Johnson Rancho County Water District v. State Water Rights Board

235 Cal. App. 2d 863, 45 Cal. Rptr. 589, 1965 Cal. App. LEXIS 985
CourtCalifornia Court of Appeal
DecidedJuly 20, 1965
DocketCiv. 11100
StatusPublished
Cited by5 cases

This text of 235 Cal. App. 2d 863 (Johnson Rancho County Water District v. State Water Rights Board) is published on Counsel Stack Legal Research, covering California Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Johnson Rancho County Water District v. State Water Rights Board, 235 Cal. App. 2d 863, 45 Cal. Rptr. 589, 1965 Cal. App. LEXIS 985 (Cal. Ct. App. 1965).

Opinion

FRIEDMAN, J.

— Petitioner Johnson Rancho County Water District is a public entity located in Tuba County and formed in 1958 under the provisions of the “County Water District Law.” (Wat. Code, §§ 30000 et seq.) Tuba County Water Agency, the real party in interest in this action, is a countywide public entity established by a special act of the Legislature in 1959 to develop and promote the use and regulation of the water resources of Tuba County. 1 (Cal. Stats. 1959, ch. 788, as amended; Wat. Code-App., eh. 84 [Deering’s Wat. Code, Act 9407, §§1-28.].) These two agencies presented competing applications before the respondent State Water Rights Board seeking permits to appropriate major portions of the remaining unappropriated water of the Tuba River. Each application described a plan for development of a series of water storage and power facilities. Construction of both projects is not possible because of conflicts in the location of facilities.

After considering plans and supporting data plus testimony developed in eight days of hearing, the Water Rights Board on December 19, 1963, filed a decision approving the Tuba Agency project, granting its water rights applications (subject to minor limitations) and denying the applications of Johnson Rancho. On February 17, 1964, the board denied Johnson Rancho’s petition for reconsideration. The latter commenced a mandate action in the Superior Court of Nevada County seeking judicial review of the Water Rights Board’s action. The trial court’s review resulted in its re *866 fusal to disturb the board’s decision and in denial of the writ of mandate. Johnson Rancho appeals. The State Water Rights Board has filed a brief in its role as respondent and the Yuba Agency a separate brief as real party in interest.

The parties are in apparent agreement that Code of Civil Procedure section 1094.5 2 governs judicial review of Water Rights Board actions on applications for water appropriation. (Temescal Water Co. v. Department of Public Works, 44 Cal.2d 90, 106 [280 P.2d 1].) They also seem to agree that the reviewing court is not to reweigh the evidence but to determine, from the evidence before the board, whether the findings of the board are supported “by substantial evidence in the light of the whole record.” (Code Civ. Proc., § 1094.5, subd. (c); see Southern Cal. Jockey Club, Inc. v. California Horse Racing Board, 36 Cal.2d 167, 174-175 [223 P.2d 1].) Nevertheless, the trial court findings recite that the findings of the Water Rights Board are supported by the weight of the evidence.

The decision of the Water Rights Board sets out condensed descriptions of the respective projects. The Johnson Rancho plan is described as follows: “The revised plan contemplates the construction of the Indian Valley Reservoir of 282,000 acre-foot capacity on the North Yuba River, an 825,000 acre-foot capacity Parks Bar Reservoir on the main stem of the Yuba River, and a 200,000 acre-foot capacity Waldo Reservoir for off-stream storage on Dry Creek. Water is to be released from the Indian Valley Reservoir through the Indian Valley Power Plant located at the downstream toe of the dam, thence into New Bullards Bar Reservoir for release through New Bullards Bar and New Colgate Power Plants to P.G-.&E.’s Englebright Reservoir. Water will be either re *867 leased from Engelbright Reservoir directly into the proposed Parks Bar Reservoir, thence through Parks Bar Power Plant, or through a proposed Smartsville conduit system which will either take the water to a penstock leading into the Parks Bar Power Plant or to storage in the proposed Waldo Reservoir. Consumptive use of water will be within the Wheatland Water District, Johnson Rancho District and adjacent areas, and on lands in Butte, Sutter, Nevada and Placer Counties, and on an undesignated 1,000,000 acres on the valley floor of the Sacramento and San Joaquin Rivers. ’ ’

In support of its application the Yuba Agency submitted a plan described as follows: “Yuba proposes to construct a diversion dam, referred to as Hour House, on the Middle Yuba River, which will divert water through the Lohman Ridge Tunnel to Oregon Creek. Immediately below the outlet of this tunnel, water will be diverted from Oregon Creek by the Log Cabin Diversion Dam through a proposed Camptonville Tunnel to Willow Creek which enters the North Yuba River upstream from a proposed new Bullards Bar Dam. This dam is to be located on North Yuba River approximately 1.5 miles downstream from the existing Bullards Bar Dam of Pacific Gas and Electric Company (hereinafter referred to as ‘P.G. & E.’), which will be inundated. The reservoir formed by this dam will have a gross capacity of 930,000 acre-feet. A two-unit New Bullards Bar Power Plant with a capacity of 132,000 kilowatts will be located at the downstream toe of the dam.

“New Bullards Bar Dam will be a rock-fill or concrete-arch structure. If it is to be rock-fill, the fill material will cover the site of P.G. & E’s Colgate Dam and the intake works of an existing power tunnel. This will necessitate the construction of a new dam approximately 2,700 feet downstream from the axis of the New Bullards Bar Dam, along with 3,000 feet of new tunnel to link the forebay formed by the new dam and the existing P.G. & E. tunnel. A New Colgate Tunnel, 22,400 feet in length with a capacity of 3,800 cfs, will be constructed with an intake immediately upstream from the New Colgate Dam to connect with a 2,300 foot penstock to a proposed New Colgate Power Plant. If New Bullards Bar Dam is to be a concrete-arch structure, existing Colgate Diversion Dam will create a forebay for the existing tunnel of P.G. & E., as well as the New Colgate Tunnel. The New *868 Colgate Power Plant will be located on the north bank of the Yuba River approximately 600 feet downstream from P.G. & E.’s existing Colgate Power Plant and will have a total installed capacity of 122,000 kw.

“An existing Narrows Dam which creates Englebright Reservoir is located approximately nine miles downstream from the Colgate Power Plant and six miles from the confluence of the South Yuba River and the Yuba River. Water will be conveyed from Englebright Reservoir to a proposed New Narrows Power Plant which will be a 41,000-kw. installation. The proposed Timbuctoo Afterbay Dam will be located approximately two and one-half miles downstream from the Narrows Power Plants. It will have a gross storage capacity of 5,700 acre-feet and will furnish regulatory storage for the purpose of serving Yuba’s proposed North and South Canals and the existing canals of the Hailwood Irrigation Company and the Cordua Irrigation District. An Irrigation Diversion Weir will divert water into proposed North Yuba and South Yuba Canals to serve lands within Yuba County.”

During the course of the board’s hearings Johnson Rancho submitted a compromise proposal calling for joint development of projects along the river by both agencies.

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Bluebook (online)
235 Cal. App. 2d 863, 45 Cal. Rptr. 589, 1965 Cal. App. LEXIS 985, Counsel Stack Legal Research, https://law.counselstack.com/opinion/johnson-rancho-county-water-district-v-state-water-rights-board-calctapp-1965.