Heritage Oaks, LLC v. County of Monterey CA6

CourtCalifornia Court of Appeal
DecidedSeptember 22, 2015
DocketH040682
StatusUnpublished

This text of Heritage Oaks, LLC v. County of Monterey CA6 (Heritage Oaks, LLC v. County of Monterey CA6) 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
Heritage Oaks, LLC v. County of Monterey CA6, (Cal. Ct. App. 2015).

Opinion

Filed 9/22/15 Heritage Oaks, LLC v. County of Monterey CA6

NOT TO BE PUBLISHED IN OFFICIAL REPORTS California Rules of Court, rule 8.1115(a), prohibits courts and parties from citing or relying on opinions not certified for publication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 This opinion has not been certified for publication or ordered published for purposes of rule 8.1115.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

SIXTH APPELLATE DISTRICT

HERITAGE OAKS, LLC, H040682 (Monterey County Plaintiff and Appellant, Super. Ct. No. M109417)

v.

COUNTY OF MONTEREY,

Defendant and Respondent.

Heritage Oaks, LLC (Heritage Oaks) appeals from the trial court’s order denying its petition for writ of administrative mandamus. (Code Civ. Proc., § 1094.5.) Heritage Oaks filed its petition after respondent County of Monterey (County) rejected its application to develop approximately 79 acres of property for residential purposes. Heritage Oaks contends: (1) the trial court failed to exercise its independent judgment in reviewing the County’s decision; (2) the County violated Government Code section 66474.2, because it failed to apply the long-term water supply policy in effect when Heritage Oaks’ project application was deemed complete; (3) the record lacks substantial evidence that Heritage Oaks’ water recharge system would not work; and (4) the County violated Heritage Oaks’ constitutional rights to due process and equal protection. We reject these contentions and affirm the order. I. Procedural and Factual Background In May 1999, Heritage Oaks submitted an application for a combined development permit which consisted of a standard subdivision to divide approximately 79 acres into 32 residential parcels; a use permit for the removal of approximately 367 protected oak trees; a use permit for four rental units; and grading. The application was deemed complete in October 1999. After multiple hearings, the planning commission denied the application without prejudice in December 2000. In September 2005, the County advised Heritage Oaks that “[a]s of August 26, 2005, the Monterey County Water Resources Agency (WRA) determined that there might not be a long-term sustainable use of water for the Heritage Oaks Subdivision.” Heritage Oaks was also informed that due to this “significant new information . . . the project may not be able to be approved. The ‘can and will serve’ letter from the Aromas Water District means that the District . . . may not have a sustainable water use to serve this project for the long-term, even though the District may have enough connections to serve the project.” The County requested that Heritage Oaks respond in writing regarding whether it wanted to proceed with the project in light of this information. Heritage Oaks chose to have an environmental impact report (EIR) prepared. The draft EIR stated that studies since 1952 have documented declining water levels and seawater intrusion in the north Monterey County area. The North Monterey County Hydrogeologic Study (Fugro Report), which was prepared in 1995, concluded that the Highlands North subbasin, where the project was located, was in chronic overdraft and was beginning to be impacted by seawater intrusion. The draft EIR also stated that fully restoring ground water basins to pre-intrusion conditions had never been documented. The draft EIR found: “The proposed project would result in a 4.7-acre-foot per year net demand in recharge onsite. This net demand represents a potentially significant impact. Mitigation is proposed to address this significant impact; however, it would not reduce

2 the significance of this impact to a level of less than significant.” The draft EIR circulated from October 2007 until December 2007. After the public review period for the draft EIR had closed, Heritage Oaks submitted a new stormwater infiltration design and water balance evaluation. A portion of the draft EIR was revised to address the hydrologic assessment and was recirculated from December 2008 until February 2009. The project included drainage improvements which were designed: to retain most of the runoff onsite; to treat runoff from paved surfaces to improve water quality; to control runoff to prevent any impact downstream and on adjacent properties; and to repair erosion problems on the site. The improvements consisted of the following: the majority of roads would be sloped to promote the flow of water to adjacent, naturally landscaped areas; the runoff from road sections that were built on fill slopes would be collected in a ditch and conveyed to a dry pond or to infiltration trenches along the road; roads on slopes that were over eight percent would use drainage channels to convey runoff to infiltration ditches; and each residence would have a subsurface infiltration system to capture runoff from the roof and the driveway. The recirculated draft EIR included a revised drainage analysis based on information outlined in the Revised Drainage Analysis and Preliminary Drainage Plan prepared by Fall Creek Engineering, Inc. (Fall Creek Report). The recirculated draft EIR stated that the project would result in a 1.3 acre-foot per year increase in recharge onsite.1 However, this finding relied on several assumptions, including that “collected stormwater will be infiltrated more efficiently than under natural conditions” and that water usage for

1 In calculating the increase in recharge onsite, the recirculated draft EIR decreased the amount of gross water demand for the apartments to 0.4 acre feet per year rather than 0.7 acre feet per year which was used in the draft EIR. The recirculated draft EIR also found a positive expected recharge post-development of 7.7 acre feet per year based on natural recharge, the infiltration trenches, and the septic and irrigation return minus residential demand. The draft EIR found a negative expected recharge post-development of -14.66 acre feet per year based on residential recharge minus natural recharge at post- development from homes and roads minus residential demand. 3 each residential lot would not exceed the gross demands used in the calculations. It was also noted that “[t]he projected increase in the water balance after development is predominately dependent on the quantity of average rainfall and on the magnitude of the drainage-capture. If water collected and directed to infiltration trenches (and discharged to the ground below the root zone) is assumed to be 90 percent, there is an increase in water balance after development.” The recirculated draft EIR also included the Revised Hydrogeologic Assessment prepared by Kleinfelder, Inc. (Kleinfelder Report). The Kleinfelder Report recognized that the trend of groundwater depletion in the vicinity of the project confirmed the Fugro Report’s conclusion that the area was in chronic overdraft, that “increase[d] rates of overdrafting the basin may increase the rate of seawater intrusion in the Highlands North area,” and that “deterioration of groundwater could be expected now or in the near future in the vicinity of the Heritage Oaks property.” Regarding the revised calculations on the water recharge system, the Kleinfelder Report stated: “The projected increase in the water balance after development of the Heritage Oaks Subdivision is predomina[n]tely dependent on the quantity of average rainfall and on the magnitude of the drainage- capture factor in the table above. These two quantities are sensitive factors in the water- balance analysis. If the water collected and directed to the infiltration trenches (and discharged to the ground below the root zone) is assumed to be 90% in the calculation, then there is an increase in water balance after development.

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