Water rights data and estimated entitlements to the flow of the Feather River
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Nt Bh datas OR) Oe! f Bhi SEE yt Lepesant Magid wwe hare ee CC) ea Ore tay Ey as Le 2 yy HA ae) tans State of California THE RESOURCES AGENCY Department of Water Resources BULLETIN No. 140 WATER RIGHTS DATA AND ESTIMATED ENTITLEMENTS TO HEE FEOW OF THE FEATHER RIVER AUGUST 1965 mnistravor = GOVE NOL WILLIAM E. WARNE Director Department of Water Resources es é invents ed iaH30 8 savauoaan a 4 es21u098f ete 49. itieins+ 6 aa Ob ol HTS A. pomaen 2g ¥ ihe a be 7 Neder te “a , re cae Am a Tg ¥ 9 ford TABLE OF CONTENTS iEProR OF TRANSMETUAL, «6 6 «6 se « « « ORGANIZATION, DEPARTMENT OF WATER RESOURCES, ORGANIZATION, CALIFORNIA WATER COMMISSION,. CHAPTER I. INTRODUCTION. pmb BEES Ayo G oO Oo Oo oO 0 dO OedeomonowoeD The" State*WatertPiants fo. thes eos tae Oe The Central Valley Project . ....s-+«e. The 1956 Cooperative Study Program..... The State Water Project. . . ..e«.s-e«-+seee The Feather River Trial Distribution Program Area Of Inveceteations (h.% es sss te TM CHAPTER II. WATER SUPPLY, Study Porindmmactsds tars te ols cleumed Sette Determination of Reaches . . . « 6s 0 «© « « Vad hey? Filpor* Reaches, /0"% 3° ose 6% UpstreamtReaches, : 42% % 6% 3% & % Method ef*Computation: . . 1... % 4s & & & Diversion and Storage Change. . ... ReturriyBowar % 5% % % % 6.8. 4 RS Accretions and Depletions Due to Ground SDSCLAGEMOW sso) a. 6 6 0   6 (8 8" 3e Assumed Water Rights and Diversion Allowances... Summary of Average Monthly and Seasonal Entitlements to the Flow of the Feather River... Available Water Remaining in Consideration of All Assumed in Study No. 6. Available Water Remaining in Consideration of All Assumed in Study No. 7. Available Water Remaining in Consideration of All Assumed in Study No. 8. Available Water Remaining in Consideration of All Assumed in Study No. 9. Available Water Remaining in Consideration of All Assumed in Study No. 9. PLATES (All plates are bound at the Area of Investigation) Location of Facilities Above. Assumed Riparian Lands, Place of Use of Appropriative. Each Reach After Rights as Determined. Each Reach After Rights as Determined. Each Reach After Rights as Determined. Each Reach After Rights as Determined. Back of the bulletin) Oroville Rights, and Boundaries of Local Water Users. 163. Shoutley, Seidry, Sep. ee pe a es + apes saab a ne fuged 2 =i aie ae gt Wolncersd petits 6 iio a bbs ial oda. Fey ‘ * 2 gessire ye i LA MOET +710) then Right ~ e ‘tigaiieie bua ytdae var — OEM) fener’ »otyaeT ee hUMU tea Ph: don Sy tesla hewierrs30. 05 codgin bany eA Pes; UROC °F Pk ke ae ee a a ri * 8 redid abu 02 a Siagra? rose ' 'el ov ay, tre i +2 assET on Pe nat ae an re ia yee my di takgb Orb ors hia i ewan Pan Lattin : Bee, x 4 Re! not Bl: Ti a3? RSS SURG Pe Ne re armas Bein P eberve mk’ ae tno ¢ (RRA iw? 9 FA it ue aoe ak 1 ; Velie Soe Wat ive Hk danet Hoge aby, aM: benkraoi ob o5rtgkt homes TR Bo: non: / gage FERRARA eo. 8 ee i Sige. at tw ea at Water ie wae, eae yi ; vt (niseitud ods t¢ obi ait te bevodeeth 297) Inyo # 7 thd WUEOR feo’ «ae Sing es ye sole ai } ighves Pea ig ; oF rbvog?" 5 A 4 es | aber aoe ae i E OF CALIFORNIA—RESOURCES AGENCY WILLIAM E. WARNE, Director PARTMENT OF WATER RESOURCES July 16, 1965 Honorable Edmund G. Brown, Governor, and Members of the California State Legislature State Capitol Sacramento, California Gentlemen: I am pleased to transmit for your information Bulletin No. This bulletin presents a summary of the water rights data along the Feather River and estimates, under various assumptions, of the average monthly and seasonal entitlements of each water user. This bulletin will provide information for the Department and the local water users in the Feather River service area to aid in the determination of the relative entitements to the flows of the Feather River. A clear understanding of these entitements is necessary to guarantee the local users a continued water supply. Sincerely yours, Director STATE OF CALIFORNIA THE RESOURCES AGENCY DEPARTMENT OF WATER RESOURCES EDMUND G. BROWN, Governor of California HUGO FISHER, Administrator, The Resources Agency WILLIAM E. WARNE, Director, Department of Water Resources ALFRED R. GOLZE, Chief Engineer JOHN M. HALEY, Acting  ‘This relay te » A Mtl i ote. ates ~etetage, ~ & a r ’ eoaaly ait ‘ : ’ ~, > a) ] rc a A oni i ee ¢ Ty ‘ eh Pete, SOW dled, We sire25eu.SERAUE <i HG i OP @y oe, siadet GaNtd 1c Ma0T : pli KAMaTS allot. af yaoeivoe zim PM va — oe | 7 Spibaxtyin.ciewrat 0. CHAPTER I. INTRODUCTION The relative rights of water users in the State of California has always been significant in the State and at times resulted in arguments leading to costly litigation or in the earlier days to bloodshed. Early History During the gold rush of the 1850s in the State of California, water was necessary to separate gold from its natural habitat. The first miners utilized the "panning" of gold in the stream channel itself. As the availability of surface gold decreased, more productive methods were devised to work buried gold deposits. These advanced methods involved the diversion of water from the existing channel to the mining operations which eventually developed into huge hydraulic mines. Hydraulic mining, though a boon to gold mining, proved to be a detriment to agriculture; the discharge to the streams of mining debris filled the valley floor stream channels, resulting in frequent flooding of adjacent agricultural lands. In 1884 a Federal Court granted an injunction prohibiting hydraulic mining operations except that done behind a retaining wall or dam. With the decrease in gold mining, the water became available for other uses. The production of electrical power extended the useful life of the extensive diversion systems which had been constructed to supply the gold mining operations. In the Feather River drainage area, excellent examples of such systems are the Miocene and Hendricks Canals of the Pacific Gas and Electric Company, which divert water from the West Branch Feather River for power production in the Lime Saddle, DeSabla and Coal Canyon Powerhouses. The climate of California with long, dry, warm summers, coupled with the exceptionally fertile soils of the great Sacramento Valley, led to the development of extensive irrigation systems from the Sacramento River and its tributaries on the valley floor. Two of the early major developments of irrigation distribution facilities in the Sacramento Valley, the Great Western Canal Company and the Sutter Butte Canal Company, were developed to utilize the waters of the Feather River to irrigate the area between the Feather River and the Sacramento River in Butte and Sutter Counties. The State Water Plan The staff of the State Engineer's office recognized, as early as 1924, that the waters of the Sacramento Valley were over-appropriated with respect to low flows such as occurred in the critical year of 1924. It was also recognized that the only solution to this situation was the construction of projects that would store water in months of surplus flows and release it for use during summer months of low flows. This fact was an important consideration in the recommendation by the staff of the Division of Water Resources for the imple-mentation of the State Water Plan presented to the Legislature in 1931. In 1927, anticipating the presentation of this plan, the Department of Finance of the State of California, filed upon unappropriated waters at certain locations in the Central Valley in order that water rights might be obtained which would enable the operation of a State Water Plan. The Central Valley Project Although it was contemplated that the Central Valley Project, the initial unit of the State Water Plan, would be built by the State of California, it was found necessary to call upon the Federal Government for assistance in implementing the project. As a result, the U.S. Bureau of Reclamation began construction of the Central Valley Project in 1935. Applications for water rights pertinent to the Central Valley Project filed by the State Department of Finance in 1927 were assigned to the United States. In addition, the State Department of Finance filed supplemental applications required for Central Valley Project operation in 1938, and these filings were also assigned to the United States. Subsequently, the U.S. Bureau of Reclamation made independent application for water rights for its Central Valley Project. Shasta Dam, the first unit of the Central Valley Project, was completed by the Bureau of Reclamation in 1944. Subsequent to this, the Bureau of Reclamation began to interview diverters along the Sacramento River to explore the water rights problem. Results of the interviews and exchanges of correspondence indicated that such attempts would be fruitless. It became the conviction of many persons involved that litigation would be required to determine the various water rights prior to the water rights problem. Representatives of the water users, the State, and the Federal Government, realizing the complexity, expense, and time involved in litigation to solve the water rights problem, agreed in 1952 to attempt to solve the problem through negotiation. The 1956 Cooperative Study Program During the following years, intensive hydrologic measurements resulted in the accumulation of sufficient data to make possible the initiation of detailed water entitlement studies. In 1956, the "1956 Cooperative Study Program" was initiated as a joint venture between the United States Bureau of Reclamation, the Sacramento River, and Delta Water Association, and the Department of Water Resources. These studies involved the determination of the water supply available along the Sacramento River and in the Sacramento-San Joaquin Delta, the water rights to this water supply, the estimated amounts of unappropriated water remaining during the irrigation season, April through October. These studies provided the major basis for the presentation before the State Water Rights Board by the United States Bureau of Reclamation in support of its applications requesting water right permits for the operation of the Central Valley Project. These and similar studies are being utilized by the Bureau of Reclamation and the water users along the Sacramento River in negotiations of entitlements to the flow of the Sacramento River. The State Water Project Subsequent to World War II, the unprecedented development in California, with corresponding increases in demands for water, dictated that a solution to the State's water problems was needed. The Legislature in 1945 directed the State Water Resources Board to conduct an investigation of the water resources of California. The results of these studies are presented in the State Water Resources Board Bulletins No. 1, "Water Resources of California, 1951", No. 2, “Water Utilization and Requirements of California in 1955", and No. 3, "The California Water Plan, 1957". Concurrently, the Division of Water Resources pursued the study of a project that would meet the immediate water requirements of the State. In May 1951, State Engineer A.D. Edmonston presented the first complete report on the Feather River Project, "Feasibility of the Feather River Project and Sacramento-San Joaquin Delta Diversion Projects Proposed as Features of the California Water Plan". The general plan outlined in this report is now under construction as the State Water Resources Board. Project. The Feather River Trial Distribution Program It was known that agreement to the entitlement of the waters of the Feather River required settlement before the successful operation of any project could be contemplated. The difficulty of the negotiations between the Bureau of Reclamation and the local water users of the Sacramento River pointed out that these agreements should be reached before the project was constructed. In 1956, the Legislature authorized the Feather River Trial Distribution Program. The objective of the program was to provide sufficient data to support entitlement negotiations with the individual water users along the Feather River and to support applications by the Department of Water Resources before the State Water Rights Board for permits to operate the State Water Project. This report presents the results of this program and describes the computation procedure used. Area of Investigation The area of investigation under the Feather River Trial Distribution Program is shown on Plate 1. This area can be divided into two major subareas. The first subareas is the drainage basin of the Feather River above Oroville, in which only those water rights for storage or direct diversion which will have a measurable effect on the flow of the river at Oroville during the irrigation season were considered. The second subareas is essentially the service area of the Feather, Yuba, and Bear Rivers on the Sacramento Valley Floor. In this area, all known water rights, regardless of magnitude or effect on stream flow, were considered. In the Feather River drainage basin above Oroville, agricultural uses of water, such as in Indian, Mohawk, American, and Sierra Valleys and "river run" power uses by the Pacific Gas and Electric Company down the North Fork of the Feather River, were not included. Their affect on the flow at Oroville was determined to be insignificant during the critical months of the irrigation season. The change in water supply regimen on the valley floor caused by the operation of Lake Almanor, Butt Valley Reservoir, Bucks Lake, and Lost Creek Reservoir was considered. The direct diversions for power and for consumptive use out of the drainage basin by Pacific Gas and Electric Company from the West Branch Feather River through the Hendricks and Miocene Canals, and the diversions by the Oroville-Wyandotte Irrigation District through the Palermo Canal and Forbestown Ditch, were also considered. Within the Sacramento Valley floor service area of the Feather, Yuba, and Bear Rivers, approximately 96,000 acres are irrigated by direct diversion from the rivers in any one year. Within this service area many varieties of orchard, truck, and field crops are grown. Rice is the predominant water-using crop irrigated by diversion from the rivers. The City of Oroville is located at the northern end of the valley floor service area at the southwestern corner of the Feather River Drainage Basin. The metropolitan area of Yuba City-Marysville is located at the confluence of the Yuba and Feather Rivers. For the Feather River portion of the valley floor service area, the maximum diversions of record, for the months April through October over the period 1924-1962, occurred in 1953 when 782,400 acre-feet were diverted. Two major water users in the service area account for about 93 percent of the total Feather River surface water diversions. The Joint Water Districts divert about 75 percent and the Western Canal Company, a subsidiary of the Pacific Gas and Electric Company, diverts about 18 percent. . : we ee! ; <a se u it eee oe ia i : a i aan yi ae Ll pn bbe aa e fever tioddueg* tha nee al: Pove , f | i OA a i trae add 2ave, perhas ; “ran 1 1? on : 5 3 i F by , . i | 7 ; 7 \w aS BA g Fy ete 538, Hf ie laa Hs ¥ v Ld | 7 id nore Mtewahedstatky Gitte re 9 to Nara PSST aay, rah a sogawl sac@ige weve vated ‘asodithis. *” Beoteq: £¢ (ayn “7? iar Re Seto 9 eee av ) pee sd naw saint: xo tal sutot.| eff poate: % instonie’ J wrreDeeg vatesone a anode ov voe thy hae Fi «i ee ‘. Aisi ar rt a ngs Witt oh | 3 ate ¢ ve ves peer, tee Lape eek me CHAPTER II. WATER SUPPLY One of the first steps in the studies to estimate the entitlements to the flow of the Feather River was to determine the available water supply. The term "modified flow", as used in these studies, is defined as the flow that would have existed if no di- versions had been made under water rights to be assumed in these studies. This term is in contrast with "natural flow" in that not all uses of water are considered. Tables at the end of this chapter present all the data dis- cussed herein. Study Period The study period covered in the Feather River Trial Distribution studies was limited to the irrigation season from April through October, when the demands are greatest and the supply is least, during the years 1924-1962, the 39-year period covered by existing hydrologic records of both streamflow and water use. The months of November through March were excluded because sufficient supplies were found to exist during those months for all uses of water along the valley floor. Determination of Reaches The Feather River system was divided into 15 reaches and the water supply computed for each of these reaches was assumed to be available for diversion along the entire length of the reach. In the Sacramento River Trial Distribution studies the Sacramento River was divided into Reach 1 and Reach 2. The Sacramento-San Joaquin Delta and the American Rivers were designated. Reaches 3 and 4, respectively. The Feather River system reaches were numbered from 5 through 19. Valley Floor Reaches The valley floor portion of the Feather River system was divided into five reaches determined by (1) the availability of hydrologic data, (2) the points of inflow to the system, and (3) the availability of water to the diversion points of the assumed rights. Reach 5. Reach 5 was assumed as the Feather River from its confluence with the Sacramento River to its confluence with the Bear River. The upper limit of this reach was determined by the inflow of the Bear River. The flows of all streams in the Feather River system were considered to be available in this reach. Reach 6. Reach 6 was assumed as the Bear River from its confluence with the Feather River to the diversion dam of the Camp Far West Irrigation District at Mile 16.7. The upper limit of this reach was determined by the diversion location of the assumed rights of the Camp Far West Irrigation District. The historic flow of the Bear River was considered to be the only supply available in this reach. Reach 7. Reach 7 was assumed as the Feather River from its confluence with the Bear River to the Southern Pacific Railroad trestle crossing the Feather River at Mile 30.0. The upper limit of this reach was selected to include the return flow from the Yuba River diversions accreting to the Feather River through Jack Slough. The flows of the Feather and Yuba Rivers and the return flows through Jack Slough were considered to be available in this reach. Reach 8. Reach 8 was assumed as the Yuba River from its confluence with the Feather River to the eastern boundary of Section 28, T16N, R5E, MDB&M, about two miles above Daguerre Point Dam. The upper limit of this reach was determined by the extent of the assumed irrigable riparian lands. The historic flow of the Yuba River near Smartville is the only water supply available in this reach. Reach 9. Reach 9 was assumed as the Feather River from the Southern Pacific Railroad trestle crossing the Feather River at Mile 30.0 to the Western Canal diversion facility at River Mile 61.2. The upper limit of this reach was determined by the extent of the assumed riparian lands. The Feather River is the only source of water supply available in this reach. Upstream Reaches The Feather River system above Oroville was divided into 10 reaches. Although spoken of as reaches, these are actually specific locations on the river and for its tributaries on which adequate data were available to estimate the entitlements under assumed rights utilizing the streamflow at or near the location and to determine the effect of such entitlements on the valley floor water supply. These reaches and the facilities either utilizing or proposing to utilize the streamflow under rights assumed in the studies are listed below. The location of the facilities is shown on Plate II. "Location of Facilities above Oroville". Reach Number Location Facility 10 Feather River near Oroville Oroville Dam and Reservoir 11 West Branch Feather River Hendricks and Miocene near Yankee Hill Canals 12 North Fork Feather River Lake Almanor near Prattville 15 South Fork Feather River Palermo Canal at Enterprise 14 South Fork Feather River Little Grass Valley near LaPorte Reservoir 15 Lost Creek near Clipper Lost Creek Reservoir and Mills Forbestown Ditch 16 Butt Creek at Butt Valley Butt Valley Reservoir Reservoir 17 Bucks Creek at Bucks Lake Bucks Lake 18 Middle Fork Feather River Nelson Point Reservoir at Nelson Point 19 Middle Fork Feather River Clio Reservoir Method of Computation The computation procedures to determine the modified flows followed the accepted method of natural flow calculation. The historic flows were adjusted by adding diversions or uses of water, increases in reservoir storage and exports and by subtracting return flows, releases of reservoir storage, and imports. Diversion and Storage Change The specific impairments used in these studies were determined as (1) those that have a major effect on the valley floor water supply during the irrigation season and (2) those that reflect historic use of water under water rights to be considered in the studies. The following impairments were considered in the determination of the modified natural flows: 1. All diversions from the Feather River below Oroville. 2. All diversions from the Yuba River below Englebright Reservoir. 3. All diversions from the Bear River below Camp Far West Reservoir. 4. The diversions from the West Branch Feather River through the Miocene, Hendricks, and Wilenor Canals. 5. Storage change of Phillbrook and Round Valley Reservoirs and Lake Wilenor on the West Branch Feather River. 6. Storage change and evaporation of Lake Almanor, Butt Valley Reservoir, and Bucks Lake on the North Fork Feather River and Tributaries. 7. Diversions and storage change of the Forbes-town Ditch and Lost Creek Reservoir on Lost Creek. The inclusion of Phillbrook and Round Valley Reservoirs and Lake Wilenor on the West Branch North Fork in Item 5 above does not fit the previously specified criteria for consideration of impairments. However, they were considered to prevent an unnaturally large modified flow in the later summer months when major releases are made from these reservoirs to supply the diversion of the Hendricks, Wilenor and Miocene Canals. The South Fork Project of the Oroville-Wyandotte Irrigation District began operation in the fall of 1961. Through an oversight, the effects of storage imports, and diversion other than through Palermo Canal, Forbestown Ditch, and Lost Creek Reservoir were not included in this study. This exclusion has only a minor effect on the results of the studies in the last year of the study period, 1962. The additional impairments to the flow of the Feather River at Oroville, listed below, were not used in these studies. These impairments would have only a minor effect on the flow of the river at Oroville during the study period: 1. The consumptive use on the North and Middle Fork of the Feather River. 2. The import to Sierra Valley from the Little Truckee River. 3. The regulation of the North Fork Feather River by the power operations of the Pacific Gas and Electric Company other than Lake Almanor, Bucks Lake, and Butt Valley Reservoir. 4. Regulation of the flow due to the operation of the following reservoirs: a. Mountain Meadows Reservoir b. Three Lakes Reservoir c. Lower Bucks Lake d. Grizzly Creek Forebay e. Frenchman Reservoir The impairments of the flow of the Yuba and Bear Rivers above the valley floor were not considered for two reasons: (1) it was assumed that the historic flows would provide a reasonable measure of the use of the early upstream rights; and (2) the inflow from these two streams accrete to the Feather River below the diversion points of a major portion of the assumed rights along the river. Return Flows The only return flows considered were the operational spills from the Sutter Butte Canal accreting to the Feather River, and the return flows from Yuba River diversions accreting to the Feather River through Jack Slough. All other Yuba River, all Bear River, and all left bank (east) Feather River diversion return flows were determined to be negligible. The return flow from the right bank (west) Feather River diversions do not return to the Feather River. North of the Sutter Buttes they accrete to Sutter Bypass through Butte Creek, and south of the Sutter Buttes they accrete to Sutter Bypass. Accretions and or Depletions to Streamflow due to Ground Water No adjustment was attempted for accretions to the stream or depletions from the stream due to groundwater. These accretions and or depletions are reflected in the historic records of streamflow. It was concluded that the water supply available for diversion under the assumed rights will be affected by these accretions and or depletions in the same manner as they have in the past. Special Flow The values tabulated herein as the "Modified Flow of Bucks Creek" are not a measure of the streamflow in Bucks Creek. They are values of sufficient magnitude to allow the effect of water storage under the assumed right for Bucks Lake to be reflected in the water supply throughout the system. =15= i. biviwyossh wvaw : —™ ~~ 3K ( ab : ' le waa wl 7 : We ane ett lt * vis er oni so ties ® | : 7 oe ay 4 i 7 7 is Yo a aane foes eae? ee ae 69, pear adits rode : 7 fseor@l Yaak” wy sveyaon ni. 8 ood aidue eis to é us e : ; ? Th an vy) . oobjevoun seed. cin ewtawane 93. wh, fhpoxsa a4 woxt acol Th. . ’ r , ; Soe aa a a; Walp ves Ad y 4 & ; , N fr. ‘ .wo liemegay 2c ebiodat Okte qe ee fi s ha saban. fie latevib 20% ‘sidall owl elem Smdviiir ‘la. Sedo babslssoa atl ue De wey) To\boe of Ee re smi vi ; ' ak ac ode ar oar ee ecueeer lege ans 7 i Sie Page. yer’ miu a ma : 7 ' ri % Al axoul 3o wolt hartiea?”’ bi3 am con : axis08 Bt whly mowty at om a TABLE 1 HISTORIC STREAMFLOWS Table 1 contains 28 pages. The first two pages list the following data: Column 1: The identification number of each historic streamflow record. Column 2: The name of the station. Column 3: The source of the historic record used. Column 4: The period of the historic record used. Column 5: The period or periods when the historic flow was estimated. The remaining pages tabulate the monthly and seasonal totals of historic flow at each station. The first column is the reach number to which the historic streamflow applies. 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Column 2: The name of the modification. 