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The Warner Redhill Mixed -Use Project CEQA Findings of Fact <br />Impact Finding: The Project would not require or result in the construction of new wastewater <br />treatment facilities or expansion of existing facilities, the construction of which could cause <br />significant environmental effects (Draft EIR at p. 5.16-11). <br />Facts in Support of Findings: The Project includes replacing approximately 367 feet of the <br />existing 8-inch City sewer line in Warner Avenue, between the Project site and the Orange <br />County Sanitation sewer line in Red Hill Avenue, with a 10-inch sewer. In addition, the Project <br />would install a new onsite sewer system that would connect to off -site City of Santa Ana sewer <br />facilities. Approximately half the Project site would discharge wastewater directly into a City - <br />owned manhole located at the intersection of Warner Avenue and Red Hill Avenue. The other half <br />of the Project site would discharge wastewater into the improved 10-inch sewer in Warner <br />Avenue to the existing 42-inch sewer in Red Hill Avenue. Based on results of the sewer flow <br />monitoring and the City's Design Criteria for wastewater generation rates, the sewer lines that <br />would serve the Project site would have a peak flow half full capacity of 0.65 cfs which would is <br />adequate capacity to accommodate the additional wastewater flows from the proposed Project. <br />The construction activities related to replacing 367 feet of 8-inch water line with 10-inch water <br />line within the Warner Avenue right of way and installation of the onsite sewer infrastructure that <br />would serve the proposed Project, is included as part of the proposed Project and would not <br />result in any physical environmental effects beyond those identified throughout the Draft EIR. As <br />the proposed Project includes facilities to serve the Project, it would not result in the need for <br />construction of other new wastewater facilities or expansions, the construction of which could cause <br />significant environmental effects. Therefore, impacts would be less than significant. <br />Impact Finding: The Project would not result in a determination by the wastewater treatment <br />provider which serves or may serve the Project that it has adequate capacity to serve the <br />Project's projected demand in addition to the provider's existing commitments (Draft EIR at p. <br />5.16-1 1). <br />Facts in Support of Findings: The OCSD Reclamation Plant No. 1 has an additional capacity of <br />87 mgd, which would accommodate the increase in wastewater flow from full occupancy of the <br />proposed Project that would generate 201,906 gpd. As a result, implementation of the proposed <br />Project would not result in inadequate capacity of the wastewater treatment plant to serve the <br />Project's demand in addition to existing service commitments, and impacts would be less than <br />significant. <br />Drainaae <br />Impact Finding: The Project would not require or result in the construction of new storm water <br />drainage facilities or expansion of existing facilities, the construction of which could cause <br />significant environmental effects (Draft EIR at p. 5.16-13). <br />Facts in Support of Findings: The runoff within the Project site would be collected by roof drains, <br />surface flow designed pavement, curbs, and area drains and conveyed to Modular Wetland <br />System units that would be installed as part of the Project to retain, filter, and slowly discharge <br />drainage. The Modular Wetland System units have been sized to treat runoff from the Design <br />Capture Storm (85th percentile, 24-hour). Treated runoff from the Modular Wetland System units <br />would be discharged from the flow controlling Modular Wetland System units to the existing 84- <br />inch drain located within Red Hill Avenue. From there, flows would travel southeast and be <br />temporarily detained in an existing flood control basin before entering the Barranca Channel, <br />City of Santa Ana 39 <br />May 2020 <br />