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4.5.4 IMPACTS ANALYSIS <br /> ANALYSIS METHODOLOGY <br /> _ The evaluation of utilities systems is based on comparisons of existing and planned capacities of domestic water, <br /> irrigation water, wastewater,electricity, and natural gas systems with estimated post-development demands for <br /> these utilities. Information regarding existing and planned capacities is based on the College Park at Mountain <br /> House Specific Plan III(EDAW 2004),Mountain House Community Services District Specific Plan III <br /> ` Amendments to the Sanitary Sewer Collection System Study(MacKay& Somps 2004a),Mountain House Master <br /> Plan Final EIR(1994),Delta College EIR(2003),and Technical Memorandum regarding Mountain House <br /> Specific Plan III Utilities(MacKay& Somps 2004b).These documents are available for review during normal <br /> business hours at the San Joaquin County Community Development Department, 1810 East Hazelton Avenue, <br /> Stockton,California 95205. <br /> IMPACTS AND MITIGATION MEASURES <br /> This section analyzes the impacts of the proposed project on utility systems,including water,wastewater and <br /> recycled water,electricity,and natural gas.The Initial Study(IS)prepared for the proposed project found that <br /> little or no groundwater would be used for the project's water supply,and the project would not substantially <br /> deplete groundwater supplies.Along with this, development of the proposed project would result in less than <br /> 0.2%of the Tracy groundwater subbasin being covered with impervious surfaces and would result in a negligible <br /> reduction in infiltration within the subbasin as a whole.Therefore,the project would not interfere substantially <br /> with groundwater recharge.Based on information related to solid waste disposal capacities of the San Joaquin <br /> County South County Refuse Service Area,and because the proposed project would comply with all applicable <br /> federal, state,and local statutes and regulations related to solid waste,adequate permitted landfill capacity exists <br /> to accommodate the proposed project.Therefore,in accordance with Section 15063(b)(1)(C)of the State CEQA <br /> Guidelines,the potential for the proposed project to interfere with groundwater water recharge and impact solid <br /> waste disposal services are not evaluated further in this EIR. See the IS(Appendix D of this Draft EIR) for further <br /> discussion. <br /> " IMPACT Public Utilities—Demand for Water Supply. The proposed project would create a demand for water from <br /> 4.5-1 BBID that, when added to the existing and future water demand for the balance of the MHMP area at <br /> buildout(2025), would exceed existing contracted capacity according to the College Park SB 610 WSA. <br /> However, subsequent to the preparation of the SB 610 WSA, a non-potable irrigation water system was <br /> added to the proposed project that would avoid this projected water supply shortfall. Wdh implementation of <br /> this system, adequate water supply would be available to serve the proposed project.A less-than- <br /> significant impact would occur. <br /> Through a Water Services Agreement,MHCSD has a contract with BBID to provide 9,413 afa of raw water to <br /> MHCSD which is the domestic water service provider for the MHMP area,including the project site.According <br /> to MHCSD's WSMP,which calculates the average daily water demand for both domestic water and irrigation <br /> water generated by total development in the MHMP area,the average daily water demand would be 9,849 afa at <br /> MHMP buildout.The difference between MHCSD's contracted supply of 9,413 afa and the total demand of 9,849 <br /> ' afa would be 436 afa.This shortfall would be met with Trimark's existing rights to 2,600 afa of riparian water <br /> which would be used to meet irrigation needs.As a result,the MHMP EIR determined that there would be <br /> sufficient total water supply to serve buildout under the MHMP. <br /> The proposed College Park project would create a projected water demand of 1.45 mgd(MacKay& Somps <br /> 2004b).This demand would be below the demand of 1.52 mgd estimated for the project in the MHMP(MacKay <br /> & Somps 2004b).Table 4.5-1 below shows the projected water demand for the project compared to that <br /> associated with buildout of the College Park project site under the MHMP.As shown in Table 4.5-1,the project <br /> would demand approximately 0.077 mgd less water than estimated under the MHMP. <br /> College Park at Mountain House Specific Plan III Draft EIR EDAW <br /> San Joaquin County 4.5-31 Public Utilities <br />