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MOUNTAIN HOUSE PROPOSED ALTAMONT HEIGHTS TENTATIVE MAP 4.ENVIRONMENTAL CHECKLIST <br /> 4.16 UTILITIESANDSERVICE <br />. j <br /> could include a cease-and-desist order. If corrective actions do not satisfy the RWQCB, it <br /> could impose a moratorium on new sewer connections. Thus, the'MHCSD will [Hake sure <br /> wastewater treatment requirements are not exceeded, and a less-thai"-significant impact <br /> would occur. <br /> Mitigation Measures , <br /> # No mitigation measure's are required: - <br /> F <br /> b) Require or result in the construction of new water or wastewater treatment facilities or <br /> 1 expansion of existing facilities, the construction of which could cause significant <br /> environmental effects? <br /> The proposed project would include 53 low density (R/L) dwelling units and six second <br /> dwelling units (Siegfried Engineering, 2006). The water demand and wastewater generation <br /> for the proposed project at build-out is presented in Table 4.16-1. The water demand and <br /> wastewater generation are 15.2 and 20.0 percent,respectively, of the totals for Specific Plan <br /> III. <br /> a <br /> Table 4.16-1 <br /> Proposed Altamont Heights Water Demand and Wastewater Generation <br /> Water Unit Wastewater <br /> Unit Water Demand Wastewater Generation <br /> Land Use Units Demand' (gpd) Generation (gpd) <br /> Low Density 53 du 436 gpd/du. 23,100 268 gpd/du 14,200 <br /> 1 Residential <br /> Second Units 6 du 156 gpd/du 900 172 gpd/du' 'A0 <br /> Totals 59 du - 24,000 - 150,200 <br /> Notes:_a From Table 12-1,Specific Plan I Il(EDAW,2005a)_ gpd=gallons per day. du=dwelling unit. <br /> "From Table 13-1,Specific Plan III(EDAW,2005a),with conservation. <br /> L °Unit wastewater generation rate is the same or more than unit water demand rate,which is impossible. <br /> Adequate WTP and WWTP capacity; water mains, storage tanks,pump stations, and water <br /> distribution pipelines; and sanitary sewers would all be constructed to serve the proposed <br /> project before the residences could be occupied. Pipelines would be extended south from <br /> { neighborhoods in which they are currently installed along Central Parkway and F Street (as <br /> designated on the tentative map prepared by Siegfried Engineering, 2006). Construction of <br /> utility infrastructure within the project site would occur prior to paving the streets and <br /> completing the houses and buildings. The sanitary sewer and storm drain would exit the <br /> project site via a 15-foot wide easement between two lots at the north end of Court B: These <br /> utility improvements have been subjected to previous separate environmental impact <br /> assessments as required by CEQA including the SPIIIEIR. These assessments have <br /> identified impacts that may be potentially significant and proposed mitigation measures to <br /> reduce the impacts to less-than-significant levels. Therefore,a less-than-significant impact <br /> would occur with respect to construction and expansion of water and wastewater facilities to <br /> serve the proposed project. <br /> 111 <br /> 4-82 <br /> k <br />