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RDSI MATRIX <br /> RDSI SECTION REG.CITATION RESPONSE REFERENCE <br /> operate an electrical generation plant located on facility to 1-29 <br /> property.The Pacific Energy facility is shown on Appendix B, <br /> Drawing P1. It is proposed that future expansion areas CEP Dwg.P1, <br /> use an active type extraction system using a system of CEP Dwg. P8, <br /> gas extraction wells and/or collection trenches.A CEP Dwg.P9, <br /> conceptual gas plan by phase development is shown on CEP Dwg.P10 <br /> drawings P9 and P10. <br /> A perimeter header is shown located adjacent to the <br /> landfill on Sections A. B,and F,Drawing P8.Condensate <br /> sumps locations are shown on P9 and P10. Existing and <br /> proposed as monitoring probes are shown on P1. <br /> III.A.8. Groundwater 14 CCR 182220) The current groundwater monitoring program is Appendix K,Waste <br /> Monitoring Plan contained in Order No.96-175,Waste Discharge Discharge <br /> Requirements (WDR)For City of Stockton Austin Road Requirements, <br /> Landfill Facility issued by the California Regional Water Order No.96-175 <br /> Quality Board. Revisions to the groundwater monitoring Appendix B, <br /> program will require amendments to the RDSI. CEP Dwg.PI <br /> III.A.9. Representative Cross Five representative landfill cross sections are shown on Appendix B, <br /> Sections drawing P5.These sections show the existing landfill,the CEP Dwg.P5 <br /> vertical and horizontal expansion phases,and the final <br /> landfill grade. Sections A,B,C,and D are cut north-south <br /> through a leachate collection trench and sump for Phases <br /> 1,11,111,and IV respectively.Section F is cut east-west <br /> through Phases 1,11,111,and IV showing the drainage <br /> slope to the leachate collection trenches,the top of the <br /> landfill is shown as a projection beyond the section cut. <br /> Sections show specific design elements of the liner, <br /> leachate collection system,cover system,surface water <br /> system are discussed in Section 10 below. <br /> III.A.10. Design Details 23 CCR 2542(Liner Liner Sy§tem:Liner system is a composite liner Appendix B,CEP <br /> System) consisting of an 2 foot clay liner(max. 1!ermeabili!y 1 x Dwg. P6 <br /> 0AJNGHAM\ML1059.D0C 1]/"6 R.W Beck 2-7 <br />