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water system improvements be confirmed through hydraulic studies to confirm compliance with <br />engineering standards, and ensure that cumulative impacts do not occur. <br />The WSA that was prepared for the proposed Project describes that the 2020 MWD UWMP <br />details the ability to meet the demands of its member agencies, including the City of Santa Ana, <br />through 2045. In addition, the City of Santa Ana 2015 UWMP, GPU FEIR, and 2020 UWMP <br />confirmed the ability of the City to meet water needs in multiple dry year scenarios with buildout <br />of the South Bristol Street Focus Area. Thus, the City would have water supplies available to serve <br />the proposed Project and reasonably foreseeable development in normal, dry, or multiple dry <br />years. Impacts related to a cumulatively considerable increase in water supply demands would be <br />less than significant. (Draft Supplemental EIR at p. 5.15-12.) <br />Wastewater: -Cumulative wastewater infrastructure impacts are considered on a systemwide basis <br />and are associated with the overall capacity of existing and planned infrastructure. The cumulative <br />system evaluated includes the sewer system that serves the Project site and conveys wastewater to <br />the OCSD wastewater treatment and disposal system. <br />With the proposed Project, the sewer system would have sufficient capacity to handle the increased <br />flows resulting from implementation of the proposed Project. The continued regular assessment, <br />maintenance, and upgrades of the sewer system by the City and OCSD would reduce the potential <br />of cumulative development projects to result in a cumulatively substantial increase in wastewater <br />such that new or expanded facilities would be required. Thus, increases in wastewater in the sewer <br />system would result in a less than significant cumulative impact. (Draft Supplemental EIR at p. 5.15- <br />1 b.) <br />Drainage: -The geographic scope for cumulative impacts related to stormwater drainage includes <br />the geographic area served by the existing stormwater infrastructure for the Project area, from <br />capture of runoff through final discharge points. The proposed Project would result in a reduction <br />in stormwater runoff from the Project site. As a result, the proposed Project would not generate <br />additional runoff that could combine with runoff from cumulative projects that could cumulatively <br />combine to impact drainage. Thus, cumulative impacts related to drainage would be less than <br />significant. (Draft Supplemental EIR at p. 5.15-21.) <br />Solid Waste: -The geographic scope of cumulative analysis for landfill capacity is the service area <br />for the Frank Bowerman Sanitary Landfill, which serves the Project area. The projections of future <br />landfill capacity based on the entire projected waste stream going to these landfills is used for <br />cumulative impact analysis. As described previously, the Frank Bowerman Sanitary Landfill has a <br />maximum permitted capacity of 1 1,500 tons per day and in March 2023 had a maximum disposal <br />of 8,909 tons and a remaining capacity of 2,591 tons per day (CalRecycle 2023). The 124.24 <br />tons of solid waste per week from operation of the proposed Project would be 4.8 percent of the <br />remaining daily capacity of the landfill. Due to this small percentage, the increase in solid waste <br />from the proposed Project would be less than cumulatively considerable and would be less than <br />significant. (Draft Supplemental EIR at pp. 5.15-24 through 5.15.-25.) <br />