United States of America, and Cross-Appellee v. Fallbrook Public Utility District, and Cross-Appellants, State of California, Intervener

347 F.2d 48
CourtCourt of Appeals for the Ninth Circuit
DecidedOctober 4, 1965
Docket18931_1
StatusPublished
Cited by6 cases

This text of 347 F.2d 48 (United States of America, and Cross-Appellee v. Fallbrook Public Utility District, and Cross-Appellants, State of California, Intervener) is published on Counsel Stack Legal Research, covering Court of Appeals for the Ninth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
United States of America, and Cross-Appellee v. Fallbrook Public Utility District, and Cross-Appellants, State of California, Intervener, 347 F.2d 48 (9th Cir. 1965).

Opinion

*51 MERRILL, Circuit Judge:

This action is brought by the United States to quiet title to its rights to the use of waters of the Santa Margarita River system in San Diego and Riverside counties, California. Those waters are used by the United States to supply the needs of a “Naval Enclave” consisting of Camp Pendleton (a Marine Corps training base), an ammunition depot, and a naval hospital. From final judgment entered by the District Court for the Southern District of California, Southern Division, 1 the United States has taken this appeal. Its principal grievance is that it has been denied any right enforceable against upper users to continue in its diversion of a substantial portion of the waters which it uses to installations located within the Enclave but beyond the watershed of the river. 2

The Naval Enclave extends eastward from the Pacific Ocean and consists of some 135,000 acres of land acquired by the United States in 1942 and 1943, principally from the Rancho Santa Margarita and from public domain. Exclusive jurisdiction has been ceded to the United States by California.

The watershed of the Santa Margarita River includes some 742 square miles within San Diego and Riverside counties. The area is semiarid. The river itself has been described as a typical Southern California river, the flow of which consists, in combination, of surface flow and underflow. 3 Surface flow is intermittent *52 and, during the summer months, virtually nonexistent throughout a substantial portion of the river system. Rainfall usually occurs during the months of November through March. Most of the river’s surface flow occurs after periods of precipitation and, on occasions following flash floods, the volume of flow during a period of a few hours or days can constitute a substantial portion of the entire annual surface flow. Accordingly the water users of the river rely on wells to avail themselves of the river’s water. The heavy volume of surface flow occurs during nonirrigation season and is of benefit in the replenishing of the underground basins which form an important part of the river's underground system.

The river proper commences at the confluence of its two principal tributaries, Temecula Creek and Murietta Creek, thirty-one miles inland from the ocean and eleven miles inland from the boundary of the Naval Enclave. From that point the river flows through Temecula Canyon, a deeply incized rock canyon, to enter the enclave.

The underflow of the river, and of Temecula and Murietta creeks above their confluence, is through the porous sand and gravel of what may be termed subterranean canyons or valleys (referred to throughout the testimony in the District Court as the “younger alluvial deposits”), the sides and bottom of which are composed of relatively impervious rock (referred to as the “older alluvial deposits”). When the walls of the subterranean valleys constrict into narrow canyons the waters rise to flow upon the surface, dropping again to form an underflow as the canyons again widen into valleys. While water is found (and reached by wells) within the older deposits, it is percolating water (see footnote 3, supra). While it does, by percolation, ultimately contribute to the river system it does not, in its percolating state, form a part of the river’s underflow. (See footnote 3.)

On emerging from Temecula Canyon and entering the Naval Enclave the river’s surface flow drops below ground to form the Coastal Basin. It is the subterranean overflow from this basin which reaches the ocean as the mouth of the Santa Margarita River.

It is from this basin that the United States, by wells, draws the water which it uses upon the Naval Enclave.

The predecessor of the United States, the Rancho Margarita, also pumped water from the Coastal Basin, using large quantities of it for irrigation. In 1937 the Rancho installed an extensive system for the irrigation of lands both inside and outside the watershed of the Santa Margarita River.

Since its acquisition of the Rancho the United States has continued to use the Rancho’s wells and diversion system and has drilled additional wells and constructed a complex distribution system to serve the enclave, increasing the quantities of water drawn from the basin. As tabulated in the findings of the District Court, use from 1942 to 1960 amounted to from 2390 to 3340 acre-feet within the watershed and from 2890 to 3910 acre-feet outside the watershed.

The District Court has found that all uses of the United States, both within and without the watershed, are for reasonable and beneficial purposes; that no use is improper or unlawful or has injured any party to this action. Moreover it has found that the United States contributes to the recharge of the Coastal Basin by the return to it of treated sewage effluent and that it has diligently pursued conservation practices.

The two principal riparian owners upon the river system and the two principal *53 disputants in this action are the United States and the Vail Ranch. It is on the Vail Ranch that Temecula Creek and Murietta Creek join to form the Santa Margarita River. In 1948, pursuant to state permit, the Vail Ranch dammed the waters of Temecula Creek to form the Vail Reservoir, by which the waters of that creek are completely controlled and regulated and by means of which Vail diverts water to irrigate certain of its lands in Pauba Valley.

In 1923 an action in the state courts was brought against Vail by Rancho Santa Margarita to secure an apportionment between them of the waters of the river. After a protracted trial and a judgment which was reversed in part by the California Supreme Court (Rancho Santa Margarita v. Vail (1939) 11 Cal.2d 501, 81 P.2d 533), settlement negotiations resulted in an agreement between the parties which, by stipulation, was incorporated into a court decree entered December 26, 1940.

By this agreement and decree the waters of the river were apportioned one third to Vail and two thirds to the Rancho. The agreement and decree also provided that the Rancho could use the waters allocated to it both within and without the river’s watershed and that Vail could use its allocated waters on certain specified nonriparian land. The District Court concluded that the United States has succeeded to the Rancho’s rights under this decree.

Fallbrook Public Utility District is a relative newcomer on the river. Its claims are not riparian but appropriative and, under California law, are thus limited to such waters as are not required by the riparian owners. It has secured from the state a license to a direct flow appropriation of two-and-one-half cubic feet per second with a 1946 priority, and has three unperfected claims with 1946 and 1947 priorities to store water in a proposed reservoir situated immediately upstream from the eastern boundary of the Naval Enclave.

Early in this present litigation, on November 29, 1951, a stipulation was entered into between the United States and the State of California, as intervenor in the action

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347 F.2d 48, Counsel Stack Legal Research, https://law.counselstack.com/opinion/united-states-of-america-and-cross-appellee-v-fallbrook-public-utility-ca9-1965.