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k MOUNTAIN HOUSE PROPOSED ALTAMONT HEIGHTS TENTATIVE MAP 4. ENVIRONMENTAL <br /> CHECKLIST <br /> 4.8 HYDROLOGY AND WATER QUALITY <br /> i <br /> complete development of Specific Plan III(including the proposed project)would result in <br /> covering less than 0.2 percent of the Tracy groundwater subbasin with impervious surfaces. <br /> This would result in a negligible reduction in percolation to the subbasin as a whole. <br /> Therefore,the project would not interfere substantially with groundwater recharge(EDAW, <br /> 2005b). <br /> The farmland surrounding the Mountain House Community is irrigated primarily from <br /> agricultural ditches supplied by Byron-Bethany Irrigation District and Westside Irrigation <br /> District, not by groundwater wells. Therefore,while project development would result in <br /> some increase in impervious surfaces over the recharge area, any slight change in <br /> groundwater levels would not affect surrounding agricultural operations. <br /> Mitigation Measures <br /> The impact of the proposed project on groundwater supplies and recharge would be less than <br /> significant No mitigation measures are required. <br /> c) Substantially alter the existing drainage pattern of the site or area, including through <br /> the alteration of the course of a stream or river, in a manner which would result in <br /> substantial erosion or siltation on-or off-site? <br /> 4 <br /> Refer to the discussion for Item a)above. Construction of the proposed project would alter <br /> the existing drainage pattern from overland sheet flow and flow along the drainage Swale to an <br /> urban storm drain system. Once the project is completed, the increase in impervious surface <br /> area resulting from project development would increase the amount and velocity of runoff <br /> leaving the site. Catch basins and underground storm drains (pipelines)would collect and <br /> convey runoff from the project site along"F" Street(Siegfried Engineering, 2006b) and <br /> Central Parkway. This runoff would be subsequently treated in WQB No.1 for treatment <br /> (i.e., sediment and contaminant removal)prior to discharge to Mountain House Creek and <br /> then to Old River. Other than elimination of the on-site drainage Swale, construction of the <br /> proposed project would not alter the course of any stream,creek or river. <br /> _t Mitigation Measures <br /> Compliance with the erosion and sediment-control requirements cited above and included in <br /> the MHMP and the SWMP would result in a less-than-significant impact. No additional <br /> t mitigation measures are required. <br /> d) Substantially alter the existing drainage pattern of the site or area, including through <br /> the alteration of the course of a stream or river, or substantially increase the rate or <br /> amount of surface runoff in a manner which would result in flooding on- or off-site? <br /> i t Development of the project site would alter existing drainage patterns, increase the amount of <br /> impervious surface area, and result in an increase in runoff from the developed area. <br /> However,the primary storm drainage system for the Mountain House Community has been <br /> 3 designed to safely convey flows resulting from the 100-year storm event all the way to Old <br /> River. The secondary storm drainage system along the local streets has been designed to <br /> safely convey flows resulting from the 10-year storm event. A 100-year storm event has a <br /> 4-44 <br /> I <br />