Russian Riverkeeper v. City of Ukiah CA1/3

CourtCalifornia Court of Appeal
DecidedDecember 20, 2024
DocketA168090
StatusUnpublished

This text of Russian Riverkeeper v. City of Ukiah CA1/3 (Russian Riverkeeper v. City of Ukiah CA1/3) 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
Russian Riverkeeper v. City of Ukiah CA1/3, (Cal. Ct. App. 2024).

Opinion

Filed 12/20/24 Russian Riverkeeper v. City of Ukiah CA1/3

NOT TO BE PUBLISHED IN OFFICIAL REPORTS California Rules of Court, rule 8.1115(a), prohibits courts and parties from citing or relying on opinions not certified for publication or ordered published, except as specified by rule 8.1115(b). This opinion has not been certified for publication or ordered published for purposes of rule 8.1115.

IN THE COURT OF APPEAL OF THE STATE OF CALIFORNIA

FIRST APPELLATE DISTRICT

DIVISION THREE

RUSSIAN RIVERKEEPER et al., Plaintiffs and Appellants, A168090, A169390

v. (Mendocino County THE CITY OF UKIAH et al., Super. Ct. No. SKUKCVPT202074612) Defendants and Respondents.

The City of Ukiah (the City) operated a landfill from 1955 to 2001. After ceasing operations and considering for many years how to go about closing the landfill in a manner consistent with regulatory requirements, the City selected a cover system called ClosureTurf, certified an environmental impact report (EIR), and approved the proposed closure. Appellants Russian Riverkeeper, Mateel Environmental Justice Foundation, and Vichy Springs Resort, Inc. challenge this approval, contending that the project description in the EIR failed to disclose that the cover system was only an interim measure and would eventually need to be replaced, that the EIR failed to analyze potential environmental impacts, that the draft EIR did not adequately analyze a range of reasonable alternatives, and that the City should have recirculated a revised draft EIR. Appellants also challenge the trial court’s award of costs to the City. We affirm.

1 FACTUAL AND PROCEDURAL BACKGROUND The Ukiah Solid Waste Disposal Site (the landfill) occupies approximately 40 acres of a 283.5-acre parcel in Mendocino County. The City ceased operations at the landfill in 2001. The project at issue in this case is the closure of the landfill in a manner that accords with applicable regulatory standards. The EIR explained that the necessary components and systems include “the final cover and grading design” for the purposes of controlling stormwater and potential infiltration and ensuring slope stability, as well as systems for drainage and erosion control, landfill-gas control and monitoring, and groundwater and surface water monitoring. In anticipation of closing the landfill, the City had extensive discussions with regulatory agencies, including the North Coast Regional Water Quality Control Board (Regional Board), the California Department of Resources Recycling and Recovery (CalRecycle), Mendocino County Public Health Department (the Local Enforcement Agency), and the Mendocino County Air Quality Management District, to develop a plan to close it in accordance with their requirements. We need not recite in full the lengthy history of these discussions, but critical to them are the distinctions among different types of landfill covers. Title 27 of the California Code of Regulations (Title 27) has “prescriptive standards” for covers, which may be satisfied with a “natural” or compacted clay liner that meets certain requirements. (Cal. Code Regs., tit. 27, § 21090, subd. (a)(1)–(3).)1 The prescriptive standards require a foundation layer of at least two feet made of materials such as compacted soil or incinerator ash,

1 The State Water Resources Control Board has promulgated

regulations to protect water quality in connection landfills. (Cal. Code Regs., tit. 27, § 20080 et seq.)

2 beneath a “low-hydraulic-conductivity layer” of at least one foot of compacted clay soil to protect water quality by minimizing generation of leachate and landfill gas, overlain by an erosion-resistant layer consisting of soil at least one foot thick covered with vegetation or of other erosion-resistant materials such as gravel and cobbles.2 (Ibid.) The landfill must be maintained and monitored for at least 30 years, which is called the post-closure maintenance period (Cal. Code Regs., tit. 27, § 21180, subd. (a)), and the discharger must provide a maintenance plan with an annual cost estimate (Cal. Code Regs., tit. 27, § 21090, subds. (a)(3)(B), (a)(4)). Where using a prescriptive cover is not feasible, either because it is unreasonably burdensome and costly or because it is impractical and will not promote the applicable performance standards, a cover with different (or “engineered”) design may be approved. (Cal. Code Regs., tit. 27, §20080, subd. (b).) Such an “engineered alternative” must be consistent with the performance goals addressed by the prescriptive standard and must afford equivalent protection against water quality impairment. (Id., subd. (b)(2).) Two types of engineered alternatives are at issue here. The first is the design the City chose for the landfill, known as ClosureTurf. This closure design has several components. The first is a structured polyethylene geomembrane, to protect water quality. (See Cal. Code Regs., tit. 27, § 21090, subd. (a)(2).) Over it are placed a “specialized tufted geotextile,” or “[e]ngineered [t]urf,” and 5/8 of an inch of sand infill, to resist wind and erosion from weather conditions. (See Cal. Code Regs., tit. 27, § 21090,

2 For these purposes, “leachate” is “any liquid formed by the drainage of

liquids from waste or by the percolation or flow of liquid through waste.” (Cal. Code Regs., tit. 27, § 20164.)

3 subd. (a)(3).) Underlying these three layers is a two-foot-thick soil foundation layer. (See Cal. Code Regs., tit. 27, § 21090, subd. (a)(1).) Another engineered alternative—not chosen for the project—is a geosynthetic clay liner, consisting of a one-foot foundation layer, an artificial (“geosynthetic”) liner, a polyethylene drainage net, and on top a two-foot- thick vegetative layer. As originally contemplated, the landfill closure would be accomplished with a prescriptive compacted clay layer, and in 1999 the City approved a Final Closure and Post-Closure Maintenance Plan that proposed a compacted clay liner. But the Regional Board informed the City in 2000 that its clay liner design did not satisfy the prescriptive standards because the City proposed to compact only the top 12 inches of the foundation layer; as a result, the City’s proposal would be considered an engineered alternative. After further review, in 2003 the City submitted for the Regional Board’s approval a design using a geosynthetic clay liner, but ultimately it did not pursue this design. In 2015 the City decided instead to proceed with ClosureTurf, based on its conclusion that this system provided greater slope stability and cost savings. The City’s engineers considered it important that ClosureTurf provided more slope stability than other geosynthetic products because the landfill had steep slopes. ClosureTurf eliminated the potential for “soil creep and veneer failure” (i.e., mudslides) as a result of saturation of a vegetative soil cover, which is an advantage over the prescriptive cover and other geosynthetic cover systems. Also, the drainage system in ClosureTurf, which allowed rainfall to penetrate rapidly through the sand infill layer and into a drain liner, meant the cover was less subject to erosional damage, and stormwater runoff would be cleaner than would be the case with a vegetative

4 soil cover. In addition, ClosureTurf’s rate of water infiltration into the landfill was substantially lower than that of the prescriptive cover. The City chose olive green as the color for the engineered turf. By February 2020, the Regional Board agreed that the City’s Final Closure and Post Closure Maintenance Plan adequately addressed Title 27’s regulatory requirements. As lead agency under the California Environmental Quality Act (Pub. Resources Code, § 21000 et seq.; CEQA; see id., § 21067),3 the City prepared a draft EIR, which it circulated in November 2019.

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Russian Riverkeeper v. City of Ukiah CA1/3, Counsel Stack Legal Research, https://law.counselstack.com/opinion/russian-riverkeeper-v-city-of-ukiah-ca13-calctapp-2024.