Laserfiche WebLink
The Warner Redhill Mixed -Use Project CEQA Findings of Fact <br />The proposed Project would maintain the existing drainage pattern. The runoff from the Project <br />area would be collected by roof drains, surface flow designed pavement, curbs, and area drains <br />and conveyed Modular Wetland System units for treatment. The Modular Wetland System units <br />contain catch basin inlet filters to capture trash, debris, gross solids and sediments, a settling <br />chamber for separating out larger solids, and a media filter cartridge for capturing fine silts, <br />metals, nutrients, and bacteria. <br />The MS4 permit and DAMP require new development projects to prepare a WQMP (included as <br />PPP WQ-2) that is required to include BMPs to reduce the potential of erosion and/or <br />sedimentation through site design and structural treatment control BMPs. The proposed drainage <br />system and adherence to the existing regulations would ensure that Project impacts related to <br />alteration of a drainage pattern and erosion/siltation from operational activities would be less <br />than significant. <br />Plans, Program and Policies <br />PPP WO-1: NPDES/SWPPP. As listed previously. <br />PPP WO-2: WQMP. As listed previously. <br />Impact Finding: The Project would not substantially alter the existing drainage pattern of the site <br />or area, including through the alteration of the course of a stream or river or through the addition <br />of impervious surfaces, in a manner which would substantially increase the rate or amount of <br />surface runoff in a manner which would result in flooding on- or off -site (Draft EIR at p. 5.8-15). <br />Facts in Support of Findings: <br />Construction <br />As described previously, implementation of the Project requires a SWPPP (included as PPP WQ- <br />1) that would address site specific drainage issues related to construction of the Project and <br />include BMPs to eliminate the potential of flooding or alteration of a drainage pattern during <br />construction activities. This includes regular monitoring and visual inspections during construction <br />activities. Compliance with the Construction General Permit and a SWPPP prepared by a QSD <br />and implemented by a QSP (per PPP WQ-1) as verified by the City through the construction <br />permitting process would prevent construction -related impacts related to potential alteration of a <br />drainage pattern or flooding on or off -site from development activities. Therefore, impacts would <br />be less than significant. <br />Operation <br />The Project would maintain the existing drainage pattern by collecting runoff in roof drains, curbs, <br />and area drains and conveying it to one of four Modular Wetland System units for treatment. <br />Treated runoff would be conveyed to the existing 84-inch drain located within Red Hill Avenue. <br />Although the Project related runoff conditions (flow rates and durations) would increase from <br />predevelopment conditions (shown in Draft EIR Table 5.8-1), the Project would manage the <br />increased flow with Modular Wetland System units that have been designed to accommodate the <br />increased volume pursuant to the MS4 permit and DAMP requirements. The units would retain, <br />filter, and slowly discharge runoff into the existing off -site drain. As part of the permitting <br />approval process, the proposed drainage design and engineering plans would be reviewed by <br />the City's Engineering Division to ensure that the proposed drainage would accommodate the <br />appropriate design flows. Overall, the proposed drainage system and adherence to the existing <br />City of Santa Ana <br />May 2020 <br />