Antelope Valley Groundwater Cases

California Court of Appeal·Decided April 14, 2021·No. F082492·Published

Opinion

Filed 3/16/21; Certified for Publication 4/14/21 (order attached)

IN THE COURT OF APPEAL OF THE STATE OF CALIFORNIA

FIFTH APPELLATE DISTRICT

ANTELOPE VALLEY GROUNDWATER CASES* F082492

LOS ANGELES COUNTY WATERWORKS DISTRICT NO. 40 et al., (JCCP No. 4408) Cross-complainants and Respondents, v. OPINION CHARLES TAPIA, Individually and as Trustee, etc., et al., Cross-defendants and Appellants; ANTELOPE VALLEY–EAST KERN WATER AGENCY, Cross-defendant, Cross-complainant and Respondent; U.S. BORAX INC. et al., Cross-defendants and Respondents.

*Los Angeles County Waterworks District No. 40 v. Diamond Farming Co. (Super. Ct. Los Angeles County, No. BC325201); Los Angeles County Waterworks District No. 40 v. Diamond Farming Co. (Super. Ct. Kern County, No. S-1500-CV254348); Wm. Bolthouse Farms, Inc. v. City of Lancaster (Super. Ct. Riverside County, No. RIC353840); Diamond Farming Co. v. City of Lancaster (Super. Ct. Riverside County, No. RIC344436); Diamond Farming Co. v. Palmdale Water Dist. (Super. Ct. Riverside County, No. RIC344668); Willis v. Los Angeles County Waterworks District No. 40 (Super. Ct. Los Angeles County, No. BC364553); Wood v. Los Angeles County Waterworks District No. 40 (Super. Ct. Los Angeles County, No. BC391869). APPEAL from a judgment of the Superior Court of Los Angeles County. Jack Komar, Judge.†

Law Offices of Robert H. Brumfield and Robert H. Brumfield III for Cross- defendants and Appellants. Mary Wickham, County Counsel, Warren R. Wellen, Deputy County Counsel; Best Best & Krieger, Eric L. Garner, Jeffrey V. Dunn, Wendy Y. Wang; Lagerlof, Thomas Bunn III; Murphy & Evertz, Douglas J. Evertz; Olivarez Madruga Lemieux O’Neill, W. Keith Lemieux; and Lynne Patrice McGhee for Cross-complainants and Respondents. Richards, Watson & Gershon, James L. Markman, and B. Tilden Kim for Cross- defendant, Cross-complainant and Respondent. Venable, William M. Sloan, Tyler G. Welti; Ellison, Schneider, Harris & Donlan, Christopher M. Sanders; Kuhs & Parker, Robert G. Kuhs, Bernard C. Barmann, Jr.; Kronick, Moskovitz, Tiedemann & Girard, Eric N. Robinson, Stanley C. Powell; Michael N. Feuer, Los Angeles City Attorney, Joseph Brajevich, Raymond Ilgunas; Law Office of LeBeau Thelen, Bob H. Joyce; Zimmer & Melton and Richard Zimmer for Cross-defendants and Respondents. -ooOoo- In 1999, the first lawsuits were filed in what ultimately evolved into this proceeding known as the Antelope Valley Groundwater Cases (AVGC). The AVGC proceeding litigated whether the water supply from natural and imported sources, which replenished an alluvial basin from which numerous parties pumped water, was inadequate to meet the competing annual demands of those water producers, thereby creating an

†Retired Judge of the Santa Clara Superior Court, assigned by the Chief Justice pursuant to article VI, section 6 of the California Constitution.

2. “overdraft” condition.1 A number of the parties asserted that, without a comprehensive adjudication of all competing parties’ rights to produce water from the aquifer, and a physical solution to regulate future pumping to protect the aquifer, this continuing overdraft would negatively impact the health of the aquifer. One of the competing parties, appellant Charles Tapia, individually and as trustee of a trust (jointly, Tapia), claimed he owned land overlying the aquifer. Tapia first appeared in the late stages of the AVGC litigation to interpose a claim that he was entitled to draw 534.5 acre-feet per year (afy) from the limited supply of water available in the aquifer, joining the thousands of entities and people who asserted competing claims to draw from the limited available water. Before Tapia’s first appearance, the Judicial Council had ordered all lawsuits consolidated into this single adjudication proceeding, and the trial court had embarked on an 11-year process in which it, seriatim, (1) defined the geographical boundaries of the Antelope Valley Adjudication Area (AVAA) to determine which parties would be necessary parties to any global adjudication of water rights, (2) concluded the aquifer encompassed within the AVAA boundaries (the AVAA basin) was functionally a single

1In the context of an aquifer, “overdraft” occurs when the average annual withdrawals or diversions from the aquifer exceed the “safe yield” of a groundwater supply and would lead to ultimate depletion of the available supply. (Jordan v. City of Santa Barbara (1996) 46 Cal.App.4th 1245, 1272.) The “safe yield” is “‘the maximum quantity of water which can be withdrawn annually from a ground water supply under a given set of conditions without causing an undesirable result.’ The phrase ‘undesirable result’ is understood to refer to a gradual lowering of the ground water levels resulting eventually in depletion of the supply.” (City of Los Angeles v. City of San Fernando (1975) 14 Cal.3d 199, 278 (San Fernando), disapproved on other grounds in City of Barstow v. Mojave Water Agency (2000) 23 Cal.4th 1224, 1248 (Barstow).) In essence, safe yield examines the available groundwater recharge from replenishing sources such as native precipitation and associated runoff, along with return flows from such sources, less losses incurred through natural groundwater depletions such as subsurface outflow or evaporative losses. (San Fernando, supra, at pp. 278–279; see Tehachapi- Cummings County Water Dist. v. Armstrong (1975) 49 Cal.App.3d 992, 996, fn. 3 (Tehachapi- Cummings) [“Natural ‘safe yield’ is the maximum quantity of ground water, not in excess of the long-term, average, natural replenishment (e.g., rainfall and runoff), which may be extracted annually without eventual depletion of the basin”].)

3. aquifer, and (3) found the AVAA basin was in a state of chronic overdraft because extractions exceeded the basin-wide annual safe yield by a considerable margin. The next phase (“Phase 4”), which also occurred before Tapia’s first appearance, quantified how much water was currently being pumped by the participating competing water rights claimants. The court ultimately determined the annual “baseline” amounts actually extracted by the largest of the competing parties with claims to water from the aquifer. These annual extractions confirmed the amounts annually extracted were substantially in excess of the safe yield for the AVAA basin. The next phase, which contemplated trial of the issues of federal reserved water rights and imported water return flow rights, was interrupted by settlement discussions. These discussions ultimately produced an agreement among the vast majority of parties in which they settled their competing groundwater rights claims and agreed to support the contours of a proposed plan (the “Physical Solution”) designed to bring the AVAA basin into hydrological balance. The Physical Solution included limits on pumping that would bring total annual extractions from the aquifer into balance with the available “native safe yield” (sometimes, NSY). Accordingly, among the provisions of the proposed Physical Solution was an agreement by most of those who had demonstrated their extant pumping from the aquifer during the Phase 4 baseline period, as follows: (1) to substantially reduce their water extractions to a level that would match their assigned allocation of water from the NSY, and (2) to pay for imported water for any extractions above their assigned allocation. Tapia was not among the settling parties. Accordingly, before considering whether to approve the Physical Solution (including the proposed global allocation of water from the NSY) for the AVAA basin, the court conducted a separate trial on Tapia’s unsettled claims and defenses, including (1) the extent to which various public water suppliers (sometimes, PWS) had obtained prescriptive rights in the NSY as to Tapia and others, and (2) whether Tapia had demonstrated his entitlement to an allocation from the

4.

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