City of Barstow v. Mojave Water Agency

5 P.3d 853, 99 Cal. Rptr. 2d 294, 23 Cal. 4th 1224, 31 Envtl. L. Rep. (Envtl. Law Inst.) 20023, 2000 Cal. Daily Op. Serv. 6973, 2000 Daily Journal DAR 9265, 2000 Cal. LEXIS 6115
CourtCalifornia Supreme Court
DecidedAugust 21, 2000
DocketS071728
StatusPublished
Cited by74 cases

This text of 5 P.3d 853 (City of Barstow v. Mojave Water Agency) is published on Counsel Stack Legal Research, covering California Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
City of Barstow v. Mojave Water Agency, 5 P.3d 853, 99 Cal. Rptr. 2d 294, 23 Cal. 4th 1224, 31 Envtl. L. Rep. (Envtl. Law Inst.) 20023, 2000 Cal. Daily Op. Serv. 6973, 2000 Daily Journal DAR 9265, 2000 Cal. LEXIS 6115 (Cal. 2000).

Opinion

Opinion

CHIN, J.

I. Introduction

We granted review to determine whether a trial court may definitively resolve water right priorities in an overdrafted basin with a “physical solution” that relies on the equitable apportionment doctrine but does not consider the affected owners’ legal water rights in the basin. 1 We conclude it may not, and affirm the Court of Appeal judgment in that respect. In the second part of this opinion, we address whether the Court of Appeal erred in concluding that the trial court abused its discretion when it determined that a water producer who desired to stipulate to the physical solution was fairly apportioned its share of water. We conclude the Court of Appeal erred on this point. We therefore affirm in part and reverse in part the Court of Appeal judgment. 2

II. Background

The Mojave River originates in the San Bernardino Mountains, where rain and snow runoff give rise to the West Fork of the Mojave River and Deep Creek. These tributaries join at the mountain foothills in an area called The Forks to form the Mojave River. From The Forks, the Mojave River flows approximately 90 miles north to Victorville and Helendale, northeast to Barstow, east to Afton, and finally to its terminus in Soda Lake.

The Mojave River Basin area extends approximately 3,600 square miles and encompasses several cities, including Victorville, Hesperia, Apple Valley, Adelanto, and Barstow. 3 The Mojave River Basin is divided into five hydrologic subareas: The Helendale Fault separates the Alto and Centro *1234 Basin subareas; the Waterman Fault separates the Centro and Baja Basin subareas; the Oeste Basin subarea is west of the Alto Basin subarea; and the Este Basin subarea is east of the Alto Basin subarea and south of the Centro Basin subarea. Because these basins are interconnected, some of the surface inflow to one basin is outflow from another. The groundwater and surface water within the entire Mojave River Basin constitute a single interrelated source.

The Mojave River, cyclically replenished from rainfall in the San Bernardino Mountains, is the main water source for the Mojave River Basin. The river’s flow in the downstream area, however, has decreased in recent years. Groundwater extractions in the Alto Basin have lowered the water table, increasing the Alto Basin’s storm flow absorption. As more water is absorbed in the Alto Basin, less water reaches the downstream area.

Before the 1950’s, the Mojave River Basin economy primarily relied on transportation, mining, military, and agriculture. The economy and investment in the area soon grew and, by the mid-1950’s, demand for water in the basin exceeded the natural supply, resulting in an overdraft condition. Development continued, particularly during the 1970’s and 1980’s. By 1990, the basin’s population was approximately 235,000, more than 10 times the population in 1950. The largest increase in overdraft in the basin occurred between 1970 and 1980. During that time, well levels and water quality experienced a steady and significant decline. If overdraft conditions continue, the basin’s water supply will experience significant depletion.

III. Facts and Procedure

In 1990, the City of Barstow and the Southern California Water Company (plaintiffs) filed this action against the City of Adelanto, the Mojave Water Agency (MWA), 4 and other upstream water producers, claiming that their groundwater production was adversely impacting plaintiffs’ water supply, and that they contributed to the entire Mojave River Basin overdraft. 5 Plaintiffs sought an average annual flow of 30,000 acre-feet of water to the Barstow area and a writ of mandate to compel the MWA to import supplemental water from the State Water Project.

*1235 In 1991, the MWA served over 1,000 persons with an amended cross-complaint that joined substantially all water producers within the Mojave River Basin, except for certain small producers. The cross-complaint requested a declaration that the available native water supply was inadequate to meet producer demands within the Mojave River Basin and asked the court to apportion water rights among the various water producers.

The trial court stayed the litigation while a committee, composed of attorneys and engineers representing numerous water producers throughout the Mojave River Basin, met to negotiate settlement terms and to develop a physical solution to the water shortage problem. After negotiating for two years, the committee submitted a draft physical solution to the trial court.

The physical solution’s stated purposes are (1) to ensure that downstream producers are not adversely affected by upstream use, (2) to raise money to purchase supplemental water for the area, and (3) to encourage local water conservation.

Regionally, the physical solution requires each subarea within the basin to provide a specific quantity of water to the adjoining downstream subarea. The solution places no limits on the amount of water a party can withdraw. Instead, each party is allotted a certain quantity of water—a “free production allowance” based on its prior use—which it can use at no cost. When a party uses water in excess of its free production allowance, it is charged a fee to purchase “replacement” water for that subarea.

The physical solution also sets a “base annual production” amount for each party, determined by the producer’s maximum annual production for the five-year period from 1986 to 1990. The solution defines a producer’s base annual production right as “the relative right of each producer to the free production allowance within a given subarea, as a percentage of the aggregate of all producers’ base annual production in the subarea.” The higher the base annual production right, the more water a producer can sell under transfer provisions and produce free of a replacement assessment.

Significantly, the physical solution did not apportion production rights on the basis of preexisting legal water rights. The drafters of the physical solution believed such apportionment would lead to inequitable water allocation. In fact, the trial court expressly held that the parties were “estopped and barred from asserting special priorities or preferences.” The court further concluded that allocating water based on asserted legal priorities would be “extremely difficult, if not impossible.”

The trial court ordered all parties either to stipulate to the physical solution, file an answer to the cross-complaint, or suffer default. Over 200 *1236 parties stipulated to the physical solution. Minimal producers within the Mojave River Basin—those that produced 10 acre-feet of water or less annually—were exempt from the physical solution’s terms, and instead were subject to administration under the MWA. The trial court entered an interlocutory judgment imposing the physical solution on the stipulating parties.

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Bluebook (online)
5 P.3d 853, 99 Cal. Rptr. 2d 294, 23 Cal. 4th 1224, 31 Envtl. L. Rep. (Envtl. Law Inst.) 20023, 2000 Cal. Daily Op. Serv. 6973, 2000 Daily Journal DAR 9265, 2000 Cal. LEXIS 6115, Counsel Stack Legal Research, https://law.counselstack.com/opinion/city-of-barstow-v-mojave-water-agency-cal-2000.