Joshua v. San Francisquito Creek Joint Powers Authority CA1/2

CourtCalifornia Court of Appeal
DecidedAugust 23, 2022
DocketA163294
StatusUnpublished

This text of Joshua v. San Francisquito Creek Joint Powers Authority CA1/2 (Joshua v. San Francisquito Creek Joint Powers Authority CA1/2) 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
Joshua v. San Francisquito Creek Joint Powers Authority CA1/2, (Cal. Ct. App. 2022).

Opinion

Filed 8/23/22 Joshua v. San Francisquito Creek Joint Powers Authority CA1/2 NOT TO BE PUBLISHED IN OFFICIAL REPORTS California Rules of Court, rule 8.1115(a), prohibits courts and parties from citing or relying on opinions not certified for publication or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 This opinion has not been certified for publication or ordered published for purposes of rule 8.1115.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 TWO

PETER JOSHUA, Plaintiff and Appellant, A163294 v. SAN FRANCISQUITO CREEK (San Mateo County JOINT POWERS AUTHORITY, et Super. Ct. No. 19CIV06305) al., Defendants and Respondents.

Appellant Peter Joshua filed an unsuccessful petition for a writ of mandamus alleging that the San Francisquito Creek Joint Powers Authority (SFCJPA) failed to comply with the California Environmental Quality Act (Pub. Res. Code, § 21000 et seq.) (CEQA) in preparing an Environmental Impact Report (EIR) in connection with a project to make certain improvements to protect from floods in the San Francisquito creek watershed (the project). He argues that the EIR failed to consider a reasonable range of alternatives to the project because certain alternatives were part of the SFCJPA’s overall program, that another alternative considered in the EIR was invalid because it did not lessen the environmental impacts of the project, and that the statement of overriding considerations adopted by the

1 SFCJPA failed to find certain of the alternatives infeasible. We reject the arguments, and we affirm. BACKGROUND Against a history of flooding, the SFCJPA developed the “San Francisquito Creek Flood Protection, Ecosystem Restoration, and Recreation Project Upstream of Highway 101.” And, following rigorous CEQA review, the project culminated in a lengthy EIR, which EIR provided an excellent background of the setting here. We thus begin with extensive quotation from that EIR: “San Francisquito Creek originates in the eastern foothills of the Santa Cruz Mountains and drains a watershed that is approximately 45 square miles in size, from Skyline Boulevard to San Francisco Bay. The watershed contains three reservoirs (Searsville, Lagunita, and Felt) and several tributary creeks, including Los Trancos, West Union, Alambique, Bear, and Corte Madera Creek as well as many smaller tributaries that drain into the creeks. San Francisquito Creek begins at the confluence of Corte Madera Creek and Bear Creek, just downstream of Searsville Dam, and flows through Stanford University and the communities of Menlo Park, Palo Alto, and East Palo Alto to San Francisco Bay. San Francisquito Creek represents the boundary between Santa Clara and San Mateo Counties and the cities of Menlo Park, Palo Alto, and East Palo Alto. The watershed’s 5-square-mile floodplain is located primarily within these cities.” “For this Program EIR, San Francisquito Creek is described in three reaches (Figure 1-2). Reach 1 extends from San Francisco Bay to the upstream side of U.S. Highway 101. SFCJPA has completed construction of improvements in Reach 1 following the completion of CEQA documentation in 2012. This Program EIR does not include proposed actions in Reach 1,

2 though the upstream end of Reach 1 may be traversed for construction access to a channel-widening site within Reach 2 (Site 5). Reach 2 extends from the upstream side of the frontage road to U.S. Highway 101 (West Bayshore Road) to the upstream side of the Pope-Chaucer Bridge. Reach 3 begins on the upstream side of the Pope-Chaucer Bridge and extends throughout the upper watershed.” “Flooding from the creek is a common occurrence, including twice within the past decade. The largest flow recorded since [record keeping] began in 1930 occurred in February 1998, when the creek overtopped its banks in several areas, affecting approximately 1,700 . . . propert[ies.]” That event is now considered by SFCJPA and the Corps to have been approximately “a 70-year flood, [relative] to the commonly referenced [standard of a] 100-year flood event.[1]” The EIR thus described the specific objectives of the project as follows: “Protect life, property, and infrastructure from floodwaters exiting the creek during flows up to 7,500 cubic feet per second (cfs), while minimizing impacts of the project on adjacent communities and the environment; “Enhance habitat within the project area, particularly interconnected habitat for threatened and endangered species; “Create new recreational opportunities and connect to existing bike and pedestrian corridors; “Minimize operational and maintenance requirements; and “Not preclude future actions to bring cumulative flood protection up to a 100-year flow event.”

1 The 100-year flood is considered to have a 1 percent chance of occurring in any given year.

3 The EIR explained how the SFJCPA evaluated the project and various alternatives to it, including the following regarding how the process began with a list of 17 potential projects: “For the past two decades, members of the public, local agency staff members, and the U.S. Army Corps of Engineers have been analyzing the capital improvements necessary to protect communities within the flood- prone Reach 2 of San Francisquito Creek, upstream of U.S. Highway 101. The three fundamental approaches to providing flood protection—contain, detain, or bypass—with the specific alternatives proposed for analysis, include: “Enable the creek to contain higher flows during storms by removing constrictions or raising the height of the creek bank in the floodplain area (Alternatives 2, 5, 6, 7, 8, 10, 11, 12, and 17), “Temporarily detain or store portions of high flows during storms through one or more floodwater detention facilities in Reach 3 (Alternatives 3, 9, 13, and 16), and/or “Remove a portion of the high flows immediately upstream of Reach 2, route that portion of the flow through the flood-prone area in an underground bypass channel, and deposit this water at a location in the creek that can safely convey it to San Francisco Bay (Alternatives 4, 14, and 15).” The SFJCPA went on to screen the 17 alternatives as follows: “Alternatives 2 through 17 were evaluated using a two-round approach. In Round 1 (Table 2-1), alternatives were evaluated for their ability to meet the project objectives. None of the alternatives would preclude future actions to bring cumulative flood protection up to a 100-year flood event and therefore this objective was not evaluated. Alternatives that could not

4 achieve project objectives were excluded from further consideration (i.e., screened out). The alternatives that could potentially meet project objectives were subject to feasibility evaluation in Round 2 (Table 2-2).” “The previous screening process examined how well each of the 17 alternatives met the project objectives, and then the cost, and logistical and technical feasibility, of the remaining alternatives. “The following alternatives advanced through this screening process: “Alternative 2: Replace the Pope-Chaucer Bridge and Widen Channel Downstream. “Alternative 3: Construct One or More Detention Basins. “Alternative 5: Replace the Pope-Chaucer Bridge and Construct Floodwalls Downstream. “As described below, these alternatives were grouped according to the reaches in which they primarily occur, then re-organized and renamed. This EIR analyzes Alternative 3 (from this point forward referred to separately as the Former Nursery Detention Basin Alternative and the Webb Ranch Detention Basin Alternative) at a programmatic level because, in concert with the alternatives proposed in Reach 2, they would help to the overall objective of protecting people and property from water resulting from at least a 100-year event by increasing the conveyance and/or detention of water.

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Joshua v. San Francisquito Creek Joint Powers Authority CA1/2, Counsel Stack Legal Research, https://law.counselstack.com/opinion/joshua-v-san-francisquito-creek-joint-powers-authority-ca12-calctapp-2022.