3 - The Bowery_PUBLIC COMMENT_RAMSEY

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9.0 EIR Subject Areas Requiring No Change in Analysis Avion Project SEIR Page 9-10 Water service would be provided by the City, and the project would make domestic water and fire protection water connections to the existing 12-inch Pomerado Park 920 Pressure Zone public water lines within Winecreek Drive at the northwestern project boundary adjacent to Heritage Bluffs. The Water System Analysis completed for the project determined that a private water booster station would be required to provide adequate flow and pressure (Dexter Wilson 2018a). This private water booster station would be a private facility and would be installed in the northwest corner of the project site within Winecreek Drive. The project would also include off-site improvements to install three interties between the existing dual Pomerado Park 920 Pressure Zone. These three interties would be installed within existing water supply facilities located within the Bernardo Center Drive and Winecreek Drive roadways and would not result in any environmental impacts. Implementation of these improvements would ensure that adequate flow and pressure is available to provide water service to the project site. Therefore, impacts associated with water supply services would be consistent with the analysis in the 1998 EIR. The project would not result in any new significant or substantially increased adverse impacts beyond those previously identified in the EIR. 9.10.6 Wastewater Generation The 1998 EIR indicated that new or expanded on-site sewer facilities may be required for development of the perimeter properties. Mitigation required pursuant to the 1998 EIR included that as a condition of the future maps, future applicants would submit a sewer capacity analysis to the City’s Public Utilities Department. If additional capacity is needed, the applicant would provide for the needed improvements to the satisfaction of the Water Department Manager. Consistent with the 1998 EIR MMRP, a Sewer System Analysis was prepared for the project (Dexter Wilson 2018b). As described in Chapter 3.0 Project Description, the project would require a reorganization consisting of an expansion of latent powers for sewer service and the annexation of the project site into the Olivenhain Municipal Water District (OMWD). The project would connect to the existing OMWD sewer system within Winecreek Drive at the northwestern project boundary adjacent to Heritage Bluffs. The project would install a gravity sewer system with eight-inch sewer lines and a minimum slope of two percent. The Sewer System Analysis concluded that the off-site gravity sewer collection system that the project would connect to has adequate flow capacity to serve the project. Therefore, no additional off-site improvements would be required, and there would be no change to the conclusions from the 1998 EIR. The project would not result in any new significant or substantially increased adverse impacts beyond those previously identified in the EIR. 9.10.7 Waste Management Services The 1998 EIR concluded that buildout of the Subarea Plan would result in the generation of a significant amount of solid waste affecting waste management services, such as landfill disposal, refuse collection, recycling programs, as well as the City’s ability to comply with the state waste reduction mandate unless a waste reduction recycling plan is prepared specifying measures that would be incorporated in project design to minimize waste generation and divert waste from disposal. The 1998 EIR included mitigation for solid waste that requires: 1. Future residential development within the Subarea would comply with the City’s recycling program.