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Draft Supplemental Environmental Impact Report Page II-32 <br /> Forward Inc. Landfill 2018 Expansion Project <br /> F.7. Potential decreases in Proposed as Part of the Project: Less than <br /> groundwater resources Continued recharge of extracted and treated groundwater. In the GeoLogic Significant <br /> due to loss of recharge 2017 Corrective Action Monitoring Workplan the construction of a storage <br /> surface area. basin for treatment system effluent that would subsequently infiltrate and <br /> recharge the groundwater is proposed.Although the recharge program does <br /> not specifically address the loss of infiltration within the expansion area it is <br /> designed to generally meet the intent of the water district to minimize <br /> overdrafting. <br /> The impact from the loss of direct infiltration over the expansion area is considered <br /> to be less than significant. <br /> F.8. Increased Mitigation Measure F.8: Implement the proposed Questa Engineering design Less t an <br /> sedimentation during the specifications and standard construction BMPs during the construction phase of the Significant <br /> construction phase of the South Branch of Sough Littlejohns Creek realignment. Construction of the <br /> relocation of the South realigned creek channel shall be implemented during the dry season. <br /> Branch of South This would reduce potential impact of sedimentation from the proposed creek <br /> Littlejohns Creek. alignment to a less-than-significant level. <br /> G. SOILS AND <br /> GEOLOGY <br /> G.1. Seismic shaking Proposed as Part of the Project. Less than— <br /> could <br /> ancould impair or otherwise The project sponsor has prepared a seismicity study for the site,with details Significant <br /> compromise both the in Appendix D of the Geotechnical Investigation Report(Geo-Logic,2008a, <br /> existing and proposed (for 2008b) and the Geosyntec(1999) report. If the potential maximum peak <br /> the new expansion areas) ground acceleration in the seismicity study is greater than that assumed in <br /> Class II liner and the preliminary design,the final project design analysis will make <br /> associated leachate <br /> modifications needed to meet the factor of safety (determinations may be <br /> collection system subject to the approval of the CalRecycle and/or RWQCB). Impacts to the <br /> integrity, causing slope new liner and drainage system installed will be monitored as appropriate <br />