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constructed since 1993, a blanket LCRS has been installed over the lined base <br /> and slopes. The same LCRS system will be used in the expansion area. <br /> The general LCRS design will consist of a one-foot thick gravel layer immediately <br /> above the base liner. A network of leachate collection pipes placed within the <br /> gravel layer will convey accumulated liquid to the designated sump areas. <br /> Dedicated pumps will be installed in each sump to lift the leachate through a <br /> riser pipe for discharge to onsite leachate evaporation ponds. As discussed <br /> earlier, one of the leachate ponds will be removed and relocated (see Figures 7 <br /> and Q. Additional leachate ponds will be added in the southwest corner of the <br /> expansion area and in the area of the current administrative offices. <br /> LANDFILL GAS CONTROL SYSTEM <br /> The current collection system consists of 216 vertical landfill gas wells, 46 soil <br /> vapor extraction wells, eight (8) horizontal gas collectors, and seven (7) LCRS <br /> riser connections; however, changes to the system are ongoing, as additional <br /> collectors are added in response to changing landfill conditions. The control <br /> system currently consists of two enclosed ground flares and a landfill gas to <br /> energy plant. One flare is a 2,000 scfm LFG & E International unit installed in <br /> 2002, and the second is a 3,400 scfm John Zink unit installed in 2007. Eighteen <br /> additional wells are connected to a landfill gas to energy plant operated by <br /> Covanta. The landfill gas system is more fully described in Sections 3.3.4 and <br /> 4.4.1. This system will be extended into the expansion area with of main and <br /> lateral collection lines connected to a well field consisting of vertical collection <br /> wells and horizontal collection trenches. <br /> 5.3 CLOSURE/POST-CLOSURE MAINTAINANCE PLAN <br /> An updated PCPCMP will be prepared, as part of the JTD, to reflect the <br /> proposed expansion areas and will be submitted as part of the SWFP application <br /> package. The PCPMP will be similar to the current PCPMP but will incorporate <br /> the expansion area. The preliminary closure and post-closure cost estimate will <br /> be revised to reflect the updated PCPCMP for the proposed expansion. A Final <br /> Closure and Post-Closure Maintenance Plan (FCPCMP) will be prepared and <br /> submitted to the appropriate regulatory agencies (e.g., CIWMB, LEA, and <br /> RWQCB) two years prior to the anticipated closure date. <br /> Forward Landfill Project Description 5-9 BRYAN A.STIRRAT&ASSOCIATES <br /> (J:\Allied\Forward\2007.0018 Lateral Expansion\Reports\Prof Descrip\021308 Final Proj Des\Sec 5.doc:2/13/2008) <br />