 standards for domestic use. BoiX)n concentrations and specific conductance 
 
 values usually place this water in class 2 for irrigation. 
 
 Significant Water Quality Changes . Contintiing dry weather conditions in 
 
 1959 caused mineral concentrations to increase slightly at this station. 
 
 Boron concentration reached a maximum of 0.84 ppm in October, 1959 • 
 
 .136. 
 
WATER QUALITY RANGES 
 
 IteoB 
 
 Haxlnum of Record 
 
 Hlnlnuiii of Record 
 
 Maximum - 1959 
 
 Minimum - 1959 
 
 Specific conductance (mlcromhos at 25°C) 
 
 Temperature In °F 
 
 Dissolved oxygen In parts par million 
 Percent saturation 
 
 pH 
 
 1,250 
 
 88 
 
 10.8 
 117 
 
 8.6 
 
 1.39 
 52 
 
 2.8 
 
 31 
 
 59 
 
 1.183 
 82 
 
 8.5 
 89 
 
 8.2 
 
 1.037 
 
 52 
 
 2.8 
 31 
 
 I.2_ 
 
 Mineral conatltnents In parta per million 
 
 Calcium (Ca) 
 Magnesium (Mg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (CO3) 
 Bicarbonate (HCO3) 
 Sulfate (SO)^) 
 Chloride (CI) 
 Nitrate (NOi) 
 Fluoride (F) 
 Boron (B) 
 Silica (Si02) 
 
 109 
 33 
 
 116 
 10 
 
 31 
 
 359 
 
 280 
 
 137 
 
 36 
 
 1. 
 
 0. 
 
 30 
 
 53 
 9 
 
 30 
 ''.3 
 0.0 
 
 171 
 
 i*2 
 
 18 
 2 
 
 0.1 
 0.02 
 
 13 
 
 106 
 21 
 116 
 8.2 
 0.0 
 359 
 110 
 137 
 36 
 0.8 
 0.8ii 
 30 
 
 96 
 
 20 
 
 88 
 6.7 
 0.0 
 
 300 
 
 105 
 
 119 
 
 11 
 
 0.7 
 
 0.21 
 20 
 
 Total dissolved solids In parts per million 
 
 Percent sodivn 
 
 Hardness as CaCOj in parts per million 
 Ttotal 
 Noncarbonate 
 
 Turbidity In parts per million 
 
 819 
 ^^3 
 
 386 
 20U 
 
 800 
 
 29a 
 27 
 
 131 
 U 
 
 < 5 
 
 715 
 '•3 
 
 366 
 92 
 
 < 25 
 
 670 
 3'' 
 
 322 
 '•5 
 
 < 5 
 
 Collforra In most probable number per milliliter 
 
 Radioactivitj in micro-micro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 2,li00 
 
 2.15 
 0.92 
 15.0 
 15. Wk 
 
 2-3 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 2,llO0 
 
 0.81 
 
 0.37 
 12.53 
 
 15. M. 
 
 6.0 
 
 0.U6 
 0.00 
 1.02 
 
 11.66 
 
 WATER QUALITY VARIATIONS 
 
 1,300 
 
 So 1,200 
 
 3(Q 1,100 
 
 •g * 1,000 
 
 O B 
 
 u o 
 
 _"! ^ 
 
 i: S 800 
 
 ^■^ TOO 
 
 -r''\K'-'-^\ 
 
 rii 
 
 -i^-.'- 
 
 .>j 
 
 SANTA ANA RIVER NEAR NORCO (STA 5le ) 
 
 137 
 
SANTA MA RIVER NEAR PRADO DAM (STA. 51a) 
 
 Sampling Point . Station 51a is located in Section 29 of Township 3 
 South, Range 7 West, San Bernardino Base and Meridian. Samples were 
 collected from the left bank at the gaging station, 2,500 feet down- 
 stream from Prado Dam, k miles west of Corona and 1 mile southwest of 
 Prado. 
 
 Period of Record . April 1951 throi:igh December 1959* 
 
 Water Quality Characteristics . The water is calcium- sodixm bicarbonate 
 in character, very hard, sind meets drinking water mineral quality stemd- 
 ards. The concentrations of total dissolved solids generally place this 
 water in class 2 for irrigation. Data from past analyses indicate little 
 change in mineral content between Station 51a and the upstream Station 51e« 
 Significant Water Quality Changes . None . 
 
 ■138- 
 
WATER QUALITY RANGES 
 
 Itoo 
 
 Maxlmura of Record 
 
 Mlnljiiuin of Record 
 
 Majdjnum - 1959 
 
 Minimum - 1959 
 
 Specific conductance (mlcrornhos at 2S0C) 
 
 Temperature in °F 
 
 Dissolved oxygon In parts per million 
 Percent saturation 
 
 PH 
 
 Mineral constituents In parts per million 
 Calcium (Ca) 
 Magnesium (Mg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (CO3) 
 Bicarbonate (HCO3) 
 Sulfate (SOl) 
 Chloride (CI) 
 Nitrate (NOj) 
 fluoride (F) 
 Boron (B) 
 Silica (SIO2) 
 
 1,165 
 82 
 13.U 
 
 m 
 
 e.5 
 
 378 
 
 I18 
 
 6.0 
 65 
 
 6.6 
 
 1,051 
 
 78 
 
 9.7 
 101 
 
 8. 3 
 
 971 
 
 SU 
 
 6.0 
 65 
 
 7.6 
 
 120 
 
 lil 
 inR 
 
 10.6 
 
 36 
 351 
 289 
 120 
 
 32 
 0, 
 0, 
 
 UO 
 
 56 
 
 38 
 
 9 
 25 
 
 3. 
 
 
 
 125 
 
 39 
 
 27 
 
 3. 
 
 0. 
 
 0.05 
 10 
 
 103 
 
 38 
 
 96 
 
 7 
 
 17 
 
 33a 
 
 113 
 
 119 
 
 32 
 
 0. 
 0. 
 
 ao 
 
 80 
 
 2U 
 
 80 
 
 I1.7 
 
 
 
 265 
 
 101 
 
 99 
 9.6 
 O.l 
 0.1 
 
 20 
 
 Total dissolved solids In parts per million 
 
 Percent sodlun 
 
 Bardness as CaCO^ In parts per million 
 Total 
 Noncarbonate 
 
 Turbidity in parts per million 
 
 816 
 1)2 
 
 ao8 
 
 211 
 3,600 
 
 2U3 
 26 
 
 1U2 
 28 
 
 < 5 
 
 687 
 
 37 
 
 362 
 97 
 
 <25 
 
 600 
 32 
 
 338 
 7U 
 
 < 5 
 
 Conform In most probable number per nllllllter 
 
 Radioactivity in micro-micro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 70,000 
 
 1.22 
 
 1.08 
 
 26.98 
 
 9-99 
 
 1.3 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 1,300 
 
 0.71 
 
 0.18 
 
 15.21 
 
 3.35 
 
 a.5 
 
 0.b6 
 0.09 
 8.68 
 2.36 
 
 WATER QUALITY VARIATIONS 
 
 ?l 
 
 ■a « 
 
 1,200 
 
 «>~ 1,000 
 
 \5 
 
 Ai 
 
 Sf-'^ 
 
 SANTA ANA RIVER BELOW PR ADO DAM(STA 5lo) 
 
 139 
 
WARM CREEK AT SAN BERNARDINO (STA. 50c) 
 
 Sampling Point . Station 50c is located in Section 15 of Township 1 
 
 South, Range k West, San Bernardino Base and Meridian. Samples were 
 
 collected from the right bank beneath "E" Street bridge, 0.5 mile 
 
 upstream from the City of San Bernardino sewage treatment plant . 
 
 Period of Record . April 1951 through 1959. 
 
 Water Quality Characteristics . The water is generally calcium carbonate 
 
 in character, moderately hard to very hard, class 1 for irrigation, and 
 
 meets drinking water mineral quality standards. 
 
 Significant Water Quality Changes . There has been no surface flow at 
 
 this station since June 1958 • 
 
 -lUO- 
 
WATER QUALITY RANGES 
 
 Ita 
 
 HaxbRum of Record Minimum of Record 
 
 Maximum - 1959 
 
 Mlnlmun - 1959 
 
 Specific conductance (mlcromhoa at 25°C) 
 
 TMperature In "F 
 
 Dissolved oxygen in parts per million 
 Percent saturation 
 
 pH 
 
 766 
 
 79 
 
 10.0 
 
 96 
 6.5 
 
 373 
 
 50 
 
 Z.U 
 38 
 
 6.8 
 
 No flow at time 
 SampllDg vlBita 
 
 of monthly 
 
 Mineral eonatituenta In parts per million 
 
 Calcium (Ca) 
 Magnesium (Mg) 
 Sodium (Na) 
 Potassivmi (K) 
 Carbonate (CO3) 
 Bicarbonate (HCO3) 
 Sulfate (SOv) 
 Chloride (CI) 
 Nitrate (NO3) 
 Fluoride (F) 
 Boron (B) 
 Silica (SiOj) 
 
 108 
 Ul 
 1.9 
 
 7.2 
 18 
 306 
 133 
 52 
 23 
 1.2 
 0.2 
 35 
 
 37 
 6 
 
 13 
 
 2. 
 
 
 
 129 
 
 ••5 
 7 
 1. 
 
 
 
 13 
 
 Total dissolved solids In parts per ■llllon 
 
 Percent sodl\B 
 
 Hardness as CaC03 In parts per Billion 
 Total 
 Noncarbonate 
 
 Turbidity In parts per million 
 
 510 
 32 
 
 U9U 
 103 
 
 6,000 
 
 2U2 
 
 lU 
 
 1U6 
 13 
 
 Collfom In most probable number per nllllllter 
 
 RadloactiTity in mlcro-iilcro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 2U,000 
 
 2.3 
 
 1.53 
 
 
 
 2M 
 
 
 
 12.3 
 
 
 
 
 
 
 
 WATER QUALITY VARIATIONS 
 
 Zt 
 
 800 
 
 600 
 
 uoo 
 
 0-5 200 
 
 ::::'/ 
 
 f-T^M 
 
 ^tt;;^-^-.=-/---\'-- 
 
 ...I. 
 
 ^K 
 
 y- 
 
 WARM CREEK NEAR SAN BERNARDINO(STA. 50c) 
 
 141 
 
WAM CREEK AT COLTOW (STA. 50b) 
 
 Sampling Point . Station 50b is located in Section 21 of Township 1 
 South, Range h West, San Bernardino Base and Meridian. San5)les were 
 taken from the right bank near the gage at "F" Street bridge, 0.25 mile 
 north of U. S. Highway 99j and O.^l mile east of Mr. Vernon, 1.2 miles 
 east of Colton, emd 0.3 mile below the City of San Bernardino sewage 
 treatment plant . 
 
 Period of Record . April 1951 through December 1959* 
 Water Quality Characteristics . The water at this station is sodiimi- 
 calcium bicarbonate in character, moderately hard, and class 1 for irri- 
 gation. It is excellent in mineral quality for domestic use and meets 
 mineral quality standards for drinking water. This station monitors the 
 effects of the San Bernardino sewage treatment plant effluent on the 
 quality of Warm Creek surface water. 
 
 Significant Water Quality Changes . There was a slight increase in mineral 
 content in 1959 over the previous eight years of record. Bacterial counts 
 ran high in 1959, with a median of 6,200 MPN/ml. 
 
 -142- 
 
WATER QUALITY RANGES 
 
 Specific conductance (aicronhos at 2S°C) 
 
 Tenperature in °T 
 
 Dl990lTed oxygen In parts per million 
 Percent saturation 
 
 pH 
 
 Mineral constituents in parts per ■llllon 
 
 CalcluB (Ca) 
 Hagneslun (Ng) 
 Sodium (Na) 
 Potasaluni (K) 
 Carbonate (CO3) 
 Bicarbonate (HCO3) 
 Sulfate (SOv ) 
 Chloride (CI) 
 Nitrate (NOj) 
 Fluoride (F) 
 Boron (B) 
 Silica (3102) 
 
 Maxijiium of Record 
 
 1,016 
 
 87 
 
 10.2 
 107 
 
 8.U 
 
 HlnljBum of Record 
 
 UI16 
 59 
 
 0.0 
 0.00 
 
 6.6 
 
 1959 
 
 1,018 
 87 
 
 JLk. 
 
 Minimum - 19^9 
 
 877 
 60 
 
 _UL. 
 
 76 
 
 2U 
 
 118 
 
 21 
 
 0, 
 
 332 
 
 97 
 
 128 
 
 91. 
 
 2. 
 
 1. 
 
 50 
 
 30 
 
 "•.5 
 '•3 
 9.5 
 
 0.0 
 1U4 
 
 31 
 
 10.3 
 0.6 
 0.02 
 
 20 
 
 76 
 
 2U 
 118 
 
 16 
 0.0 
 261 
 
 96 
 
 lae 
 90 
 1.1. 
 
 0.76 
 
 50 
 
 30 
 
 ■•.5 
 I18 
 13.2 
 
 0.0 
 lU 
 
 52 
 
 U2 
 
 U3.U 
 0.6 
 0.23 
 
 20 
 
 Total dissolved solids in parts per Billion 
 Percent sodixn 
 
 Hardness as Ca003 in parts per Billion 
 
 Ttotal 
 Noncarbonate 
 
 Tii.-bidlty in parts per million 
 
 607 
 
 57 
 
 263 
 91 
 
 2,000 
 
 370 
 27 
 
 IW. 
 
 
 < 5 
 
 607 
 52 
 
 208 
 32 
 
 "•5 
 
 390 
 U2 
 
 lU 
 
 
 < 5 
 
 Collfom in Host probable number per milliliter 
 
 Radioactivity in micro-micro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 >7D,000 
 
 0.51 
 
 1.''7 
 
 26.22 
 
 9-1 
 
 23 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 > 70,000 
 
 0.00 
 
 0.U7 
 
 8.51 
 
 5-52 
 
 230 
 
 0.00 
 
 0.09 
 
 1.76 
 0.00 
 
 WATER QUALITY VARIATIONS 
 
 O O 
 C o 
 Id J^ 
 
 B.S 
 
 1,000 
 
 800 
 
 600 
 
 ItOO 
 
 '0'\ 
 
 'anil 
 
 ^..UJ 
 
 % 
 
 t 
 
 -/ 
 
 '-\ 
 
 ^ 
 
 \--i 
 
 WARM CREEK NEAR COLTON (STA.SOb) 
 
 143 
 
CHENO CREEK NEAR CHTNO (STA. 86) 
 
 Sainpliafi Point . Station 86 is located in Section 36 of Township 2 South, 
 Range 8 West, San Bernardino Base and Meridian. Saarples were collected 
 from the right bank, 20 feet upstream from Pine Avenue bridge, approxi- 
 mately 5 miles southeast of Chino. 
 Period of Record . April 1952 throxigh December 1959- 
 
 Water Quality Characteristics . At Station 86, Chino Creek water is calcivmi- 
 sodium bicarbonate in character, class 1 to class 2 for irrigation, and 
 very hard. Sulfate and fluoride generally exceed the recommended stand- 
 ards for drinking water. The flow at this station consists mostly of 
 waste discharges from the City of Chino sewage treatment plant. 
 Significant Water Quality Changes . Fluorides in 1959 reached a new maxi- 
 mum for the period of record of 1.6 ppm, and boron attained a maximum of 
 0.72 ppm. 
 
 ■ Ikk- 
 
WATER QUALITY RANGES 
 
 I ten 
 
 HaxLnum of Record 
 
 HlnijBum of Record 
 
 Maxlraum - 1959 
 
 Mlnimun - 1959 
 
 Specific conductance (slcromhos at 25°C) 
 
 Tanperature in °F 
 
 OLssolved oxygen In parts per million 
 Percent saturation 
 
 PH 
 
 86 
 17. U 
 
 8.9 
 
 235 
 US 
 
 5.0 
 57 
 
 6.9 
 
 1,260 
 72 
 
 11. U 
 12lt 
 
 e.fc 
 
 331 
 
 61 
 
 5.0 
 57 
 
 7.3 
 
 Mineral constituents In parts per million 
 
 Calcium (Ca) 
 Magnesium (Mg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (CO3) 
 Bicarbonate (HCO3) 
 Sulfate (SOv) 
 Chloride (CI) 
 Nitrate -(NOi) 
 Fluoride (F) 
 Boron (B)-' 
 Silica (3102) 
 
 11*3 
 U5 
 
 126 
 32 
 38 
 
 USl 
 
 29'» 
 
 80 
 
 1.9 
 
 1, 
 
 0. 
 
 50 
 
 25 
 U 
 7 
 
 1..1 
 0.00 
 
 105 
 
 11 
 
 10 
 0.0 
 0.0 
 0.00 
 
 5 
 
 l'»3 
 U2 
 
 96 
 
 lU 
 0.00 
 
 U29 
 
 29U 
 
 56 
 
 lU.O 
 1.6 
 0.72 
 30 
 
 25 
 11 
 19 
 6.8 
 
 0.00 
 
 132 
 32 
 
 20 
 0.5 
 0.5 
 
 0.06 
 30 
 
 Total dissolved solids In parts per million 
 
 Percent sodim 
 
 Hardness as CaC03 in parts per million 
 Total 
 Noncarbonate 
 
 Turbidity in parts per million 
 
 91.5 
 
 39 
 
 536 
 
 182 
 
 3,500 
 
 150 
 13 
 
 86 
 
 
 
 < 5 
 
 9lt0 
 38 
 
 536 
 
 182 
 
 65 
 
 192 
 25 
 
 108 
 
 
 < 5 
 
 Collform in most probable number per Billiliter 
 
 RadioactiTity in micro-Blcro curies par liter 
 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 2U,000 
 
 2-3 
 
 2ll,000 
 
 0.9U 
 
 0.0 
 
 1.02 
 
 0.0 
 
 23.00 
 
 0.0 
 
 10.5 
 
 0.0 
 
 O.ltO 
 
 0.18 
 U.6U 
 U.39 
 
 60 
 
 Station Dry 
 Sept. 1959 
 
 WATER QUALITY VARIATIONS 
 
 l.liOO 
 
 1,200 
 
 
 o O 
 
 8,-5 
 
 . 1,000 
 
 800 
 
 600 
 
 llOO 
 
 ... 
 
 t 
 
 I'. 
 
 fV 
 
 rV" 
 
 r\ 
 
 i 
 
 V 
 
 1- 
 
 \ 
 
 ■i 
 
 rf 
 
 1951 
 
 IM 
 
 jFli*ll4J*fO«C jF«Aaj^A90«OJ'H*HJJ*SOaC J'MAHJJASOaO 
 
 1952 
 
 1953 
 
 -\ 
 
 M 
 
 \ 
 
 1954 
 
 'a 
 
 1955 
 
 '7 
 
 J'MAHJ J«SOM0 jrMAMjJASOdO 
 
 1956 
 
 jrHAIIjjAIONO 
 
 1957 
 
 SI 
 
 IPHAMJJXSONO 
 
 1958 
 
 v:7 
 
 akHj jASONO 
 
 1959 
 
 CHINO CREEK NEAR CHINO (STA.86) 
 
 145 
 
LAKE ELSINORE NEAR EISINORE (STA. 89) 
 
 Sampling Point . Station 89 is located in Section 1 of Township 6 South, 
 
 Range 5 West, San Bernardino Base and Meridian. Sacrples were collected 
 
 from the north shore of the lake at the United States Geological Suarvey 
 
 staff gage, approximately 0.5 mile south of the junction of Riverside 
 
 Drive and State Highway 71. 
 
 Period of Record . February 1952 throiigh December 1959- 
 
 Water Q\iality Characteristics . Water at this station is xmsuitable for 
 
 recognized beneficial uses. 
 
 Significant Water Quality Changes . Water samples were collected during 
 
 the first five months of 1959* During the remaining months of the year 
 
 the lake was dry. Specific conductance ranged from 19,800 to 50,125 
 
 micromhos . 
 
 -1^6. 
 
WATER QUALITY RANGES 
 
 Iten Maximum of Record Hinlnum of 
 
 Record Maximum - 1959 Minimum - 1959 
 
 Specific conductance (mlcromhoa at ZJOC) 125,000 3, '♦97 
 
 temperature In "F 92 51 
 
 msBolTed oxygen in parts par million l8.8 U.5 
 Percent saturation 200 52 
 
 pH 9-7 7.k 
 
 50,125 19,800 
 
 83 51. 
 
 18.8 8.1. 
 189 lok 
 
 8.5 8.1. 
 
 Mineral conatltaenta In parts per million 
 
 CalclOT (Ca) 55 U7 U7 
 Magnesium (Mg) 80 5 80 80 
 Sodium (Na) 77,100 675 15,000 5,300 
 Potassium (K) 320 I9 200 200 
 Carbonate (CO3) 30,600 759 I99 
 Bicarbonate (HCO3) 29,0Ul 256 2,360 8ao 
 Sulfate (SOv) 13,350 2U8 8,0l»0 8,oUo 
 Chloride (CI 79,000 768 15,600- 5,800 
 Nitrate (NOj) 96 20 20 
 Fluoride (K) 8.U 0.6 2.1. 2.U 
 Boron (B) 88.0 0.75 15 15 
 Silica (SIO2) UO 1.0 I I 
 
 Ttotal dissolTed solids In parts per million 213,600 2,150 
 
 Percent sodiiK 99.9 8U 
 
 Hardness as CaC03 in parts per million 
 
 Ttotal 1.1.5 50 
 Koncarbonate 129 
 
 Turbidity in parts per million 500 < 5 
 
 29,893 29,893 
 96 96 
 
 1.1.5 231* 
 
 
 230 100 
 
 Coliform in most probable number per milliliter '00* O.O6 
 
 RadioactiTlty In alcro-micro curies per liter . -^ 
 
 mssolved alpha "■'" 0.0 
 Solid alpha 3-9^ 0.0 
 DissolTed beta 127-38 0.0 
 Solid beta 50.58 0.0 
 
 0.U5 0.U5 
 
 0.90 No aample 
 0.28 in Sept. 
 I..90 
 7.58 
 
 WATER QUALITY VARIATIONS 
 
 
 1.8,000 
 
 CO , 
 
 
 
 a 
 
 
 Ui 000 
 
 J 
 
 
 
 1 _J_ ^ 
 
 
 1.0,000 
 
 I \ .[M 11. _ 
 
 
 
 
 
 36,000 
 
 1 1 1 t 
 
 
 
 
 i 
 
 32,000 1 
 
 r 
 
 
 
 
 
 f.-r- 26,000 
 
 . .._ 
 
 .J ; 
 
 i 
 
 00 -f- 
 
 a ■-'^ 
 
 
 8 .. . 
 
 
 
 1 « 21*, 000 
 
 
 
 IS 
 
 
 
 
 
 i: ^ 20,000 
 
 "1 
 
 
 u — 
 
 S.3 
 
 
 1 
 
 16,000 
 
 
 i 
 
 
 
 
 
 12,000 i. 
 
 I ^ I.. 
 
 
 
 i 
 
 f 
 
 8,000 
 
 IT / 
 
 Jt Jc.:'-. 
 
 
 
 ,1 T 
 
 a 
 
 1>,000 A 
 
 1 
 
 
 
 \ "*" " 
 
 ' i 
 
 
 
 
 
 
 
 
 1951 
 
 1952 (953 1954 1955 1956 
 
 1957 1958 1959 
 
 LAKE ELSINORE NEAR ELSINORE (STA 89) 
 
 147 
 
PLATE 5 
 
 I 
 
 STREAM SAMPLING STATIONS 
 SANTA ANA REGION (NO. 8) 
 
 Station 
 
 Number Station Name 
 
 50b Warm Creek near Colton 
 
 50c Warm Creek at San Bernardino 
 
 51 Santa Ana River near Arlington 
 
 51a Santa Ana River below Prado Dam 
 
 51b Santa Ana River near Mentone 
 
 51e Santa Ana River near Norco 
 
 86 Chino Creek near Chino 
 
 59 Lake Elsinore, North Shore 
 
PLATE 5 
 
 T Z S , 
 
 rrr 
 
 I 
 
 KEY MAP 
 
 LEGEND 
 
 #'"■ SURFACE WATER MONITORING STATION 
 ■ SEWAGE WASTE DISCHARGE 
 
 A INDUSTRIAL WASTE DISCHARGE 
 
 STATE OF CALIFORNIA 
 
 THE RESOURCES AGENCY OF CALIFORNIA 
 
 DEPARTMENT OF WATER RESOURCES 
 
 SOUTHERN 61STRICT 
 
 SURFACE WATER QUALITY MONITORING 
 PROGRAM 
 
 STREAM SAMPLING STATIONS 
 
 SANTA ANA REGION (NO. 8) 
 1959 
 
 SCALE OF MILES 
 
 ' ? ? f 
 
 I 
 
LEGEND 
 
 # ' SURFACE WATER MONITORING STATIC 
 ■ SEWASE WASTE DISCHARGE 
 
 A INDUSTRIAL WASTE DISCHARGE 
 
 STATE OF CAl 
 THE RESOURCES AGENCY OF CALIFORNIA 
 
 DEPARTMENT OF WATER RESOURCES 
 
 SOUTHERN fliSTRICT 
 
 SURFACE WATER QUALITY MONITORING 
 PROGRAM 
 
 STREAM SAMPLING STATIONS 
 
 SANTA ANA REGION{NO 8) 
 1959 
 
 SCALE OF MILES 
 
San Diego Region (No. 9) 
 
 The San Diego Region (No. 9) comprises the drainage area of 
 streams flowing to the Pacific Ocean in the 90-raile reach between the 
 City of Corona Del Mar and the California-Mexico border. It has an 
 average width of about k'^ miles and includes portions of Orange, 
 Riverside, and San Diego Counties. The area of the region is about 3,870 
 square miles, of which about 3, 3^0 are mountains and foothills while only 
 530 square miles are valley and mesa lands. 
 
 The principal streams of the San Diego Region are the Santa 
 Margarita, San Luis Rey, San Dieguito, San Diego, Sweetwater, Otay, and 
 Tia Juana Rivers, and San Juan Creek. The San Luis Rey and Santa 
 Margarita Rivers have the largest drainage basins wholly within the 
 region; the largest basin is the Tia Juana River, which is about 27 per- 
 cent in California and 73 percent in Mexico. The natural runoff from 
 these eight principal streams averages about 280,000 acre-feet per year. 
 
 Steep slopes and sparse chaparral-type vegetation, with some 
 conifers at the higher elevations, are characteristic features of the 
 drainage basins. The climate is mild but relatively arid. The local 
 water supply is insufficient to support the combined water demands of 
 the urban, industrial, and agricultural developments in the region. 
 Water imported through the facilities of The Metropolitan Water District 
 of Southern California from the Colorado River supplements the local 
 supply. 
 
 The seven stream basins monitored for surveillance of surface 
 water quality in the San Diego Region and the number of stations main- 
 tained on each stream (in parentheses) are shown in the following 
 
 -IU9- 
 
San Diego Region (No. 9) 
 
 The San Diego Region (No. 9) comprises the drainage area of 
 streams flowing to the Pacific Ocean in the 90-raile reach between the 
 City of Corona Del Mar and the California-Mexico border. It has an 
 average width of about 45 miles and includes portions of Orange, 
 Riverside, and San Diego Counties. The area of the region is about 3,870 
 square miles, of which about 3, 3^0 are mountains and foothills while only 
 530 square miles are valley and mesa lands. 
 
 The principal streams of the San Diego Region are the Santa 
 Margarita, San Luis Rey, San Dieguito, San Diego, Sweetwater, Otay, and 
 Tia Juana Rivers, and San Juan Creek. The San Luis Rey and Santa 
 Margarita Rivers have the largest drainage basins wholly within the 
 region; the largest basin is the Tia Juana River, which is about 27 per- 
 cent in Calif ornia and 73 percent in Mexico. The natural runoff from 
 these eight principal streams averages about 280,000 acre-feet per year. 
 
 Steep slopes and sparse chaparral -type vegetation, with some 
 conifers at the higher elevations, are characteristic features of the 
 drainage basins. The climate is mild but relatively arid. The local 
 water supply is insufficient to support the combined water demands of 
 the urban, industrial, and agricultural developments in the region. 
 Water imported through the facilities of The Metropolitan Water District 
 of Southern California from the Colorado River supplements the local 
 supply. 
 
 The seven stj*eam basins monitored for surveillance of surface 
 water quality in the San Diego Region and the number of stations main- 
 tained on each stream (in parentheses) are shown in the following 
 
 -IU9- 
 
tabulation: 
 
 Santa Margarita River (l) San Diego River (l) 
 San Luis Rey River (l) Forester Creek (l) 
 Escondido Creek (l) Spring Valley Creek (l) 
 
 San Dieguito River (l) 
 
 The quality of the natural streajn flows in the region is 
 variable, and ranges from good to very poor. At stations where flows 
 consist primarily of sewage wastes, the quality ranges from good to 
 unsatisfactory for either domestic or irrigation use. The less than 
 normal rainfall in the winter of 1958-59 resulted in little or no runoff 
 and many of the monitoring stations vrere dry for much of 1959- The 
 continuing drought had no significant effect on the quality of surface 
 waters in the region. 
 
 -150- 
 
Santa Margarita River Basin 
 
 The Santa Margarita River is the principal stream in the 
 northern portion of the Ssui Diego Region. It drains a watershed area 
 of about jkO square miles between the San Jacinto and Palomar Mountain 
 ranges. About l60 square miles of the basin are valley and mesa lands; 
 580 square miles are mountainous. 
 
 The Santa Rosa Plateau separates the basin into an inland 
 unit drained by the Temecula Creek and Murrieta Creek, and a coastal 
 unit drained by the Santa Margarita River. Mean annual runoff from the 
 basin is estimated at 3^,300 acre-feet. 
 
 Precipitation in the basin varies widely from year to year 
 and occasional heavy winter storms cause flood damage. Rainfall rates 
 are significantly heavier along the coast than in inland areas. 
 
 The economy of the basin is based principally on diversified 
 agriculture. Most irrigation water is supplied from wells, although 
 supplementary supplies are available from a number of surface reservoirs 
 on the Santa Margarita River system. A United States Naval Reservation 
 is an important activity in the coastal portion of the basin. 
 
 The one station established to maintain surveillance of 
 surface water quality in the basin is Santa Margarita near Fallbrook. 
 It is discussed on page 152. 
 
 -151- 
 
SANTA MARGARITA RIVER NEAR FALLBROOK (STA. 51c) 
 
 Sampling Point . Station 51c is located in Section 12 of Township 9 
 South, Range h West, San Bernardino Base and Meridian. Samples were 
 collected from the left bank, 2 miles north of the Fallbrook Public 
 Utility District gage on the Santa Margarita River. 
 Period of Record . February 1951 through 1939' 
 
 Water Quality Characteristics . The water at Station 51c is sodium 
 bicarbonate-chloride in character, very hard, and meets mineral quality 
 standards for drinking water. Specific conductance values place this 
 water in class 2 for irrigation use. 
 
 Significant Water Quality Changes . Greater than normal precipitation in 
 the 1957-58 rainfall season resulted in a large reduction in mineral 
 concentrations, which in the preceding seven years had been gradually 
 increasing. Dry weather in the 1958-59 season has caused a subsequent 
 increase of mineral content. 
 
 .152- 
 
WATER QUALITY RANGES 
 
 Its 
 
 Haxlfflum of R«cord Hlnljmn of Racord fUxlnun 
 
 1959 
 
 Hlnlniai 
 
 1959 
 
 Spaclflc conductance (itlcronhoe at 25^C) 
 
 TeHperature In °F 
 
 DLssolred oxygen In parts per nlXllon 
 Percent saturation 
 
 PH 
 
 87 
 
 19 
 231 
 
 9A 
 
 561 
 
 li.e 
 
 55 
 7.1 
 
 1,W» 
 79 
 12. 
 
 lie 
 
 e.2 
 
 l-lkS 
 55 
 
 59 
 7-3 
 
 Mineral constitaenta in [>art3 per itllllon 
 
 Calclim (Ca) 
 Kagneelum (Mg) 
 Sodiun (Na) 
 Potassiim (K) 
 Carbonate (CO3) 
 Bicarbonate (HCO3) 
 Sulfate (SOv) 
 Chloride (CI) 
 Nitrate (NOi) 
 nuoride (?) 
 Boron (B) 
 Silica (3102) 
 
 113 
 39 
 22U 
 5.5 
 
 3'' 
 
 "•95 
 
 171 
 
 U68 
 
 15 
 
 0.6 
 
 0.57 
 
 liO 
 
 5k 
 
 5 
 
 23 
 
 2.7 
 0.0 
 116 
 
 8lt 
 
 97 
 0.0 
 0.0 
 0.06 
 
 25 
 
 7'> 
 
 3'' 
 
 19't 
 
 3 
 
 0, 
 
 '•73 
 
 106 
 
 185 
 
 0, 
 
 0. 
 
 0. 
 
 30 
 
 00 
 57 
 
 7* 
 
 3k 
 126 
 3.0 
 0.00 
 
 317 
 106 
 139 
 
 0.00 
 O.k 
 0.16 
 30 
 
 Total dl 3 solved solids in parts per nlllion 
 
 Percent soditM 
 
 Hardness as CaCOj In parts p«r million 
 Total 
 Noncarbonate 
 
 Inrbidity in parts per million 
 
 977 
 
 68 
 
 Ut7 
 9k 
 
 700 
 
 520 
 
 U2 
 
 1U2 
 
 
 
 713 
 
 53 
 
 368 
 78 
 
 ko 
 
 Colifom in most probable nunber per milliliter 
 
 Radioactivity In nicro-Blcro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 2k, 000 
 
 1 
 
 0.60 
 
 0.83 
 
 19.13 
 
 10.69 
 
 O.I15 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 130 
 
 .60 
 .28 
 .65 
 
 713 
 
 k5 
 
 325 
 
 
 
 _< 5 
 
 2.3 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 WATER QUALITY VARIATIONS 
 
 SA*JTA MARGARITA RIVER NEAR FALLBROOK 
 (STA 51c ) 
 
 153 
 
San Luis Rey River Basin 
 
 The San Luis Rey River Basin occupies the north central portion 
 of the San Diego Region. Its drainage area is about 5^5 square miles, of 
 which 505 square miles are mountainous and about 60 square miles are mesa 
 and valley lands. It is bounded on the north by the Palomar Mountains, 
 and on the south by the Merriam and San Marcos Mountains. The headwaters 
 area of San Luis Rey River are in the mountains surrounding Lake Henshaw. 
 From Lake Henshaw the river flows about 50 miles in a westerly direction 
 to the ocean near Oceanside. The mean annual runoff of the San Luis Rey 
 River is estimated at 62,200 acre-feet. 
 
 Rainfall is sparse, and usually occurs only in the winter and 
 spring. Water rarely flows in the reach of the river from Pala to the 
 ocean except after extremely heavy rainstorms. In 1959 "the station at 
 PsLLa was dry throughout the year. Above Pala, water is diverted from San 
 Luis Rey River at a point 5 miles below Henshaw Dam and exported from the 
 basin to Lake Wohlford on Escondido Creek from where it supplies the 
 communities of Escondido and Vista. Lake Henshaw has never filled since 
 its construction in 1922; in 1959 it stored very little water. Lake 
 Henshaw is the only body of water aivailable for recreational use in the 
 river basin. 
 
 The econony of the basin is based on irrigated agriculture. 
 The surface water supplies are not sufficient to meet the water require- 
 ments in the basin. Most of the irrigation water is drawn from wells. 
 In 1959 a portion of the basin's water requirements downstream from Pala 
 was supplied by the importation of Colorado River water. There are no 
 
 -15^+- 
 
significant waste discharges to the stream system above the sampling 
 station. 
 
 The one station established to maintain surveillance of surface 
 water quality in San Luis Rey River is San Luis Rey near Pala. It is 
 discussed on page I56. 
 
 ■155- 
 
SAN mis REY RIVER NEAR PALA (STA. 62) 
 
 Sampling Point . Station 62 is located in Section 36 of Township 9 South, 
 Range 2 West, San Bernardino Base and Meridian. Samples were collected 
 from the right bank below Pala Diversion Dam and the United States 
 Geological Survey summer gage, 1.8 miles east of Pala. 
 Period of Record . March 1951 through 1959- 
 
 Water Quality Characteristics . The water at this station is calcium- 
 sodium bicarbonate- sulfate in character and very hard. It Is class 1 for 
 irrigation and meets drinking water standards for mineral quality. 
 Significant Water Quality Changes . The mineral content in 1959 increased 
 slightly over that of 1958> but has remained nearly uniform for the nine 
 year period of record. There was little flow from January to June 1959 
 and the station was dry the remainder of the year. 
 
 .156. 
 
WATER QUALITY RANGES 
 
 Ita 
 
 Maxljnujn of Record 
 
 Mlnlnun of Record 
 
 Maximum - ]9>9 
 
 Minimum - 1959 
 
 Specific conductance (mlcromhos at 25°C) 
 
 Temperature In °F 
 
 DlaoolTed oxygen In parts par million 
 Percent saturation 
 
 PH 
 
 818 
 7S 
 
 10.8 
 109 
 
 8-? 
 
 ?9f 
 
 ?0 
 
 ? 
 Ii8 
 
 7.0 
 
 697 
 66 
 
 10.5 
 106 
 
 lJi_ 
 
 610 
 61 
 6.1, 
 
 Z.2- 
 
 Mineral constituents In parts per million 
 Calcium (Ca) 
 Magnesium (Mg) 
 Sodium (Na) 
 Potasslun (K) 
 Carbonate (COj) 
 Bicarbonate (HOO3) 
 Sulfate (SOv) 
 Chloride (CI) 
 Nitrate (HO1) 
 Fluoride (F) 
 Boron (B) 
 Silica (3102) 
 
 66 
 26 
 
 SO 
 
 5 
 
 11 
 ?50 
 152 
 91 
 b.<. 
 0.6 
 0.27 
 ?0 
 
 3li 
 
 1? 
 
 32 
 3.8 
 0.0 
 100 
 
 k5 
 
 20 
 0.0 
 0.1 
 0.0 
 
 15 
 
 62 
 22 
 
 50 
 k.6 
 0.0 
 156 
 152 
 
 U5 
 0.0 
 
 0.1 
 0.00 
 
 35 
 
 62 
 
 22 
 
 U2 
 I1.6 
 0.0 
 
 151 
 
 152 
 
 38 
 0.0 
 0.1 
 0.00 
 
 35 
 
 Total dissolTed solids in parts per alllion 
 
 Percent sodivM 
 
 Hardness as CaCOj in parts per million 
 Total 
 Noncarbonate 
 
 Torbidity in parts per million 
 
 500 
 
 272 
 122 
 
 29 
 
 318 
 
 12 
 
 118 
 I16 
 
 500 
 
 30 
 
 217 
 121 
 
 < 5 
 
 500 
 
 27 
 
 228 
 100 
 
 < 5 
 
 Coliform in most probable number per milliliter 
 
 RadioactiTlty in micro-micro curies par liter 
 DissolTed alpha 
 Solid alpha 
 DissolTed beta 
 Solid beta 
 
 2,llOO 
 
 l.M* 
 0.62 
 
 19.90 
 
 31-33 
 
 .U5 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 700 
 
 0.00 
 
 0.09 
 
 0.17 
 2.73 
 
 lj.5 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 WATER QUALITY VARIATIONS 
 
 u o 
 
 P OJ 
 
 
 900 
 800 
 
 700 
 600 
 500 
 IjOO 
 300 
 200 
 100 
 
 
 I 
 
 mkg 
 
 '/^i::::::::::' 
 
 ^\r< 
 
 .5..i 
 
 ',. 
 
 I": 
 
 ft 
 
 1991 
 
 I; 
 
 1932 
 
 m 
 
 1953 
 
 1934 
 
 :::!:s 
 
 1955 
 
 r.s.:. 
 
 1956 
 
 1957 
 
 7:1 
 
 1958 
 
 1959 
 
 SAN LUIS REY RIVER NEAR PALA (STA.62) 
 
 157 
 
Escondido Creek Basin 
 
 Escondido Creek Basin is located in the central portion of the 
 San Diego Region. The watershed area of 215 square miles consists of 165 
 square miles of mountainous terrain and about 50 square miles of valley 
 and foothill lands. Escondido Creek extends about 20 miles southwesterly 
 from Lake Wohlford to the ocean at San Eli jo Lagoon. The mean annual 
 jninoff of Escondido Creek is estimated to be about if, 000 acre-feet. 
 
 Lake Wohlford Reservoir stores local surface water and waters 
 imported from the San Luis Rey River and the Colorado River. Water from 
 Lake Wohlford is used for municipal purposes in the City of Escondido and 
 at Vista, and for irrigation in the Escondido Valley and around Vista. 
 The use at Vista constitutes an export. The reservoir is also used for 
 electric power production and recreation. 
 
 Agriculture is highly developed in the valley and foothill areas 
 and water for irrigation is obtained from both surface and underground 
 sources. 
 
 The major discharge of waste water to Escondido Creek is 
 effluent from the City of Escondido' s sewage treatment plant (1.0 mgd). 
 A granite quarry discharges cutting-waste water and mud to the stream 
 near Harmony Grove at various times. 
 
 The one station established to maintain surveillance of surface 
 water quality in Escondido Creek is Escondido Creek near Harmony Grove. 
 It is discussed on page 160. 
 
 -159- 
 
ESCONDIDO CREEK NEAR HARMONY GROVE (STA. 63) 
 
 Sampling Point . Station 63 is located in Section 30 of Township 12 
 
 South, Range 2 West, San Bernardino Base and Meridian. Samples were 
 
 collected at the Harmony Grove Road crossing at the culvert, h miles 
 
 south of Escondido. 
 
 Period of Record . March 1951 through 1959. 
 
 Water Quality Characteristics . The flow of Escondido Creek is primarily 
 
 effluent from the City of Escondido sewage treatment plant. The water is 
 
 sodium chloride- sulfate in character, very hard, class 2 for irrigation, 
 
 and generally does not meet drinking water mineral quality standards. 
 
 Boron is usually present in quantities greater than O.5 ppm. 
 
 Significant Water Quality Changes. None. 
 
 -loO- 
 
WATER QUALITY RANGES 
 
 Ita 
 
 Haxlnum of Record 
 
 Hlnlnim of Record 
 
 (Uxlmun - 195? 
 
 Hlnlntn - 1959 
 
 Specific conductence (mlcromhoe at 25°C) 
 
 Taaperature In °F 
 
 Dl9»olTed oxygen In parts par million 
 Percent saturation 
 
 PH 
 
 Mineral constituents in parte per million 
 Calcim (Ca) 
 Hagneslun (Hg) 
 Sodium (Na) 
 PoUssiw (K) 
 Carbonate (COi) 
 Bicarbonate {nOO-j) 
 Sulfate (SOr) 
 Chloride (CI) 
 nitrate (NOi) 
 nuorlde (?) 
 Boron (B) 
 Silica (SIO2) 
 
 3.012 
 83 
 
 22 
 
 161 
 
 JJ_ 
 
 33fl 
 116 
 O.lt 
 
 a.o 
 6.6 
 
 1,970 
 Ik 
 
 10.0 
 100 
 
 aji- 
 
 1.668 
 
 5U 
 
 3.1i 
 31 
 
 89 
 
 61 
 30lj 
 
 18.U 
 
 31 
 351 
 33S 
 li50 
 
 52.1 
 1.2 
 
 1.68 
 30 
 
 17 
 6 
 
 38 
 8.5 
 0.0 
 
 62 
 
 Uo 
 
 k5 
 
 
 
 0.2 
 
 0.2 
 
 _J 
 
 87 
 39 
 259 
 17 
 12 
 299 
 293 
 312 
 21 
 0.5 
 0.62 
 _22 
 
 6li 
 
 35 
 217 
 16 
 0.0 
 235 
 261 
 236 
 18 
 O.U 
 0.50 
 _2Q 
 
 Total diseolTed solids in parts per allllon 
 Percent sodl\B 
 
 Hardness as CaC03 in parts p«r Billion 
 
 Total 
 Noncarbonate 
 
 Turbidity in parts per Billion 
 
 1,375 
 69 
 
 881 
 179 
 
 3,500 
 
 200 
 Ui 
 
 67 
 15 
 
 < 5 
 
 1,151 
 62 
 
 369 
 153 
 
 300 
 
 l,031i 
 58 
 
 3?0 
 118 
 
 < 5 
 
 Colifomi in Bost probable nunber per milliliter 
 
 RadioactlTlty In micro-micro curies per liter 
 QissolTed alpha 
 Solid alpha 
 UssolTed beta 
 SoUd beta 
 
 70,000 
 
 0.65 
 
 0.09 
 
 12.90 
 
 15. 8U 
 
 0.1(5 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 6,200 
 
 0.10 
 
 0.09 
 
 12.90 
 
 6.68 
 
 O.t.5 
 
 0.08 
 0.08 
 0.08 
 0.00 
 
 WATER QUALITY VARIATIONS 
 
 ESCONOIDO CREEK NEAR HARMONY GROVE 
 (STA 63) 
 
 161 
 
San Dieguito Hiver Basin 
 
 The San Dieguito Klver Basin is .located in the central part of 
 the San Diego Region. The vratershed area of 32? square miles consists 
 of 29^ square miles of mountainous terrain, and about 33 square miles 
 of foothills and valley plain. San Dieguito River flows a distance of 
 about 53 miles in a southwesterly direction from the Volcan Mountains to 
 the ocean near Del Mar. Above its confluence with its principal tribu- 
 tary, Santa Maria Creek, it is named Santa Ysabel Creek. Mean annual 
 runoff of the basin has been estimated at J+3)800 acre feet. 
 
 Precipitation is extremely variable, and most of the stream 
 flow ceases soon after winter storms. Tv/o reservoirs store the greater 
 part of the surface flovr; Southerland Reservoir on Santa Ysabel Creek, 
 and Lake Hodges on San DicgulLo Hiver. In j-ecent years thcrp has been 
 no flow recorded in the reach between Lake Hodges and the ocean. Lake 
 Hodges in 1959 storeci 0''il;/ CoLo-auo ilivci- water conve;/ed by the San 
 Diego Aqueduct of the l-'etropolltan Wator District oP Scjutliern California 
 to o.'in Die-c •.Jounty Writer Authorities distr lout ion system. Southerland 
 ;-;csei-voir aas stoi'evi ve^'y little wJ.'ter since its coiist.ruction was 
 C(;n;ijielccj in 19>''i . liotli reservoirs are used for llj:]lted recreational 
 .)i)ri;oses . 
 
 Th(! economy of i-i'ie basin is agricultural, and the valley lands 
 are used for cattle grazing, dry fannin,g, and irrigated orchards and 
 crops. The local water siipplies are insufficient for present develop- 
 ment and supplemental water supplies are imported from the Colorado 
 River. 
 
 ■162- 
 
There are no significant vmste discharges entering the stream 
 channels of the San Dieguito River system. 
 
 The one station established in the San Die^ito River Basin 
 to maintain surveillance of surface water quality is San Dieguito River 
 below San Pasqual Valley, It is discussed on page l6U. 
 
 -163- 
 
SAN DIEGUrrO RIVER BELOW SAN PASQUAL VALLEY (STA. 6U) 
 
 Sampling Point . Station 6h is located in Section 1 of Township 13 South, 
 Range 2 West, San Bernardino Base and Meridian. Samples were collected 
 from the right bank, 75 yards upstream from the United States Geological 
 Survey gage which is 2.5 miles upstream from the Highway 395 bridge or 
 U.5 miles southeast of Escondido and 5 miles west of San Pasqual. 
 Period of Record . April 1951 through 1959. 
 
 Water Quality Characteristics . The water at this station is predominant- 
 ly a sodium-chloride or sodium-bicarbonate type, with calcium, or some- 
 times magnesium, as the secondary cation. It is moderately hard to very 
 hard water, usually class 1 for irrigation use, and meets drinking water 
 mineral quality standards. 
 Significant Water Quality Changes . None . 
 
 -l6U. 
 
WATER QUALITY 
 
 RANGES 
 
 ItoB Maxlnura of Record Mlnlaum of Record Maxljnun - 1959 | (11nljina» - 1959 
 
 Specific conductance (mlcromnos at 2S'>C) 1,235 
 
 Tnaperature In °F 95 
 
 HaaolTed oxjrgen In parts par million 10.8 
 Percent saturation I33 
 
 pH 8. It 
 
 192 
 
 No Flow during 1959 
 50 
 
 6.0 
 75 
 
 7.2 
 
 Mineral conatltaenta In parta per Billion 
 
 Calcl\ra (Ca) 69 
 Magnesium (Mg) l»7 
 Sodlun (Na) lllO 
 Potaeslian (K) 7.2 
 Carbonate (CO3) 17 
 Bicarbonate (HOO3) 349 
 Sulfate (SOl) I36 
 Chloride (Cl) I87 
 Nitrate (NO1) 1.8 
 riuorlde (F) O.6O 
 Boron (B) O.lU 
 Silica (3102) IK) 
 
 19 
 7 
 
 10 
 
 2.2 
 
 83 
 
 11 
 
 12 
 
 0.00 
 
 o.Uo 
 
 0.00 
 20 
 
 Total dlsaolTed solids in parta per wHlion 7£0 
 
 Percent sodl\a 67 
 
 Hardness as CaC03 in parta per Billion 
 
 Ttotal 367 
 Noncarbonate 120 
 
 Ittrbldlty In parts per million 1,750 
 
 130 
 38 
 
 112 
 15 
 
 2 
 
 Collform In most probable number par milliliter 21*, 000 
 
 Radioactivity in micro-micro curies per liter 
 
 DissolTed alpha 0.26 
 Solid alpha 0.00 
 Dissolved beta 33.72 
 SoUd beta 8.53 
 
 2.3 
 
 0.00 
 0.00 
 
 11.31 
 
 O.OQ 
 
 WATER QUALITY VARIATIONS 
 
 i,uoo . 
 
 
 
 
 1,200 
 
 i ^ 
 
 
 
 1,000 1 __. 
 
 
 So -1 
 
 
 S ^ " r t' ""■ 
 
 s ^ 800 1 1 
 
 
 1: 1 
 
 
 i| 600 ,._ 
 
 
 11 i I 
 
 
 uoo ..L 
 
 
 1 \r — 
 
 
 200 
 
 
 
 
 
 
 
 <) 
 
 8 1 SC-^ . 
 
 
 7 JJ.S. 
 
 
 6 ,1S - - 
 
 
 5 + » -^ 
 
 •^ 5 -|- 4- - - 
 
 
 Ski ■' 
 
 
 1 3 . I 3,1 - 
 
 T t t j| 1 
 
 • Tt't Y + 
 
 Q 2 11. 1..^.. 
 
 
 1 -R-4-l^ t-- 
 
 1 
 
 . ,, , ...1. IS.ill, \i 
 
 1 ■ 1 1f"f' 1 1" 
 
 ...... \ J. J,. 1 ' 11,, J ...}.. 
 
 
 4SONOJ«M«tlJjASONOjrilAMjJ*SONO>'ll*M>jaSO>«0J)MAMjja9ON0 
 
 1951 1952 1953 1954 195 
 
 5 1956 1957 1958 1959 
 
 SAN DIE6UIT0 RIVER NEAR SAN PASQUAL VALLEY 
 (STA 64 ) 
 
 165 
 
San Diego River Basin 
 
 The San Diego River Basin is located in the south central part 
 of the San Diego Region. The watershed has an area of ^39 square miles, 
 consisting of 393 square miles of mountainous terrain and about k2 square 
 miles of mesa and valley lands. The headwater area lies in the Cuyamaca 
 Mountains near Julian. The river system, about ^5 miles long, drains two 
 inland veilley basins and coastal Mission Valley before discharging into 
 Mission Bay, near San Diego. The mean annual runoff of the San Diego 
 River is estimated at '^k,600 acre-feet. 
 
 Precipitation in the basin is highly variable and occvirs prin- 
 cipally as rainfall in the winter and spring and infrequently as summer 
 storms of high intensity. Precipitation in the coastal area is somewhat 
 lighter than in the interior areas. 
 
 Stream flow is conserved at three principal reservoirs: 
 Cuyamaca, El Capitan, and San Vicente. Cuyamaca Reservoir is located in 
 the headwater area on Boulder Creek. El Capitan Reservoir is situated 
 about midway on the main stem of the San Diego River. San Vicente 
 Reservoir is located on San Vicente Creek, a tributary to the San Diego 
 River downstream from El Capitan Reservoir. There are also a number of 
 smaller reservoirs on the stream system. San Vicente Reservoir stores 
 Colorado River water imported for municipal use in the City of San Diego. 
 All reservoirs are open for fishing. 
 
 Economic activity in San Diego River Basin has been agricultural 
 but it is rapidly being urbanized. Residential, commercial, and light 
 industrial activities are increasing as the City of San Diego expands. 
 Irrigated agriciilture utilizes ground water s\jpplies primarily, supple- 
 mented in some areas by surface supplies of both local and imported waters. 
 
 -166- 
 
Urban water supplies in the lov/er basin are primarily imported while 
 ground water supplies these needs in the upper basin. Current use of 
 imported water exceeds the average annual natural supply. 
 
 The major waste water discharges to the streajn channels are 
 effluents from sewage treatment plants. The largest waste discharge is 
 that of the City of El Cajon, amounting to about 2.1 ragd. Some of it is 
 used for irrigation of a golf course and a ball park, but the greater 
 part of the flow is discharged to Forester Creek, tributary to San 
 Diego River. Other w<aste water discharges are sewage plant effluents 
 from the Santee County Water District (0.7 nigd), San Diego County's 
 Gillespie Field (0.04 mgd) to Forester Creek, and Camp Elliot (O.ij mgd) 
 to 1-turphy Canyon. 
 
 Natural flows in the lower reaches of the river occur only 
 after heavy rainstorms. In 1959 the station at Old Mission Dam was a 
 ix3nd during most of the year. Forester Creek flows consisted almost 
 entirely of sewage. 
 
 The two stations established to maintain surveillance of 
 
 surface water quality in the San Diego River Basin are: 
 
 Page Lumber of 
 Monitoring Station Station Discussion 
 
 San Diego River 
 
 at Old Mission Dam 168 
 
 Forester Creek 
 
 at Mission Gorge Road I70 
 
 -i6t- 
 
SAN DIEGO RIVER AT OLD MISSION DAM (STA. 65) 
 
 Sampling Point . Station 65 is located in Section 25 of Township 15 
 South, Range 2 West, San Bernardino Base and Meridian. Samples were 
 collected from the left bank just below Old Mission Dam, 3 miles west of 
 Santee . 
 
 Period of Record . April 1951 through 1959. 
 
 Water Quality Characteristics . The water at this station is character- 
 ized as a sodium chloride -sulfate type, and exceeds the recommended 
 limits for mineral constituents in drinking water. Chloride concentra- 
 tions have generally placed this water in class 2 or class 3 for irriga- 
 tion use throughout the period of record. Boron content often exceeds 
 0. 5 ppm. 
 
 Significant Water Quality Changes . The water at Station 65 was ponded 
 above and below the dam most of the year of 1959- The water quality 
 remained essentially the same as that of 1958, but continued to indicate 
 a general degradation over the eight years of record. Manganese was 
 reported high in May 1959 (0.6 ppm) . 
 
 -168- 
 
WATER QUALITY RANGES 
 
 Item 
 
 Maxljnum of Record 
 
 HlnliBum of Record 
 
 Majdjiiuiii - 1959 
 
 Mlnlmun - 1959 
 
 Specific conductance (raicromhoa at 25°C) 
 
 Teaperature In °F 
 
 Dl98olTed ojygen In parts per million 
 Percent saturation 
 
 pH 
 
 h,n«8 
 
 87 
 
 27 
 351i 
 
 9.0 
 
 360 
 
 18 
 
 2.8 
 27 
 
 6.6 
 
 ?,hOO 
 
 8L 
 
 16.0 
 182 
 
 8.5 
 
 2,01? 
 58 
 
 2.8 
 27 
 
 7.l> 
 
 Mineral constituents in parts per Billion 
 Calciun (Ca) 
 Magnesium (Hg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (COj) 
 Bicarbonate (HOO3) 
 Sulfate (SOl) 
 Chloride (CI) 
 Nitrate (NOj) 
 Fluoride (?) 
 Boron (8) 
 Silica (SiOj) 
 
 156 
 120 
 U92 
 
 lli 
 
 26 
 
 683 
 
 311. 
 
 1,060 
 
 li5 
 7.3 
 
 0.66 
 
 50 
 
 16 
 
 7 
 
 a2 
 
 2.7 
 
 
 57 
 lU 
 51* 
 
 
 
 
 
 0.06 
 
 5 
 
 103 
 
 60 
 
 332 
 
 Ih 
 
 
 
 35I4 
 
 253 
 
 1j90 
 
 5 
 
 0.7 
 0,65 
 20 
 
 99 
 
 50 
 
 278 
 
 13 
 
 
 22? 
 
 25? 
 38"; 
 
 6.6 
 
 0.5 
 
 IS 
 
 Total dissolved solids in parts per Billion 
 Percent sodiia 
 
 Hardness as CaCOj In parta per million 
 
 Total 
 Noncarbonate 
 
 Tiirbidily in parts per million 
 
 2,779 
 
 ^9 
 
 983 
 610 
 
 2,000 
 
 2U1 
 
 1*3 
 
 70 
 ?3 
 
 < 5 
 
 1,U39 
 59 
 
 U96 
 313 
 
 liOO 
 
 1,388 
 56 
 
 U51 
 171 
 
 < 5 
 
 Coliform in most probable number per milliliter 
 
 Radioactivity in micro-micro curies per liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 700 
 
 0.81 
 
 1-35 
 
 13.58 
 
 15.23 
 
 700 
 
 0.00 
 0.00 
 0.00 
 0.00 
 
 0.1i9 
 0.28 
 
 5.00 
 
 6-112 
 
 13 
 
 0.20 
 0.16 
 l.?8 
 2.1Q 
 
 WATER QUALITY VARIATIONS 
 
 1,?00 
 
 " 1,000 
 
 a 
 
 ^ 800 
 
 •S 600 
 
 I Uoo 
 
 200 
 
 5,000 
 
 z:'V 
 
 'i 
 
 ,:::: 
 
 SAN DIEGO RIVER AT MISSION DAM (STA. 65) 
 
 169 
 
FORESTER CREEK AT MISSION GORGE ROAD (STA. 65a) 
 
 Sampling Point . Station 65a is located in Section 28 of Township 15 
 
 South, Range 1 West, San Bernardino Base and Meridian. Samples were 
 
 collected from the center of the stream just upstream from Mission Gorge 
 
 Road. 
 
 Period of Record . March 195^ through 1959. 
 
 Water Quality Characteristics . The water at Station 65a is sodium 
 
 chloride -sulfate in character, class 2 for irrigation, and very hard. It 
 
 does not meet drinking water standards for mineral constituents. 
 
 Significant Water Quality Changes . Bacterial counts were high in 1959^ 
 
 reaching a maximum of 62,000 MPN/ml. 
 
 -170- 
 
WATER QUALITY RANGES 
 
 Item 
 
 HaxUnum of Record 
 
 Mlninun of Record 
 
 MajdjnuM - 1959 
 
 Mlnloiun 
 
 1959 
 
 Specific conductance (mlcronhoa at 2S°C) 
 
 Temperature in °F 
 
 Dissolved oxygen in parts par million 
 Percent saturation 
 
 PH 
 
 2,381 
 
 8lt 
 
 15.0 
 179 
 
 8.1 
 
 1,531 
 57 
 
 0.0 
 
 0.0 
 
 6.8 
 
 2,100 
 81. 
 
 ll».0 
 
 159 
 
 8j^ 
 
 1,71*2 
 67 
 
 0.00 
 0.00 
 
 7.3 
 
 Mineral constltaenta in parta per million 
 
 Calcium (Ca) 
 Magnesium (Mg) 
 Sodium (Na) 
 Potassium (K) 
 Carbonate (CO3) 
 Bicarbonate (MCO3) 
 Sulfate (SOl) 
 Chloride (CI) 
 Nitrate (NOi) 
 Fluoride (F) 
 Boron (B) 
 Silica (Si02) 
 
 101 
 
 65 
 
 320 
 22 
 
 0.00 
 1.59 
 
 337 
 U82 
 129 
 
 1.0 
 1.08 
 
 25 
 
 52 
 
 3lt 
 
 180 
 
 15 
 
 0.00 
 110 
 
 123 
 251 
 0.00 
 
 o.u 
 
 0.2l» 
 5 
 
 85 
 
 UO 
 
 253 
 
 18 
 
 0.00 
 
 U59 
 
 255 
 
 329 
 
 0.00 
 
 0.7 
 
 0.82 
 20 
 
 69 
 
 20lt 
 
 16 
 
 0.00 
 
 305 
 
 255 
 
 262 
 0.00 
 O.U 
 O.U5 
 20 
 
 Ibtal dissolved solids in parts per million 
 
 Percent sodlva 
 
 Hardness as CaC03 In parts per million 
 Total 
 Noncarbonate 
 
 Itorbidity in parts per million 
 
 1,510 
 63 
 
 U51 
 278 
 
 uoo 
 
 929 
 '►9 
 
 210 
 
 
 < 5 
 
 1,193 
 63 
 
 376 
 97 
 
 UO 
 
 1,050 
 U9 
 
 310 
 
 
 < ? 
 
 Collfonn in most probable number per milliliter 
 
 Radioactivity in micro-micro curies par liter 
 Dissolved alpha 
 Solid alpha 
 Dissolved beta 
 Solid beta 
 
 62,000 
 
 1*5 
 
 62,000 
 
 o.uo 
 
 o.u? 
 
 18.50 
 15.1*5 
 
 0.00 
 
 0.00 
 
 0.00 
 0.00 
 
 0.1*0 
 0.1*7 
 
 3.39 
 9.18 
 
 230 
 
 0.00 
 0.00 
 2.10 
 2.21* 
 
 WATER QUALITY VARIATIONS 
 
 500 
 
 liOO 
 
 300 
 
 200 
 
 100 
 
 
 
 
 --1- T 
 
 
 
 
 
 y i 
 
 f5 ,> 
 
 : 
 
 ' ' ' >'■' ^ ,-. /'• 
 
 T " 1 
 
 >..'' ^ 
 
 
 
 
 
 
 
 o o 
 
 CO 
 
 ■i 
 , 2 
 
 3,000 
 
 2,000 
 
 1,000 
 
 '■sv::::z/:S 
 
 1951 
 
 1952 
 
 1953 
 
 jFMAMjjASONQjFMAHJJASONOjFMkUJJASOMCJrMAtlJJASONOjFMAMJJASONOJrMAUjJASONOjFMAItJjAtOltO 
 
 1954 
 
 1955 
 
 1956 
 
 1957 
 
 'AX) 
 
 1958 
 
 SiZ 
 
 PMAHJJASONC jrMAHjJASONC 
 
 1959 
 
 FORESTER CREEK AT MISSION GORGE ROAD 
 (STA. 65a) 
 
 17! 
 
Sveetvater River Basin 
 
 Sweetwater River Basin is located in the southern portion of 
 the San Diego Region. The drainage area consists of about l80 square 
 miles of mountainous terrain. The source of the Sweetwater River is the 
 western slopes of the Cuyaraaca and Laguna Mountains, from which the river 
 flows southwesterly 57 miles to San Diego Bay, near National City. The 
 mean annual runoff is estimated to be about 17,700 acre-feet. 
 
 Sweetwater Reservoir, near La Pressa, and Loveland Lake 
 Reservoir, upstream near Alpine, conserve most of the surface water flow. 
 Imported Colorado River water is also stored in Sweetwater Reservoir. 
 
 Surface water supplies are used for irrigation, municipal, and 
 industrial purposes. The lower Sweetwater River Basin is rapidly chang- 
 ing from agriculture to an urban complex. 
 
 The only waste water discharge to the stream system of signifi- 
 cant magnitude is effluent from the Spring Valley sewage treatment plant 
 (0.7 ragd). The waste is discharged to Spring Valley Creek, tributary to 
 Sweetwater River below Sweetwater Dam. 
 
 The one station established to maintain surveillance of surface 
 water quality on the Sweetwater River system is Spring Valley Creek near 
 La Pressa. It is discussed on page 17'+. 
 
 ■173- 
 
SPRING VALLEY CREEK NEAR LA PRESSA (STA. 65b) 
 
 Sampling Point . Station 65b is located in Section 1? of Township 17 
 South, Range 1 West, San Bernardino Base and Meridian. Samples were 
 collected downstream from the Spring Valley Sewage Treatment Plant near 
 La Pressa. 
 
 Period of Record . March 1958 through 1959- 
 
 Water Quality Characteristics . The water at this station is sodium 
 chloride in character and extremely hard. It is unsuitable for recog- 
 nized beneficial uses. 
 
 Significant Water Quality Changes . Although the quality of the water 
 was very poor in 1959? it showed a slight improvement over that of 1958' 
 The specific conductance values varied from 1,112 to ^,^8^4- micromhos and 
 total dissolved solids ranged from 2, OlU to 3>036 ppm in 1959« 
 
 ■Ilk- 
 
WATER QUALITY 
 
 RANGES 
 
 Itam MaxUnum of Record Minimum of Record Maximum - 1959 Minimum - 1959 
 
 Specific conductance (mlcrorahos at 250C) 5,058 
 
 IBmperature In °F Bh 
 
 nissolvod oxygen In parts per million 17-0 
 Percent saturation 210 
 
 pH 8A 
 
 3,172 U,i^ 3,172 
 
 59 81. 62 
 
 7.6 11.0 7.6 
 80 135 90 
 
 7.6 8.2 7.6 
 
 Mineral constituents in parts per million 
 
 Calcium (Ca) 215 
 Magnoslv.r, (Mg) lllO 
 Sodium (Na) 68U 
 Potassium (Kl I3 
 Carbonate (CO3) 0.00 
 Bicarbonate (HCO3) 14,9 
 Sulfate (SOl) 1^5 
 Chloride (CI) 1,260 
 Nitrate (NO3) 61,5 
 Fluoride (F) 1.0 
 Boron (B) 0.75 
 Silica (SIO2) 30 
 
 121 206 121 
 78 105 78 
 1*26 612 1.26 
 3.0 13 1.0 
 
 0.00 0.00 0.00 
 320 1.29 320 
 350 U27 350 
 673 1,060 673 
 26 1.8 26 
 O.U 0.6 0.5 
 0.52 0.75 O.^k 
 10 30 30 
 
 Total dissolved solids In parts per million 3>260 
 
 Percent sodloi 59 
 
 Hirdness as CaCOi In parts per million 
 
 Total 1,108 
 Noncarbonate T^tO 
 
 Turbidity in parts per million 30 
 
 2,011. 3,036 2,0lU 
 56 59 57 
 
 625 966 625 
 355 651. 355 
 
 < 5 30 < 5 
 
 Collf orm in most probable number per milliliter TOO 
 
 Radioactivity In micro-micro curies par liter 
 
 Dissolved alpha O.5I 
 Solid alpha O.SU 
 Dissolved beta 6. 71 
 Solid beta 1*-15 
 
 23 700 23 
 
 0.17 0.51 0.17 
 0.09 0.09 0.09 
 0.25 3-27 0.25 
 0.00 0.67 0.00 
 
 WATER QUALITY VARIATIONS 
 
 
 T I 
 
 1 . _ ._ 
 
 2,000 
 
 T r 1- 
 
 
 T \ 
 
 » 1.000 J- 
 
 ::-;: :;:::^;:::: 
 
 u 
 
 ^s- 
 
 •5 
 
 
 
 
 
 5,000 _ -. _ -- -- 
 
 i 
 
 
 ->./ T 
 
 l*,000 _. 
 
 _ _ i \ 
 
 0^ 
 
 3.-J4- 
 
 CO "•" - 
 
 o*^ 3,000 -- 
 
 t 
 
 3 4J 
 
 C * 
 
 
 CB ' ~~- ---- 
 
 " 2 
 
 ■§ 2,000 
 
 
 -0 , 
 
 
 3 + 
 
 1,000 -- -r - - 
 
 
 
 
 
 
 
 
 
 
 <- ■» _ _ 
 
 
 2 
 
 """ 1 "" 
 
 J 1 ^ 
 
 f > 
 
 i\ 4 
 
 
 
 5 
 
 ". "' .n "■ 
 
 
 ASONDjFH*lljjASONOjra*Mjj«SOMI)jPIIAIIjjaSON0jrM«MjJ*9ON0 
 
 1951 1952 1953 1954 195 
 
 5 1956 1957 1958 1959 
 
 SPRING VALLEY CREEK NEAR LA PRESSA 
 {STA.65b) 
 
 175 
 
Tia Juana River Basin 
 
 The Tia Juana River Basin is located both in Mexico and the 
 United States. The portion in the United States is adjacent to the 
 southern boundary of the San Diego Region. The total watershed area is 
 about 1,6^5 square miles of which only about 510 square miles are in the 
 United States. The major portion of the area in the United States is the 
 Cottonwood Creek drainage vAiich originates in the Laguna Mountains and 
 flows westerly and southerly into Mexico to join the Tia Juana River. 
 The Tia Juana River then flows back into the United States and discharges 
 into the ocean about one-quarter of a mile north of the International 
 Boundary. 
 
 The mean annual runoff of Cottonwood Creek at the International 
 Boundary is estimated to be about 39^000 acre-feet. The mean annual flow 
 of the Tia Juana River at the International Boundary including flow from 
 both countries is estimated to be about 90,000 acre-feet. The flow of 
 Cottonwood Creek is essentially developed by Morena and Barrett Dams in 
 the United States. The flow of the major portion of the Tia Juana River 
 watershed in Mexico is regulated by Rodriguez Reservoir. Surface W9.ter 
 flow in the Tia Juana River in California is rare and only occurs after 
 heavy rains. 
 
 The development in the Cottonwood Creek drainage area consists 
 of sparsely settled ranches and some recreational areas. The Tia Juana 
 River Valley in California is primarily agricultural with urban encroach- 
 ment occurring. Water for irrigation is developed by wells. 
 
 The one station established for surveillance of surface water 
 quality in the Tia Juana River Basin is Tia Juana River at International 
 Boundary. It is discussed on page IT^. 
 
 -177- 
 
TIA .WiKlk 1>T:1^' ■VKKV.kTlO^'iAL .^OfJiCDAHY (STA. 66) 
 
 .■■larro:i.iv:>;; Poi ■'. . 3t;;.t. 'on 66 i.^ located in Section 1 of Township 19 oOiit.h, 
 
 15p-vif:c 2 West, Sht; He--r:-:riLr.o '"■z^sg .-ind Meridian. 3o-!ples were collected 
 
 arori tiiC rif-ht bank - ' • '■ lirornia yaUer and Telephone Company ija~c, 
 
 2.5 T?.iler> upstream irar) Hestor Brid.^e. 
 
 Perlon of Recor-rl . April 19D1 throuf-h 1959. 
 
 Water Quality Characteristic n . The vater at i.i:is otaLion is snciiiuri 
 
 chloride-bicarbonate in or.araci.er- Mineral quality varies with the 
 
 hi.E:hly variable quantities of flow, ranging fror. excellent, to unsuitable 
 
 for recognized beneficial uses. 
 
 Significant Water Quali'cy Changes . This station was dry at a^ 1 tinrs 
 
 visited in 1959- 
 
 -178- 
 
WATER QUALITY RANGES 
 
 Itm MaxUnum of Record Mlnlmm of Record] Maxljiiam - 1959 MlnloHm - 1959 
 
 jpjelflc conductance (mlcromhos at 25°C) 3,076 
 
 {■perature In °? 95 
 
 BtaolTed oxygen In parts per million 21.0 
 Percent saturation Zkk 
 
 * 8.7 
 
 * ' station Dry wit 1 no flow 
 ,7 at the times of the I959 
 ■" Bl -monthly vial ;■ 
 
 k.O 
 
 39 
 
 7.V 
 
 Haval constituents In parts per million 
 
 Calcium (Ca) 131 
 lignesiuffl (Hg) 62 
 Sodium (Na) 350 
 FOtassiun (K) 13-2 
 Cwlionate (CO3) 36 
 Bicarbonate (HCO3) 627 
 Sulfate (SOj^) IT* 
 Chloride (CI) 6I13 
 1 Ktrate (NO3) 6A 
 Fluoride (F) 0.8 
 •iron (B) 0.U6 
 Silica (Si02) 21 
 
 26 
 10 
 67 
 3.3 
 
 0.00 
 103 
 
 '•3 
 
 75 
 0.5 
 o.k 
 0.00 
 
 20 
 
 Mil dissolved solids in parts per million 1,625 
 
 taeent sodiua 6"* 
 
 lariness as CaCOj in parts per million 
 
 Tbtal 57"* 
 loncarbonate 292 
 
 Urtiditisr in parts per miUion 5,000 
 
 338 
 55 
 
 102 
 17 
 
 10 
 
 JoUfora in most probable nunber per milliliter 700,000 
 
 Hidloactlvlty in micro-micro curies per liter 
 
 Dissolved alpha 0.21 
 SoUd alpha 0.00 
 Dissolved beta 0.00 
 Solid beta 10.52 
 
 1^5 
 
 0.21 
 
 0.00 
 
 0.00 
 
 10.52 
 
 WATER QUALITY VARIATIONS 
 
 
 
 1,000 L J. 
 
 
 S 800^.... , 
 
 
 1 1 
 
 - 600^ ,.l....^.A 'i.A ...(L... 
 
 
 2 i.00. ' ..I 
 
 
 
 
 i aoo 1 ._. 
 
 
 
 
 _ 
 
 i 3 ' 
 
 
 
 
 S CJ 3.000 . . . -L 
 
 T ' 
 
 r- Jii ...y.L ::T. 
 
 1 j 
 
 3 ^ ---!-.- , 
 
 1: 2,000 1 1 .(:... 1 :.... 
 
 i 
 
 ' ' 
 
 oB . ._._ i__ ... __ 
 
 
 eg y 
 
 - i! 1,000 : 
 
 
 &3 
 
 w 
 
 : ::::.::::::::^::::::::?::::,::::::::::::::::4 
 
 
 
 ±__.__. . 1 
 
 Ifi 
 
 
 
 1. 1 1 , 
 
 12 4. 
 
 ^ ^-^1^ + 
 
 !■-'. 
 
 T 
 -r 10 -J--4. 
 
 [ 1 + ° +8 
 
 Z ^ IT 
 w 8.1 ]. 1 
 
 
 1 6^ , I I 
 
 
 1 
 
 
 ° 2 Q.B 
 
 
 1 ! 
 
 1 , : .:. ..1 
 
 .1... 
 
 
 
 1951 1952 1953 1954 195 
 
 5 1956 1957 1958 1959 
 
 TIA JUANA RIVER AT INTERNATIONAL BOUNDARY 
 (STA.66) 
 
 179 
 
KEY MAP 
 
 Station 
 
 
 Number 
 
 
 51c 
 
 Sa 
 
 62 
 
 Sa 
 
 63 
 
 Es 
 
 6U 
 
 Sa 
 
 65 
 
 Sa 
 
 65a 
 
 Po 
 
 65b 
 
 Sp 
 
 66 
 
 Ti 
 
 LEGEND 
 
 0^*° SUnWCE WATER MONFTOHING STATION 
 
 ■ SEWAGE WASTE DISCHARGE 
 
 A INDUSTRIAL WASTE DISCHARGE 
 
 STATE OF CALIFORNIA 
 
 THE RESOURCES AGENCY OF CALIFORNIA 
 
 DEPARTMENT OF WATER RESOURCES 
 
 SOUTHERN DISTRICT 
 
 SURFACE WATER QUALITY MONITORING 
 PROGRAM 
 
 STREAM SAMPLING STATIONS 
 
 SAN DIEGO REGION (NO. 9) 
 1959 
 
 SCALE OF MILES 
 
 
 33-00 — 
 
 32'«5 — 
 
 JJ'50 — 
 
station 
 Wumber 
 
 51c 
 62 
 
 63 
 6h 
 
 65 
 65a 
 65b 
 66 
 
 STREAM SAMPLING STATIONS 
 SAH DIEGO REGION (NO. 9) 
 
 Station Name 
 
 Santa Margarita River near FaULbrook 
 San Luis Rey River near Pala 
 Escondido Creek at Harmony Grove 
 San Dieguito River near San Pasqual 
 
 Valley 
 San Diego River at Old Mission Dam 
 Forerter Creek at Mission Gorge Road 
 Spring Valley Creek near La Pressa 
 Tia Juan a River at International 
 
 Boundary 
 
APPENDIX A 
 r-llTHODS, PROCEDURES, AND CRITERIA 
 
APPEtroiX A 
 t/ETHODS, PROCEDURES, AW CRITERIA 
 
TABLE OF COLfrENTS 
 
 APPENDIX A 
 
 Page 
 
 Field Methods and Procedures A- 2 
 
 Laboratory Methods and Procedures A- 3 
 
 Water Quality Criteria A- 6 
 
 Criteria for Drinking Water A- 6 
 
 Criteria for Irrigation Water A-10 
 
 Criteria for Industrial Water A-10 
 
 Criteria for Fish and Aquatic Life A-11 
 
 TABLES 
 
 Table No. Page 
 
 A-1 Types of Analysis A- 4 
 
 A-2 Limiting Concentrations of Mineral 
 
 Constituents in Drinking Water A- 7 
 
 A- 3 Hardness Classification of Waters 
 
 U. S. Geological Survey A- 9 
 
 A-k Qualitative Classification oi' 
 
 Irrigation Waters A-11 
 
 A- 5 Water Quality Tolerance for 
 
 Industrial Uses A-12 
 
 A-1 
 
Field Methods and Procedures 
 
 Agencies which participated in the field sampling program dur- 
 ing 1959 together with the number of stations sampled by each agency are: 
 
 Number of 
 stations 
 Agency sampled 
 
 Department of Water Resources 47 
 
 The Metropolitan Vfeter District of 
 
 Southern California 2 
 
 Los Angeles City Health Department 1 
 
 Los Angeles Department of Water 
 
 and Power 1 
 
 Long Beach City Health Department 1 
 
 City of San Bernardino _2 
 
 Total 54 
 
 Water samples are collected in May and Septeniber for mineral, 
 radiological, bacteriological, and heavy metals analyses. In the north- 
 em portion of the Southern District water samples are collected monthly, 
 and in the southern portion bimonthly for partial mineral and bacterio- 
 logical analyses. Colorado River stations are sampled only twice a year. 
 Cooperating agencies supply analyses of water samples collected monthly 
 at five program stations. The water samples collected for bacteriological 
 examination are kept in portable ice boxes until delivered to the labora- 
 tory. All water samples are transported to the laboratories as expedi- 
 tiously as possible. 
 
 At the time the samples are collected for laboratory examination 
 field determinations are made for dissolved oxygen (DO), by the modified 
 Winkler method; water temperature; and pH. Visual inspection is made of 
 the stream or lake and the physical conditions are noted. 
 
 A- 2 
 
V/here possible, the sampling stations have been selected so 
 as to be at or near stream gaging stations so that gage heights can 
 also be recorded at the time the water samples are collected. Instanta- 
 neous stream discharges at the time of sample collection are then 
 obtained. 
 
 Laboratory Methods and Procedures 
 Methods of mineral and bacterial analysis, in general, are 
 those described in the American Public ileeilth Association publication 
 "Standard Methods for the Eixamination of Water and Sewage," 10th Edition, 
 1955 • In some cases, the methods described in the following publica- 
 tions also have been employed: 
 
 U. S. Geological Survey, "Methods of V/ater Analysis," 1950. 
 
 California Department of Public 'Jorks, Division of V/ater 
 Resovirces, "Methods of Analysis," October 1955* 
 
 Tfeible A-1 indicates the constituents analyzed for in the 
 
 various types of analysis performed in connection \-ri. th this program. 
 
 A-3 
 
"HAEU: A-1 
 TYPES OF ANALYSIS 
 
 Constituent 
 
 : Standard : 
 : mineral : 
 
 Partial 
 mineral 
 
 Bacterial j j'adiological 
 
 Specific Conductance 
 
 pH^ 
 
 Total dissolved solids 
 
 Percent Sodium 
 
 Hardness 
 
 Turbidity 
 
 Coliform 
 
 Temperature^ 
 
 Dissolved oxygen^ 
 
 Calcium 
 
 Magnesium 
 
 Sodium 
 
 Potassium 
 
 CsLrtionate 
 
 Bicarbonate 
 
 SiLLfate 
 
 Cliloride 
 
 Nitrate 
 
 Fluoride 
 
 Boron 
 
 Silica 
 
 Phosphate 
 
 Zinc^ 
 
 Iron*^ 
 
 Copper"-^ 
 
 Aluminum^ 
 
 Manganese'^ 
 
 Arsenic'^ 
 
 Hexavalent chromium^ 
 
 Dissolved alpha 
 
 Solid alpha 
 
 Dissolved beta 
 
 Solid beta 
 
 X 
 X 
 X 
 X 
 X 
 X 
 
 X 
 X 
 X 
 X 
 X 
 X 
 X 
 X 
 X 
 X 
 X 
 X 
 X 
 X 
 X 
 X 
 X 
 X 
 X 
 X 
 X 
 X 
 
 X 
 X 
 
 X 
 
 X 
 X 
 
 X 
 X 
 
 X 
 
 X 
 
 X 
 X 
 X 
 X 
 
 a pH is determined both in the field and in the laboratory. 
 
 b Field determination. 
 
 c These constituents are normally designated as heavy metals. 
 
 A-k 
 
The methods and procedxzres of sample preparation and determina- 
 tion of radioactivity in surface waters are as follows: 
 I. Sample Preparation 
 
 A. On receipt in the laboratory, each sample is well, mixed, 
 and two 250-ml portions taken. Each is acidified with a 
 few drops of glacial acetic acid, and two drops of colloidal 
 graphite suspension (Aquadag) added. 
 
 B. Each portion is filtered under suction through a membrane 
 ("Millipore") filter, which retains suspended particles 
 
 of approximately 0.2 microns diameter and larger. Filters 
 are treated with an ajitistatic preparation (Merix Anti- 
 Static No. 79-OL) to eliminate any extraneous electrostatic 
 charge. 
 
 C. The filtrate is placed in a 250-ml volumetric flask, inverted, 
 and the mouth placed in a 1-3/^" x l/h" aluminum culture dish 
 in a "chicken-feeder" type arrangement. The flask is support- 
 ed by a ring stand; the dish rests on a hotplate adjusted so 
 that the sample is taken to dryness at a temperature well 
 below boiling. 
 
 D. At this point, there are duplicate samples of both suspended 
 solids and dissolved material from each original water sample 
 ready for determination of radioactive content. 
 
 II. Determination of Radioactivity 
 
 A. Two determinations are made on each sample, one for gross 
 beta, one for gross alpha radioactivity. This represents 
 a total of eight determinations for each original sample. 
 
 B. Beta activity is determined with an internal gas flow 
 counter operating in the proportional region, using argon- 
 methane mixture as a flow gas. Background determinations 
 are made before the first sample count each day, and then 
 after each two sample coimts thro\aghout the day. Deter- 
 minations of counter efficiency are made with a reference 
 standard (thallium - 20U) at least twice daily. Each 
 determination of sample and background count rate is made 
 for a total of 1,000 counts. 
 
 C. Alpha activity is determined with a scintillation counter 
 utilizing an activated zinc sulfide phosphor. Sample, 
 background and efficiency measurements are made in the 
 same manner as are the beta measurements . Uranium 238 
 
 is used as an alpha reference standard. Each determina- 
 tion of sample and backgroimd count rate is made for a 
 preset time of 32 minutes. 
 
 A-5 
 
III. Calculations 
 
 A. Resijlts are expressed as micro-micro curies per liter 
 (uuc/l). One micro-micro curie is equivalent to 2,22 
 disintegrations per minute. Four vaJLues are reported 
 for each sample : 
 
 (a) beta activity in the solids retained on the filter, 
 
 (b) beta activity in the filtrate (dissolved material), 
 
 (c) alpha activity in tne solids, and (d) alpha activity 
 in the filtrate. 
 
 E. Sample counts are corrected for background and geometric 
 efficiency. 
 
 C. Standard statistical procedures are utilized to compute 
 
 the 0.9 error. The final result is expressed (symbolically) 
 as X + y uuc/l. This means that in a series of determina- 
 tions on the same sample, the value of x should fall 
 between x - y and x + y, 90io of tne time. 
 
 Water Quality Criteria 
 Criteria used by the Department of Water Resources in the 
 evaluation of the acceptability of water for the most common beneficial 
 uses £tre described hereinafter. In general, the values presented herein 
 shoiild be considered only as guides to judgment, and not as absolute 
 limiting standards. 
 
 Criteria for Drinking Water 
 
 Chapter 7 of the California Health and Safety Code contains 
 laws and standards relating to domestic water supply. Section ^10.5 
 of this code refers to the drinking water standards promxilgated by the 
 United States Public Health Service for water used on interstate carriers. 
 These criteria have been adopted by the State of California. They are 
 set forth in detail in United States Public Health Report, Volume 61, 
 No. 11, March I5, 1946, reissued in March 195^. 
 
 A-6 
 
According to Section k.2 of the above-named report, chemiceLL 
 substances in drinking water, either natviral or treated, should not 
 exceed the concentrations shovrn in Table A-2, 
 
 TABLE A-2 
 
 LIMITIiNG CONCEIWRATIOWS OF MINiiiRAL 
 CONSTITUEIttS IN DRIMING WATER 
 
 United States Public Health Seorvice 
 Drinking Water Standards, 1946 
 
 » 
 
 Constituent 
 
 Mandatory 
 
 Fluoride (f) 
 
 Lead (Pb) 
 
 Selenium (Se) ^ 
 
 Hexavalent chromium (Cr ) 
 
 Arsenic (As) 
 
 Parts per 
 million 
 
 1.5 
 0.1 
 
 0.05 
 0.05 
 0.05 
 
 Nonraandatory but Recommended Values 
 
 Iron (Fe) and manganese (Mn) together 
 Magnesium (Mg) 
 Chloride (Cl) 
 Sulfate (SOj^) 
 Copper (Cu) 
 Zinc (Zn) 
 
 Phenolic compounds in terms of phenol 
 Total solids - desirable 
 - permitted 
 
 0.3 
 125 
 250 
 250 
 
 3.0 
 15 
 
 0.001 
 
 500 
 
 1,000 
 
 Interim standards for certain mineral constituents have 
 recently been adopted by the California State Board of Public Health, 
 Based on these standards, temporary permits may be issued for drinking 
 water failing to meet the United States Public Health Sein/-ice Drinking 
 Vfeter Standards, provided the mineral constituents in the following 
 tabulation are not exceeded. 
 
 A-7 
 
UPPER LIMITS OF TOTAL SOLIDS MD SELECTED MINERAIfi IN 
 DRINKING WATER AS DELIVERED TO THE CONSUMER 
 
 Permit Temporary Permit 
 
 Total solids 500 (lOOO)* I5OO ppm 
 
 Siili'ates (SOi^) 25O (500)* 60O ppm 
 
 Chlorides (Cl) 250 (5OO)* 600 ppm 
 
 Magnesium (Mg) 125 (l25)^ 150 ppm 
 
 *N\ffiibers in parentheses are maximum permissible, 
 to be used only where no other more suitable 
 waters are available in sufficient quantity for 
 use in the system. 
 
 The California State Board of Health recently has defined the 
 
 maximum safe amounts of fluoride ion in drinking water in relation to 
 
 mean annual temperature. 
 
 Mean annual Mean monthly maximum 
 temperature fluoride ion concentration 
 in °F in ppm 
 
 50 1.5 
 
 60 1.0 
 
 TO - above O.T 
 
 The relationship of infant methomoglobinemia (a reduction of 
 oxygen content in the blood, constituting a form of asphyxia) to nitrates 
 in the water supply has led to limitation of nitrates in drinking water. 
 The California State Department of Public Health has recommended a 
 tentative limit of 10 ppm nitrogen {kh ppm nitrates) for domestic waters. 
 Water containing higher concentrations of nitrates may be considered to 
 be of questionable quality for domestic and municipal use. 
 
 Limits may be established for other organic mineral substances 
 if their presence in water renders it hazardous, in the judgment of state 
 or local health authorities. 
 
 A-8 
 
An additional factor vrith which water lisers are concerned is 
 hardness, riardness ic due principally to calcium and magnesimn salts 
 and is generally evidenced by inability to develop suds when using soap. 
 The United States Geological Survey has suggested the following fo\ir 
 degrees of hardness: 
 
 TABLE A-3 
 
 HARDNESS CLASSIFICATION OF WATERS 
 U, 3. GEOLOGICAL SURVFi 
 
 Range of hardness : Relative 
 in parts per m" "1 1 ion ; classification 
 
 0-55 Soft 
 
 56 - 100 Slightly hard 
 
 101 - 200 Moderately hard 
 
 Greater than 200 Very hard 
 
 According to the International Commission on EadiologicaJ. 
 Protection ^ tentatively concurred in by the National Committee on 
 Radiation Protection , if the Radium - 226 and Radium - 228 activity in 
 water is substantially less than 10 uuc/l, the maximum permissible con- 
 centration of otherwise unidentified radionuclides in water for individ- 
 \ials in the population at large may be considered to be 100 uuc/l. 
 
 For the purpose of the environmental survey of surface water 
 made for this report, it has been assumed that the total dissolved and 
 solid alpha activity is derived from Ra and Ra , 
 
 1 Report on Decisions of the 1959 Meeting of the International Committee 
 on Radiological Protection (ICRP)". Radiology , Vol, ^h, No, 1, January 
 i960, pp, 116-119, 
 
 2 Somatic Radiation Dose for the General Pop\ilation, Ad Hoc Committee of 
 the IJational Committee on Radiation Protection and Measurements, 
 Science , Vol. I3I, No. 3399, February I9, I96O, pp, kQ2-k36, 
 
 A-9 
 
During the 1959 reporting year, the highest alpha activity 
 observed in monitored surface waters was 1.86 uuc/l. Consequently, it 
 is believed that the maximum permissible concentration of 100 uuc/l, as 
 recommended by the I.C.R.P., was met by all stations sampled in the 
 Surface Water Monitoring Program during 1959* 
 
 Criteria for Irrigation VJater 
 
 Because of the diverse climatological conditions, crops, soils, 
 and irrigation practices in California, criteria which may be set up to 
 evaluate the suitability of water for irrigation use must necessarily be 
 of a general nature, and judgment must be used in their application to 
 individual cases. Suggested limiting values for total dissolved solids, 
 chloride concentration, percent sodium and boron concentration for three 
 general classes of irrigation water are shown in Table A-^i-. 
 
 Criteria for Industrial Water 
 
 The water quality criteria for the diversified uses of water in 
 industry range from the exacting requirements for make-up water for high 
 pressure boilers to the minimum requirements for water washdown and 
 metallurgical processing. 
 
 Because of the large number of industrial uses of water and 
 widely varied quality requirements, it is practicable to suggest only very 
 broad criteria of quality. These variable conditions make it desirable 
 to consider water quality requirements in broad and general terms only, 
 and, where possible, for groups of related industries rather than indi- 
 vidually. The general quality requirements of several individual and 
 major groups of water uses are listed in Table A-5. 
 
 A-10 
 
TABLE k-h 
 QUALITATIVE CLASSIFICATION 01^ IRRIGATION WATERS 
 
 Class 1 
 
 Class 2 
 
 CI a. 
 
 Chemical properties 
 
 Exceller.-L 
 to [•,oodL 
 (Suitable for 
 :most plants un- 
 der any condi- 
 tions of coil 
 and cliinatc) 
 
 Good to 
 injurious 
 ;( Possibly harrn- 
 ful for some 
 crops under 
 certain soil 
 conditions) 
 
 ss 
 
 : Injurious to 
 : unsatisfactory 
 : (Harmful to 
 : most crops and 
 : ui:sati5factory 
 :for all but the 
 : mosL tolerant) 
 
 Total dissolved solids 
 
 In ppm Less than 700 700 
 
 In conductance, EC x 10^ Less than 1,000 1,000 
 
 Chloride ion concentration 
 
 2,000 More than 2,000 
 3,000 More than 3,000 
 
 In milliequivalents 
 per liter 
 
 In ppm 
 
 Sodium in percent of 
 "base constituents 
 
 Boron in ppm 
 
 Less than 5 
 Less than 175 
 
 Less than 60 
 Less than 0.5 
 
 5-10 More than 10 
 
 175 - 350 More than 350 
 
 60 - 75 More than 75 
 
 0.5 - 2.0 More than 2.0 
 
 The values shown in this table are those suggested in the Progress Report 
 of the Committee on Quality of Tolerance of Water for Industrial Uses in 
 the Journal of the Nev England V/ater Works Association, Volume '^k, lohO. 
 
 Criteria for Fish and Aquatic Life 
 
 V7ater of suitable quality and quantity is a fundamental require- 
 ment for the existence of an abundant supply of fish and aquatic life. 
 It is very important that water quality conditions be such as to maintain 
 an abundant supply of food required by fish and other desirable forms of 
 aquatic life. Streams utilized for the propagation of fish and aquatic 
 life should be free of toxic or harmful concentrations of mineral and 
 
 A-11 
 
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organic substances and excessive t\a:bidity, Ebctensive field and lab- 
 oratory studies conducted by the United States Fish and V/ildlife Service 
 show that, among other things, the water in streams supporting a mixed 
 fauna of fresh water fish such as bluegill, bass, crappie and catfish 
 should have the following properties : 
 
 (a) Dissolved oxygen not less than 5 Ppm (at least 6 ppm for 
 Salmonids ) , 
 
 (b) pii range bet^reen 6.5 and 8.5, 
 
 (c) lonizable salts, as indicated by conductivity, between 
 150 and 500 nicromhos at 25° Centigrade, and in general 
 not exceeding 1,000 micromhos, 
 
 (d) Ammonia not exceeding I.5 ppm. 
 
 Mineral salts of high toxicity to fish are those of silver, 
 mercury, copper, zinc, lead, cadmium, nickel, trivalent and hexavalent 
 chromiiim, and others. Some pairs of toxicants, such as copper and zinc 
 (also copper and cadmium, nickel and zinc) are far more toxic when com- 
 bined than when they occior individually. Other toxic substances, when 
 combined neutralize each other through antagonism or chemical reaction 
 (e.g., free cyanide combines with toxic heavy metal cations, such as 
 nickel and copper ions, to form relatively harmless metal locyanide 
 complexes ) , 
 
 The increasing use of household and industrial detergents, as 
 well as the expansion in the manufacture and use of agriculture insect- 
 icides, poses serious hazards to fish and aqxiatic life. Preliminary 
 studies, for example, indicate that one of the most common household 
 detergents is lethal to relatively haxdy fish at very low concentrations. 
 This detergent was lethal to fish in fresh water at concentrations below 
 
 A-13 
 
0.1 ppm and belov O.OO5 ppm in salt water. The increar,e in toxicity 
 in salt water can probably be attributed to the fact that marine fishes 
 must ingest water to naintain their osmotic balance. 
 
 Development and use of water resources, including the constrac- 
 tion of dams for storafre of v/ater, frequently affects water temperatures 
 which in turn affect fish and other aquatic life. Optimiira v/ater tempera- 
 tures for coif! water fish, such ar. trout and salmon, normally lie between 
 32° and 65° P'b.hrenheit. 'Die cold vra.ter species are generally intolercmt 
 of tenpci-a'Gures above 75° Fahrenheit and vail seek the lower temperature 
 where possible. Waiin v/ater fish such as r.rinnov;s, carp, catfish, perch, 
 sunfish, and bans nornially live in Vvfatcr having temperatures rangin^^ 
 from near 3''^° i-o 06° PVihrcnheit. Acclimatization enables certain warm 
 vrater species to live in waters having temperatures as high as 90" 
 Fahrenheit, althou{^h they will migrate, where possible, to waters below 
 86° Fahrenheit. 
 
 A-llt 
 
APPENDIX B 
 BASIC DATA 
 
TABLE OF CONTENTS 
 
 APPENDIX B 
 
 Table No. Page 
 
 Mneral Analyses 
 
 B-1 Central Coastal Refjlon (No. 3) B- 3 
 
 B-2 Los Angeles Region (No. U) B-11 
 
 B-3 Lahontan Region (No. 6) B-27 
 
 B-U Colorado River Basin Region (No. 7) B-29 
 
 B-5 Santa Ana Region (No. 8) B-ij? 
 
 B-6 San Diego Region (No. 9) B-57 
 
 Radiological Assay 
 
 B-7 Central Coastal Region (Ho. 3) B-65 
 
 B-8 Los Angeles Region (No. ^0 B-67 
 
 B-9 Lahontan Region (No. 6) B-75 
 
 B-10 Colorado River Basin Region (No. 7) B-77 
 
 B-11 Santa Ana Region (No. 8) B-88 
 
 B-12 San Diego Region (No. 9) B-89 
 
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TABLE B-8 
 
 RADIOASSAY OF SURFACE WATERS 
 LOS ANGELES REGION (NO. k) 
 
 Analyses Received from the Sanitary Engineering 
 Division, Department of Water and Power of the 
 City of Los Angeles 
 
 Source and sampling point : 
 
 Date sampled 
 
 : Micro-micro curies/liter 
 : Beta-Gama count 
 
 
 1959 
 
 
 
 
 Los Angeles Aqueduct 
 Upper Van Norman Inlet 
 Station 70 
 
 1- 6 
 1-12 
 
 1.02 
 17.7 
 
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 25.8 
 
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 6.6 
 
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 4.9 
 
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 5.5 
 
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 9.0 
 
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 3.4 
 
 B-69 
 
TABLE B-8 
 
 RADIOASSAY OF SURFACE WATERS 
 
 LOS ANGELES REGION (NO. k) 
 
 Analyses Received From The Metropolitan 
 Water District of Southern California 
 
 Source and sampling point 
 
 Date 
 sampled 
 
 Date of 
 analysis 
 
 Gross Alpha 
 uuc/l.-^ 
 
 Gross Beta 
 uuc/l.* 
 
 Colorado River at La Verne 
 Influent F. E. Weymouth 
 Softening and Filtration 
 Plant 
 
 Sept. 
 
 1952 
 
 10-13-52 
 
 6.9+0.7 
 
 10.4+3.4 
 
 (Colorado River Aqueduct 
 at La Verne, St a. 69) 
 
 Oct. 
 
 Nov. 
 
 1952 
 1952 
 
 11-19-52 
 12-20-52 
 
 6.4 
 
 7.8+2.1 
 9.6+4.2 
 
 
 Jan. 
 
 1953 
 
 2-13-53 
 
 6.3 
 
 6.3+2.7 
 
 
 Feb. 
 
 1953 
 
 ^- 7-53 
 
 3.3 
 
 12.3+2.8 
 
 
 Mar. 
 
 1953 
 
 4-27-53 
 
 6.8 
 
 7.^2.3 
 
 
 Apr. 
 
 1953 
 
 6-12-53 
 
 6.3 
 
 8.6 
 
 
 May 
 
 1953 
 
 6-19-53 
 
 5.0 
 
 9.8 
 
 
 J\ine 
 
 1953 
 
 7-15-53 
 
 4.6 
 
 4.8 
 
 
 July 
 
 1953 
 
 8-22-53 
 
 4.6 
 
 10.0 
 
 
 Aug. 
 
 1953 
 
 10- 5-53 
 
 4.7 
 
 13.8 
 
 
 Sept. 
 
 1953 
 
 10-11^-53 
 
 4.1 
 
 8.0 
 
 
 Oct. 
 
 1953 
 
 11-25-53 
 
 5.8 
 
 11.9 
 
 
 Nov. 
 
 1953 
 
 12-15-53 
 
 ^.7 
 
 7.3 
 
 
 Dec. 
 
 1953 
 
 1-23-5^ 
 
 6.1 
 
 5.J+ 
 
 
 Jan. 
 
 195^ 
 
 2-18-54 
 
 5.2 
 
 7.7 
 
 
 Feb. 
 
 195^ 
 
 3-29-5^ 
 
 5.3 
 
 10.6 
 
 
 Mar. 
 
 195^^ 
 
 4_io-5ii 
 
 5.5 
 
 12.0 
 
 
 Apr. 
 
 195^ 
 
 5-13-5^ 
 
 6.4 
 
 11.5 
 
 B-70 
 
TABLE B-8 
 
 RADIOASSAY OF SURFACE WATERS 
 
 LOS ANGELES REGION (NO. k) 
 (continued) 
 
 Analyses Received From The Metropolitan 
 Water District of Southern California 
 
 
 Date 
 
 Date of 
 
 Gross Alpha 
 
 Gross Beta 
 
 Source and sampling point 
 
 sampled 
 
 analysis 
 
 uuc/l.* 
 
 uuc/l.'><- 
 
 Colorado River at La Verne 
 
 
 
 
 
 
 Influent F. E. Weymouth 
 
 
 
 
 
 
 Softening and Filtration 
 
 
 
 
 
 
 Plant 
 
 May 
 
 195^^ 
 
 6-16-54 
 
 5.0 
 
 9.3 
 
 (continued) 
 
 
 
 
 
 
 
 June 
 
 195^ 
 
 7- 9-5^+ 
 
 6.2 
 
 11.2 
 
 (Colorado River Aqueduct 
 
 
 
 
 
 
 at La Verne, Sta. 69) 
 
 July 
 
 195^+ 
 
 8-26-54 
 
 4.1 
 
 10.4 
 
 (continued) 
 
 
 
 
 
 
 
 Aug. 
 
 195^ 
 
 9-28-54 
 
 4.0 
 
 19.7 
 
 
 Sept. 
 
 195^ 
 
 11-15-54 
 
 4.4 
 
 17.4 
 
 
 Oct. 
 
 195^ 
 
 11-20-54 
 
 3.9 
 
 7.2 
 
 
 Nov. 
 
 19 5i^ 
 
 1-14-55 
 
 5.1 
 
 16.7 
 
 
 Dec. 
 
 195^ 
 
 1-19-55 
 
 4.1 
 
 9.8 
 
 
 Jaji. 
 
 1955 
 
 2-25-55 
 
 2.4 
 
 10.1 
 
 
 Feb. 
 
 1955 
 
 4- 1-55 
 
 5.4 
 
 5.4 
 
 
 Mar. 
 
 1955 
 
 4- 7-55 
 
 5.0 
 
 22.8 
 
 
 Apr. 
 
 1955 
 
 5-10-55 
 
 2.6 
 
 6.0 
 
 
 May 
 
 1955 
 
 6-10-55 
 
 2.7 
 
 13.9 
 
 
 June 
 
 1955 
 
 7- 3-55 
 
 4.4 
 
 15.8 
 
 
 July 
 
 1955 
 
 8- 9-55 
 
 2.4 
 
 18.6 
 
 
 Aug. 
 
 1955 
 
 9-12-55 
 
 3.9 
 
 9.7 
 
 
 Sept. 
 
 1955 
 
 10-23-55 
 
 2.7 
 
 10.7 
 
 
 Oct. 
 
 1955 
 
 11-15-55 
 
 5.5 
 
 15.3 
 
 
 Nov. 
 
 1955 
 
 12-20-55 
 
 3.7 
 
 10.5 
 
 B-71 
 
TABLE B-8 
 
 RADIOASSAY OF SURFACE WATERS 
 
 LOS ANGELES REGION (NO. h) 
 (continued) 
 
 Analyses Received From The Metropolitan 
 Water District of Southern California 
 
 
 Date 
 
 Date of 
 
 Gross Alpha 
 
 Gross Beta 
 
 Source and sampling point 
 
 sampled 
 
 analysis 
 
 uuc/l.* 
 
 uuc/l." 
 
 Colorado River at La Verne 
 
 
 
 
 
 
 Influent F. E. Weymouth 
 
 
 
 
 
 
 Softening and Filtration 
 
 
 
 
 
 
 Plant 
 
 Dec. 
 
 1955 
 
 1-31-56 
 
 5.0 
 
 12. U 
 
 (continued) 
 
 
 
 
 
 
 
 Jan. 
 
 1956 
 
 2-li)-56 
 
 5.2 
 
 13.4 
 
 (Colorado River Aqueduct 
 
 
 
 
 
 
 at La Verne, Sta. 69) 
 
 Feb. 
 
 1956 
 
 3- 9-56 
 
 3-7 
 
 lo. 2+2.0 
 
 (continued) 
 
 
 
 
 
 
 
 Mar. 
 
 1956 
 
 4-10-56 
 
 3.h 
 
 11.2 
 
 
 Apr. 
 
 1956 
 
 5-12-56 
 
 2.6 
 
 11.3 
 
 
 May 
 
 1956 
 
 6- 9-56 
 
 4.2 
 
 14.8 
 
 
 June 
 
 1956 
 
 7-10-56 
 
 3.3 
 
 2.1 
 
 
 July 
 
 1956 
 
 8-29-56 
 
 4.9 
 
 15.4 
 
 
 Aug. 
 
 1956 
 
 9-15-56 
 
 4.5 
 
 9.1 
 
 
 Sept. 
 
 1956 
 
 10-10-56 
 
 U.6 
 
 14.3 
 
 
 Oct. 
 
 1956 
 
 11-11-56 
 
 h.6 
 
 23.1 
 
 
 Nov. 
 
 1956 
 
 12-10-56 
 
 3.8 
 
 6.2 
 
 
 Dec. 
 
 1956 
 
 1-18-57 
 
 5.2 
 
 11.7 
 
 
 Jan. 
 
 1957 
 
 2- 9-57 
 
 5.6 
 
 27.5 
 
 
 Feb. 
 
 1957 
 
 3-28-57 
 
 5.1 
 
 20.9 
 
 
 Mar. 
 
 1957 
 
 i+-l6-57 
 
 5.5 
 
 14.6 
 
 
 Apr. 
 
 1957 
 
 5-22-57 
 
 4.5 
 
 33.0 
 
 
 May 
 
 1957 
 
 6-13-57 
 
 2.9 
 
 32.4 
 
 
 June 
 
 1957 
 
 8- 7-57 
 
 3.9 
 
 24.6 
 
 B-72 
 
TABLE B-8 
 
 RADIOASSAY OF SURFACE WATERS 
 
 LOS ANGELES REGION (NO. k) 
 (continued) 
 
 Analyses Received From The Metropolitan 
 Water District of Southern California 
 
 
 Date 
 
 Date of 
 
 Gross Alpha 
 
 Gross Beta 
 
 Source and sampling point 
 
 sampled 
 
 analysis 
 
 uuc/l.* 
 
 uuc/l.* 
 
 Colorado River at La Verne 
 
 
 
 
 
 
 Influent F. E. Weymouth 
 Softening and Filtration 
 Plant 
 (continued) 
 
 (Colorado River Aqueduct 
 at La Verne, Sta. 69) 
 (continued) 
 
 July 
 Aug. 
 Sept. 
 Oct. 
 
 1957 
 1957 
 1957 
 1957 
 
 8- 9-57 
 12- 3-57 
 12-18-57 
 
 12-19-57 
 
 4.0 
 4.5 
 5.3 
 5.8 
 
 15.0 
 22.2 
 18.7 
 18.7 
 
 
 Nov. 
 
 1957 
 
 1-10-58 
 
 4.0 
 
 l4.9 
 
 
 Dec. 
 
 1957 
 
 1-14-58 
 
 4.4 
 
 23.4 
 
 
 Jan. 
 
 1953 
 
 4-12-58 
 
 3.5 
 
 10.9 
 
 
 Feb. 
 
 I95S 
 
 4-15-58 
 
 4.6 
 
 13.3 
 
 
 Mar. 
 
 1958 
 
 4-10-58 
 
 5.4 
 
 14.4 
 
 
 Apr. 
 
 1958 
 
 5- 9-58 
 
 4.7 
 
 16.1 
 
 
 May 
 
 1958 
 
 6-14-58 
 
 5.0 
 
 9.6 
 
 
 June 
 
 1958 
 
 7-10-58 
 
 4.5 
 
 7.7 
 
 
 July 
 
 1958 
 
 8- 8-58 
 
 5.4 
 
 11.5 
 
 
 Aug. 
 
 1958 
 
 9- 9-58 
 
 4.5 
 
 11.1 
 
 
 Sept. 
 
 1958 
 
 10-10-58 
 
 5.6 
 
 10.3 
 
 
 Oct. 
 
 1958 
 
 11- 6-58 
 
 5.0 
 
 31.4 
 
 
 Nov. 
 
 1958 
 
 12- 4-58 
 
 3.4 
 
 22.9 
 
 
 Dec. 
 
 1958 
 
 1-10-59 
 
 3.1 
 
 22.1 
 
 
 Jan. 
 
 1959 
 
 2-11-59 
 
 4.6 
 
 13.6 
 
 B-73 
 
TABLE B-3 
 
 RADIOASSAY OF SURFACE WATERS 
 
 LOS ANGELES REGION (NO. k) 
 (continued) 
 
 Analyses Received From The Metropolitan 
 Water District of Southern California 
 
 
 Date 
 
 Date of 
 
 Gross Alpha 
 
 Gross Beta 
 
 Source and sampling point 
 
 sam 
 
 pled 
 
 analysis 
 
 uuc/1.* 
 
 uuc/l.* 
 
 Colorado River at La Verne 
 
 
 
 
 
 
 Influent F. E. Weymouth 
 
 
 
 
 
 
 Softening and Filtration 
 
 
 
 
 
 
 Plant 
 
 Feb. 
 
 1959 
 
 3-12-59 
 
 J+.l 
 
 20. U 
 
 (continued) 
 
 
 
 
 
 
 
 Mar. 
 
 1959 
 
 U-17-59 
 
 3.7 
 
 15.2 
 
 (Colorado River Aqueduct 
 
 
 
 
 
 
 at La Verne, Sta. 69) 
 
 Apr. 
 
 1959 
 
 5-15-59 
 
 k.k 
 
 13.4 
 
 (continued) 
 
 
 
 
 
 
 
 May- 
 
 1959 
 
 6-11-59 
 
 U.O 
 
 15.8 
 
 
 June 
 
 1959 
 
 7-17-59 
 
 If.l 
 
 8.9 
 
 
 July 
 
 1959 
 
 8-12-59 
 
 4.6 
 
 9.4 
 
 
 Aug. 
 
 1959 
 
 9-17-59 
 
 U.8 
 
 9.6 
 
 
 Sept. 
 
 1959 
 
 10-15-59 
 
 3.9 
 
 17.9 
 
 
 Oct. 
 
 1959 
 
 11-11-59 
 
 2.9 
 
 16.7 
 
 
 Nov. 
 
 1959 
 
 12-18-59 
 
 3.2 
 
 9.4 
 
 
 Dec. 
 
 1959 
 
 1-13-59 
 
 3.5 
 
 7.7 
 
 ■^^-TJnit = mi cromicro curies per liter. Unless otherwise stated, the maximum 
 statistical deviation in counting at the 90 percent confidence level for 
 alpha is +0.7 uuc/l. and for beta is +2.6 uuc/l. 
 
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 tl+l+l+l+l+l+l+l+l+l+l+l+l+l+l 
 
 00r^O\-*ir\-*rH0OrOLf\V£)r-ii-IQC\J 
 
 < ,<M ,CU ,C\J ,C\J ,rO,^ ,J- ,J- ,^ , 
 
 1+ 1+ 1+ 1+1+ 1+ 1+ 1+ l+l 
 
 NrnLTsm-^ CVJ HMDrot^ 
 j- m J- <M H C^ r- iTN 
 
 CO 
 
 CO PO H H H . 
 
 + 1 + 1+ 1+ 1 + 1+ 1+ 1+1 + I 
 r^OjmCVJOJHQPO 
 
 H .OJ , OJ , CM , CM ,(M ,-d- ,m, oo.ro, 
 
 + 1+ 1+ 1+ 1+ 1+ 1+ 1+ l + l + l 
 
 CaooHOD C7NLf\^0 O f~ 
 
 J-CMCMHt~-\OVOLrs 
 
 CVJ 
 
 +I+I+I+I+I+I+I+I+I+I+I+1+1+I+I 
 
 CO ro O O oo J- J- r-l O fO^ O H CD CU 
 
 H CM 
 
 +1+1+ I+I+I+ l+l+l+l+l 
 
 CD-d- l/NLTNt^l/NVO ro 
 H CO H H 
 
 
 + 1 + 1 
 
 LfNVO 
 
 CM 
 
 + 1 + 1 
 
 LTNVO 
 
 +1+ 1+ 1+ I 
 
 (TWO O LfN 
 
 + 1 + 1 
 
 + 1 + 1 
 
 +1 +1+1 
 
 00^ O "^ 
 
 ?l 
 
 OJ 
 
 ODCMirNCMCTWOCOQt^fOO 
 rH fHCMCM ^CMCM H 
 
 CO ■>■■>■■■■' ■ 
 
 irwO 0\ <y\ Os Os O C OO H iH 
 CJ\ H iH H H rH rH 
 
 r- J^ r-i CO 
 
 H CM 
 
 I I I I 
 
 rH rH CVJ CM 
 
 r-i r-i r-i r-i 
 
 S 
 
 CjNCTvVO-a- CM CJNt— o^ 
 
 rH rH CM rH CO 
 
 C7\ I I I I I I I I I I 
 
 LTNrH CM CM CM corococoj-^ 
 ON 
 
 B-79 
 
05 
 ■P 
 
 r-i 
 
 J- _On.CM,J- .iTN.vo.H.-^d- ,J- ,^ ,^ ,H ,-d- ,on-d- J- m J- 
 +I+I+1+I+I+I+I+I+I+I+I+I+I+I+I+1+I+I 
 
 VOOvOnvOVO 00 C\J J- C\J rOMD 
 
 00 C\J 
 
 0) 
 
 o 
 
 (0 
 (0 
 
 •H 
 
 Q 
 
 +1+1 + I + I + I 
 t-ob C\J o H 
 on F- vo vo Lr\ 
 H 
 
 +I+I+I+I+I+I+I+I+I+I+I+I 
 LTN vo C^fv-1 Lr\C--onoo 
 
 a) 
 +> 
 
 U 
 
 (U 
 
 +> 
 
 •H 
 
 0) 
 
 0) 
 
 a 
 o; 
 P< 
 
 CO 
 
 O 
 o 
 
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 5 
 
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 +> 
 
 
 ■d 
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 <n 
 
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 cvj v^ OJ OJ on on t- cvj m oj OJ OJ cvj OJ oo OJ c\J 
 
 -- ^ V.\J >.M l- I (■ 1 l— <.VJ I' 1 VU VVJ 
 + l+l+l+l+l+l+l+l+l+l+l 
 
 a\ OJ CO on m -■ - 
 
 H H CVJ 
 
 OJ IfN 
 l/NOJ 
 
 +I+I+I+I+I+I 
 VO onOJ U) 
 H OJ 
 
 oJ 
 
 + 1 + 1 
 
 + l+l+l+l 
 vo OJ on 
 
 rH J- H,H,r^,0,r^ H.HH, 
 
 + l+l±.l±.l:t-l+ l+l+l.+ l±l 
 
 OJ 
 
 '^' 
 
 t^ on J- \o vo I 
 
 + I + I+I+I+I + I+I 
 
 .H.rH.O.H.H, 
 
 + f+r+'r+ 1+1+ r+'i'+'i ^ 
 
 + 1 
 
 -d 
 d) 
 -a 
 
 0) 
 
 ft 
 u 
 
 ^ 
 5 
 
 O.H 
 
 * 
 
 l + l 
 
 o. 
 
 H, 
 
 <^, 
 
 ;fv' 
 
 i' 
 
 + 1 
 
 ?1 
 
 C^-* HOO i/>H UAOwovoono I— O t^H t^-iJ-CO 
 
 C\J HrHOJ HOJ HOJOJiHfHon HOJ 
 
 C\ I I I I I I I I I I I I I I I I I I I 
 
 if\-* irNir\if\ir\vo^^t~-t~-t^f~^-cococo 0\ 0\<M 
 
 0\ H 
 
 B-80 
 
TABLE B-10 
 
 RADIOASSAY OF SURFACE WATERS 
 COLORADO RIVER BASIN REGION (NO. ?) 
 
 COLORADO RIVER NEAR PARKER DAM (SIA. 56d) 
 
 Analyses Received From The LFnited States 
 Public Health Service 
 
 
 
 
 
 Micro 
 
 -micro 
 
 curies per liter 
 
 
 Date 
 
 : DiS! 
 
 solved 
 
 : Suspended 
 
 : Dissolved : 
 
 Suspended 
 
 sampled 
 
 : Beta 
 
 : Beta 
 
 : Alpha : 
 
 Alpha 
 
 1959 
 
 
 
 
 
 
 
 
 
 1- 7 
 
 1^J+ 
 
 + 
 
 2 
 
 U 
 
 + 1 
 
 
 
 
 l-li+ 
 
 3k 
 
 + 
 
 2 
 
 U72 
 
 + 2 
 
 
 
 
 1-21 
 
 k2 
 
 + 
 
 1 
 
 5 
 
 + 1 
 
 
 
 
 1-28 
 
 h3 
 
 + 
 
 2 
 
 
 
 + 1 
 
 3 
 
 + 
 
 + 
 
 2- 5 
 
 23 
 
 + 
 
 2 
 
 21^ 
 
 + 1 
 
 k 
 
 
 k 
 
 2-11 
 
 11 
 
 + 
 
 1 
 
 8 
 
 + 1 
 
 6 
 
 + 1 
 
 6 + 1 
 
 2-25 
 
 31 
 
 + 
 
 2 
 
 
 
 10 
 
 + 1 
 
 
 3- h 
 
 55 
 
 + 
 
 2 
 
 
 
 8 
 
 + 1 
 
 
 3-11 
 
 50 
 
 + 
 
 2 
 
 8 
 
 + 1 
 
 
 
 + 
 
 + 
 
 3-18 
 
 19 
 
 + 
 
 2 
 
 1 
 
 + 1 
 
 3 
 
 + 1 
 
 + 
 
 3-2U 
 
 ^5 
 
 + 
 
 2 
 
 8 
 
 + 1 
 
 15 
 
 + 1 
 
 1+0 
 
 k- 1 
 
 36 
 
 + 
 
 3 
 
 k 
 
 + 2 
 
 k 
 
 + 
 
 + 
 
 k- 6 
 
 97 
 
 + 
 
 3 
 
 lU 
 
 1 2 
 
 
 
 + 
 
 + 
 
 k-ik 
 
 55 
 
 + 
 
 3 
 
 30 
 
 + 2 
 
 
 
 
 U-20 
 
 65 
 
 + 
 
 3 
 
 6 
 
 + 2 
 
 
 
 
 1+-29 
 
 87 
 
 + 
 
 3 
 
 8 
 
 + 2 
 
 
 
 
 5- 6 
 
 7h 
 
 + 
 
 3 
 
 
 
 1 
 
 + 1 
 
 
 5-13 
 
 10 
 
 + 
 
 k 
 
 
 
 8 
 
 + 1 
 
 
 5-20 
 
 103 
 
 + 
 
 3 
 
 90 
 
 + 2 
 
 3 
 
 + 1 
 
 
 B-81 
 
TABLE B-10 
 
 RADIOASSAY OF SURFACE WATERS 
 COLORADO RIVER BASIN REGION (NO. 7) 
 
 COLORADO RIVER NEAR PARKER DAM (STA. %d) 
 (continued) 
 
 Analyses Received PVom Ihe United States 
 Public Health Service 
 
 
 
 Micro-micro 
 
 curies per liter 
 
 
 Date : 
 
 Dissolved 
 
 : Suspended 
 
 : Dissolved : 
 
 Suspended 
 
 sampled : 
 
 Beta 
 
 : Beta 
 
 : Alpha : 
 
 Alpha 
 
 1959 (cont. ) 
 
 
 
 
 
 5-27 
 
 1 + 2 
 
 2+2 
 
 3 1 
 
 
 6- 1 
 
 7+1 
 
 
 
 
 6- 8 
 
 
 li+ + 2 
 
 
 
 6-15 
 
 21 + i^ 
 
 13 1 3 
 
 
 
 6-22 
 
 
 
 
 
 6-29 
 
 12+2 
 
 
 
 
 7- 6 
 
 
 
 
 
 7-13 
 
 1 + 1 
 
 21 + 1 
 
 18 + 1 
 
 1 + 
 
 7-22 
 
 U3 + 2 
 
 1 + 1 
 
 k + 
 
 7 + 
 
 7-28 
 
 6+2 
 
 11 + 1 
 
 5 11 
 
 
 8- 6 
 
 
 • 
 
 
 1 + 
 
 8-13 
 
 1|8 + 2 
 
 
 5 
 
 
 8-28 
 
 2k +3 
 
 
 3 + 
 
 
 9- 2 
 
 
 6 + 3 
 
 2 + 1 
 
 
 B.82 
 
TABLE B-10 
 
 RADIOASSAY OF SURFACE WATERS 
 
 COLOR/aDO river basin R^iGIOII (lIO. ?) 
 
 Analyses Received From The Metropolitan 
 Water District of Southern California 
 
 Source and sampling point 
 
 Date 
 sampled 
 
 Date of 
 analysis 
 
 Gross Alphs 
 uuc/l.* 
 
 Gross Beta 
 uuc/l.-"" 
 
 Colorado River 
 
 Lake Havasu at Intaice 
 Pumping Plant 
 
 10-21-52 
 
 10-31-52 
 
 3.5 
 
 7.8+3.6 
 
 (Take Havasu at Colorado 
 River Aqueduct Intake, 
 Sta. 56d) 
 
 10-28-52 
 
 11-25-52 
 
 11-15-52 
 1-13-53 
 
 3.5 
 3.4 
 
 3.9+3.2 
 4.4+3.3 
 
 
 12-22-52 
 
 1-22-53 
 
 3.1 
 
 8.0+3.2 
 
 
 1- 6-53 
 
 1-30-53 
 
 - 
 
 10.8+3.1 
 
 
 2- 3-53 
 
 2-13-53 
 
 4.1 
 
 5.6+2.1 
 
 
 3- 3-53 
 
 3-26-53 
 
 2.5 
 
 7.5+3.3 
 
 
 ii-iii-53 
 
 4-23-53 
 
 3.2 
 
 9.2+2.6 
 
 
 5-12-53 
 
 5-29-53 
 
 3.2 
 
 7.0+2.3 
 
 
 6-16-53 
 
 6-24-53 
 
 3.7 
 
 6.3+2.2 
 
 
 7-1^-53 
 
 0-24-53 
 
 3.1 
 
 9. 8+2. 3 
 
 
 8-16-53 
 
 9-29-53 
 
 4.3 
 
 7.5 
 
 
 9-22-53 
 
 10-11-53 
 
 2.6 
 
 4.3 
 
 
 10-20-53 
 
 11-27-53 
 
 3.3 
 
 10.6 
 
 
 II-2U-53 
 
 12-18-53 
 
 4.4 
 
 7.6 
 
 
 1-19-5^+ 
 
 2-17-54 
 
 4.1 
 
 5.0 
 
 
 2-16-5U 
 
 3-20-54 
 
 3.7 
 
 12.4 
 
 
 4-13-54 
 
 4-2d-54 
 
 2.0 
 
 13.0 
 
 B-83 
 
TABLE B-10 
 
 RADIOASSAY OF SURFACE V7ATSRS 
 
 COLORADO RIVER BASIN REGION (llO. 7) 
 (continued) 
 
 Analyses Received From Tlie Metropolitan 
 Water District of Southern California 
 
 
 Date 
 
 Date of 
 
 Gross Alpha 
 
 Gross Beta 
 
 Source and sampling point 
 
 sampled 
 
 analysis 
 
 uuc/1.-^- 
 
 uuc/1.* 
 
 Colorado River 
 
 
 
 
 
 le.Ke Havasu at Intake 
 Pumping Plant 
 (continued) 
 
 5-11-5^+ 
 6-15-5^ 
 
 5-25-5^ 
 6-29-5^4- 
 
 h.5 
 3.5 
 
 li^.U 
 li+.2 
 
 (T.ake Havasu at Colorado 
 River Aqueduct Intake, 
 Sta. 56d) 
 
 7-27-5^ 
 
 B-2k-^k 
 9-26-3k 
 
 2.9 
 
 3.5 
 
 9-1 
 9.1 
 
 
 9-2I-5U 
 
 II-12-5I+ 
 
 2.8 
 
 7.6 
 
 
 IO-26-5I+ 
 
 ll_29-5i<. 
 
 ^.0 
 
 10.6 
 
 
 11-30-5^ 
 
 1-18-55 
 
 2.9 
 
 7.6 
 
 
 1-11-55 
 
 2-23-55 
 
 3.8 
 
 11.5 
 
 
 2-22-55 
 
 3- ^-55 
 
 3.5 
 
 11.1 
 
 
 3-22-55 
 
 3-30-55 
 
 i^.2 
 
 - 
 
 
 5- 3-^5 
 
 5-12-55 
 
 2.6 
 
 9.2 
 
 
 5-17-55 
 
 6- 3-55 
 
 2.5 
 
 136.5+3.0 
 
 
 6-1U-55 
 
 6-28-55 
 
 3.0 
 
 6.2 
 
 
 7-12-55 
 
 7-27-55 
 
 h.7 
 
 8.1 
 
 
 8-16-55 
 
 8-27-55 
 
 3.6 
 
 9.0 
 
 
 9-13-55 
 
 10- 8-55 
 
 3.2 
 
 15.3 
 
 
 10-25-55 
 
 11-13-55 
 
 k.O 
 
 6.1 
 
 
 11-29-55 
 
 12-10-55 
 
 3.2 
 
 10. i^ 
 
 
 12-27-55 
 
 1-31-56 
 
 1.9 
 
 9.9 
 
 B-8U 
 
TABLE B-10 
 
 RADIOASSAY OF SURFACE WATERS 
 
 COLORADO RIVER BASIN REGION (NO. ?) 
 (continued) 
 
 Analyses Received From The Metropolitan 
 Vfeter District of Southern California 
 
 
 Date 
 
 Date of 
 
 Gross Alpha 
 
 Gross Beta 
 
 Source and sampling point 
 
 sampled 
 
 analysis 
 
 uac/l.* 
 
 uuc/1.* 
 
 Colorado River 
 
 
 
 
 
 Lake Ha-vasu at Intake 
 
 
 
 
 
 Pumping Plant 
 
 1-24-56 
 
 2-13-56 
 
 3.9 
 
 14.7 
 
 (continued) 
 
 
 
 
 
 
 2-21-56 
 
 3- 8-56 
 
 3.0 
 
 10.4 
 
 (Lake Havasu at Colorado 
 
 
 
 
 
 River Aqueduct Intalce, 
 
 3-20-56 
 
 h- 9-56 
 
 4.2 
 
 14.4 
 
 Sta. 56d) 
 
 
 
 
 
 
 5- 8.56 
 
 5-19-56 
 
 4.7 
 
 9.8 
 
 
 6- 5-56 
 
 6-21-56 
 
 4.0 
 
 9.2 
 
 
 7-17-56 
 
 8-28-56 
 
 3.7 
 
 15.1 
 
 
 8-1I+-56 
 
 9.14-56 
 
 3.5 
 
 7.9 
 
 
 9-18-56 
 
 9-28-56 
 
 3.7 
 
 11.9 
 
 
 11- 6-56 
 
 12- 1-56 
 
 4.4 
 
 23.5 
 
 
 12-11-56 
 
 12-28-56 
 
 5.9 
 
 15.4 
 
 
 1- 1-57 
 
 1-22-57 
 
 5.7 
 
 17.6 
 
 
 2-19-57 
 
 3-27-57 
 
 5.5 
 
 19.7 
 
 
 k. U-57 
 
 4-18I57 
 
 5.1 
 
 26.0 
 
 
 U-30-57 
 
 5-24-57 
 
 4.0 
 
 19.6 
 
 
 5-lh-^l 
 
 6- 2-57 
 
 3.5 
 
 28.3 
 
 
 6- 4-57 
 
 6-15-57 
 
 2.0 
 
 31.9 
 
 
 7- 9-57 
 
 8-11-57 
 
 3.6 
 
 26.2 
 
 
 9- 3-57 
 
 12- 5-57 
 
 3.5 
 
 36.4 
 
 
 9-17-57 
 
 12- 6-57 
 
 4.6 
 
 25.4 
 
 B-85 
 
TABLE B-10 
 
 RADIOASSAY OF SURFACE WATERS 
 
 COLORADO RIVER BASIN REGION (NO. ?) 
 (continued) 
 
 Analyses Received From The Metropoli-can 
 Water District of Southern California 
 
 
 Date 
 
 Date of 
 
 Gross Alpha 
 
 Gross Beta 
 
 Source and sampling point 
 
 sampled 
 
 analysis 
 
 uuc/l.* 
 
 uuc/l.-"- 
 
 Colorado River 
 
 
 
 
 
 Lake Havasu at Intalce 
 
 
 
 
 
 Pumping Plant 
 (continued) 
 
 10-15-57 
 11-12-57 
 
 12-17-57 
 12-2U-57 
 
 5.2 
 5.6 
 
 18.1 
 14.3 
 
 (Lake Havasu at Colorado 
 
 
 
 
 
 River Aqueduct Intake, 
 St a. 56d) 
 
 12-10-57 
 1- 7-53 
 
 1- 9-58 
 1-17-58 
 
 3.4 
 3.7 
 
 11.7 
 22.3 
 
 
 3- h-^Q 
 
 4-18-50 
 
 4.7 
 
 8.9 
 
 
 3-12-53 
 
 4-19-58 
 
 5.2 
 
 12.0 
 
 
 i+-29-53 
 
 5-12-50 
 
 3.^ 
 
 15.1 
 
 
 5-27-53 
 
 6- 6-58 
 
 4.1 
 
 17.5 
 
 
 6-24-53 
 
 7- 9-58 
 
 4.0 
 
 15.0 
 
 
 7- 3-58 
 
 7-16-58 
 
 3.^ 
 
 9.3 
 
 
 9- 2-58 
 
 9-11-58 
 
 3.2 
 
 21.0 
 
 
 lO-iU-58 
 
 10-21-58 
 
 3.3 
 
 17.1 
 
 
 II-2I+-53 
 
 12- 2-58 
 
 3.9 
 
 18.8 
 
 
 12-30-58 
 
 1- 9-59 
 
 4.1 
 
 26.6 
 
 
 1-27-59 
 
 2-12-59 
 
 3.0 
 
 l4.2 
 
 
 2-24-59 
 
 3-11-59 
 
 5.4 
 
 16.0 
 
 
 3-24-59 
 
 3-31-59 
 
 4.8 
 
 13.0 
 
 
 4-21-59 
 
 4-29-59 
 
 4.4 
 
 21.2 
 
 
 5-19-59 
 
 6- 9-59 
 
 3.h 
 
 lo.l 
 
 B-86 
 
TABLE B-10 
 
 RADIOASSAY OF SURFACE WATERS 
 
 COLORADO RIVER BASIN REGION (KO. T) 
 (continued) 
 
 Analyses Received From The Metropolitan 
 Water District of Southern California 
 
 
 Date 
 
 Date of 
 
 Gross Alpha 
 
 Gross Beta 
 
 Source and sampling point 
 
 sampled 
 
 analysis 
 
 uuc /l . * 
 
 uuc/l.-" 
 
 Colorado River 
 
 
 
 
 
 Lalce Havasu at IntaJce 
 
 
 
 
 
 Pumping Plant 
 
 6-16-59 
 
 7-15-59 
 
 3.6 
 
 13.9 
 
 (continued) 
 
 
 
 
 
 
 3- U-59 
 
 3-1U-59 
 
 3.7 
 
 1^.9 
 
 (Lake Havasu at Colorado 
 
 
 
 
 
 River Aqueduct Intake, 
 
 8-18-59 
 
 9-16-59 
 
 3.9 
 
 13.9 
 
 Sta. 56d) 
 
 
 
 
 
 
 9- 8-59 
 
 9-19-59 
 
 3.1 
 
 13.0 
 
 
 10-13-59 
 
 10-26-59 
 
 3.6 
 
 10.1 
 
 
 11-10-59 
 
 11-21-59 
 
 3.5 
 
 17.3 
 
 
 12- 8-59 
 
 12-23-59 
 
 h.2 
 
 \h.2. 
 
 *Unit = mi cromicro curies per liter. Unless otherwise stated, the maximum 
 statistical deviation in counting at the 90 percent confidence level for 
 alpha is +O.7 uuc/l. and for beta is +2.6 uuc/l. 
 
 B-87 
 
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 VI. 
 
 
 
 3-39 
 
THIS BOOK IS DUE ON THE LAST DATE 
 STAMPED BELOW 
 
 RENEWED BOOKS ARE SUBJECT TO IMMEDIATE 
 RECALL 
 
 fSR ^; -St 19;^ " 
 
 
 JU- 'Z^'^'^' 
 
 
 dUN 1 '66 
 
 
 ^^'^6 REC'O 
 
 LIBRARY, UNIVERSITY OF CALIFORNIA, DAVIS 
 
 Book Slip-50m-8,'63(D9954s4)458 
 
PHYSICAL 
 SCIENCES 
 LIBRARY 
 
 7"C . 
 C2. 
 A2. 
 
 ho. dst. 
 /j/. 2. 
 
 LIBRARY 
 
 UNIVERSITY OF CALIFORNIA 
 DAVIS 
 
 306015 
 
1 
 
 I