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MOUNTAIN HOUSE PROPOSED ALTAMONT HEIGHTS TENTATIVE MAP 4. ENVIRONMENTAL CHECKLIST <br /> 4.8 HYDROLOGY AND WATER QOAUTY <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 /> 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 /> r 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.I 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 /> ` 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 /> 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 /> 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 /> 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 /> 444 <br />