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14 CCR 17776 (Drain Drain System: Drainage layer would be either drainage sand Appendix B, <br /> System) or geocomposite type drain net (drain net with geotextile filter). CEP Dwg. P6 <br /> If a drain net is used, a minimum 1 foot thick soil layer would Appendix I, FDSR <br /> be placed over drain net for protection of the liner system. Sec. 1.3.5, Page 1- <br /> See Drawing P6 for typical details. 10 <br /> 14 CCR 17781(c)(1 (A) Leachate Collection System: The leachate collection consists Appendix B, CEP <br /> (Leachate Collect) of a series of gravel filled trenches with a 6-inch minimum Dwg. P6 <br /> diameter collection pipe. The trenches grade down to a Appendix I, FDSR <br /> collection sump area. The leachate is pumped out of the Sec. 1.3.6 and 1.3.7 <br /> collection sump by a submerged pump to perimeter Pages 1-10 to 1-11 <br /> forcemain. See details 7, 8, and 9 Drawing P6 and FDSR <br /> section 1.3.6 and 1.3.7. <br /> 14 CCR 17783.3(x)(1) (Gas Gas Management System: Conceptual gas system plan Appendix B, <br /> Mgmt. System) shown on Drawings P9 and P10. CEP Dwg. P9 <br /> CEP Dwg. P10 <br /> III.B. DESIGN CALCULATIONS <br /> III.B.1. Site Capadity 14 CCR 18222(c) Capacity Gross airspace capacity calculated by average end area Appendix C, <br /> section method from top of drainage layer to base of cover Revised Site Life <br /> foundation layer. See Revised Landfill Site Life Estimate for Estimate and <br /> gross air space and net waste capacity site. Revised Excavation <br /> and Fill <br /> Requirements <br /> III.B.2. Soil Availability 14 CCR 17681 (Available FDSR Section 1.5.5 and Table 1-5 discuss and show the soil Appendix C, <br /> Cover Material) mass balance for the site. The existing landfill has been Revised Site Life and <br /> implementing alternative daily cover programs which will Revised Excavation <br /> reduce the required quantities of daily soil cover. and Fill <br /> Requirements <br />