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4.7.4 IMPACT ANALYSIS <br /> ANALYSIS METHODOLOGY <br /> The analysis of drainage is based on existing information gathered from previously prepared documents that <br /> address stormwater drainage for the whole Mountain House community,including the Mountain House New <br /> Community Master Plan,Final Environmental Impact Report for Mountain House Master Plan and Specific Plan <br /> I,Mountain House Stormwater Master Drainage Plan, and College Park at Mountain House New Community <br /> Speck Plan III. Analysis of stormwater drainage specific to the project site is based on technical analysis <br /> prepared by the project sponsor's engineer(MacKay& Somps)which provides details about drainage <br /> improvements proposed with implementation of the proposed project. <br /> IMPACTS AND MITIGATION MEASURES <br /> The Initial Study(IS)found that the proposed project would not housing or structures in a 100-year flood hazard <br /> area because the project site is not located within a 100-year flood hazard area as mapped in the MHMP or on a <br /> FEMA Flood Insurance Rate Map.In addition, the IS found that the proposed project would not be subject to a <br /> seiche,tsunami,or mudflow because the project site is not located near any large water bodies,including the <br /> ocean,and because the project site is not located adjacent to or downstream of the primary drainage of the <br /> Mountain House Creek watershed where any mudflows would be generated. Therefore,in accordance with <br /> Section 15063(b)(1)(C) of the State CEQA Guidelines,the potential for the proposed project to place housing or <br /> structures in flood hazard areas and be subject to a seiche,mudflow,or tsunami are not evaluated further in this <br /> EIR. See the IS(Appendix D of this Draft EIR)for further discussion. <br /> IMPACT Drainage—Increased Erosion or Sedimentation. Development of the proposed project could atter the <br /> 4.7-1 existing drainage pattem of the site or area in a manner that could result in substantial erosion and <br /> sedimentation during project construction and operation. Compliance with MHMP policies, MHMP mitigation <br /> measures, and Phase 1 and 11 NPDES permit requirements,including the preparation and implementation of <br /> a SWPPP that outlines BMPs to be followed to minimize erosion and sedimentation, would avoid substantial <br /> erosion and sedimentation during project construction and operation. No adverse effects on the capacity and <br /> performance of the storm-drain system would occur.A less-than-significant impact would occur. <br /> Project construction activities would include earth-moving and grading activities that would affect the existing <br /> drainage pattern at the project site,temporarily remove existing vegetative cover,include stockpiled soils,and <br /> create the potential for erosion and sedimentation of on-site soils during construction.However,MHMP Policies <br /> 42.2(a) and(b)require that runoff, erosion,and sedimentation be controlled during grading; MHMP Policy <br /> .. 6.8.3(b)requires that adequate efforts be made to control or eliminate soil erosion and sedimentation associated <br /> with construction activities,MHMP Policy 15.4(c)requires that sediment generated by grading or construction <br /> activities be subject to BMPs before discharge to creeks,ditches,and Old River.Also, state regulations (Phase I <br /> �. and II NPDES permit requirements)are in place that require the preparation and implementation of a SWPPP, <br /> including the implementation of BMPs during construction that are designed to avoid substantial erosion and <br /> sedimentation.Compliance with these and other applicable erosion and sediment-control requirements would <br /> result in a less-than-significant impact. <br /> Project operation would include landscape maintenance and other activities that could result in substantial on-site <br /> erosion sedimentation.This, in turn,could lead to adverse effects on the capacity and performance of the storm- <br /> drain system In addition, flow-through runoff from upstream of the College Park project site could carry with it <br /> sediment that could lead to adverse effects on the storm-drain system.MHMP Section 15.11.2 requires that storm <br /> drainage and flood-protection facilities be maintained by MHCSD, and that a channel maintenance plan be <br /> �- prepared by MHCSD to include a program to monitor sedimentation buildout for Mountain House Creek and <br /> drainage channels.Mitigation Measure 4.7-2(b)in the Delta College EIR requires that, after construction,all <br /> drainage facilities shall be inspected on a yearly basis for accumulated sediment, and if sediment has accumulated, <br /> College Park at Mountain House Specific Plan III Draft EIR EDAW <br /> San Joaquin County 4.7.11 Drainage <br />