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® RDSI Matrix <br /> 0 <br /> RDS1 SECTION REG. CITATION RESPONSE IREFERENCE <br /> 14 CCR Gas Management System: Conceptual gas system plan shown on Appendix B, <br /> 17783.3(a)(1) (Gas Drawings P9 and P10. CEP Dwg. P9 <br /> Mgmt. System) CEP Dwg. P10 <br /> III.B. DESIGN CALCULATIONS <br /> III.B.1. Site Capacity 14 CCR 18222(c) Gross airspace capacity calculated by average end area section Appendix C, <br /> Capacity method from top of drainage layer to base of cover foundation layer. Revised Site Life <br /> See Revised Landfill Site Life Estimate for gross air space and net Estimate and <br /> waste capacity site. Revised Excavation <br /> and Fill <br /> Requirements <br /> III.B.2. Soil Availability 14 CCR 17681 FDSR Section 1.5.5 and Table 1-5 discuss and show the soil mass Appendix C, <br /> (Available Cover balance for the site. The existing landfill has been implementing Revised Site Life <br /> Material) alternative daily cover programs which will reduce the required and Revised <br /> quantities of daily soil cover. Excavation and Fill <br /> Requirements <br /> III.B.3. Seismic Stability 14 CCR 17777 Stability calculations are not required for cover slopes less than 3:1 <br /> unless landfill is located in areas subject to liquefaction or unstable <br /> areas with poor foundation conditions. <br /> It is recommended that a geotechnical analysis be conducted to <br /> determine if liquefaction conditions exist in the landfill subgrade. I <br /> R.W. Beck 2-10 <br /> Revised October 2, 1997 <br /> City of Stockton <br />