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i RDSI MATRix RDSI SECTION REG.CITATION RESPONSE REFERENCE 14 CCR 17783.3(x)(1) Gas Management System: Conceptual gas system plan Appendix B, Gas M t.S stem shown on drawin P9 and P10. Drawin2 P9,P10 III.B.DESIGN CALCULATIONS III.B.1.Site Capacity 14 CCR 18222(c) Gross airspace capacity calculated by average end area Appendix C, (Capacity) section method from top of drainage layer to base of Revised Site Life cover foundation layer. See Revised Landfill Site Life Estimate and Estimate for gross air space and net waste capacity site. Revised Excavation and Fill Requirements III.B.2. Soil Availability 14 CCR 17681 (Available FDSR Section 1.5.5 and Table 1-5 discuss and show the Appendix C, Cover Material) soil mass balance for the site. The existing landfill has Revised Site Life been implementing alternative daily cover programs Estimate and which will reduce the required quantities of daily soil Revised Excavation cover. and Fill Requirements III.B.3. Seismic Stability 14 CCR 17777 Stability calculations not required for cover slopes less than 3:1 unless landfill is located in areas subject to liquifaction or unstable areas with poor foundation conditions. It is recommended that a geotechnical analysis be conducted to determine if liquification conditions exist in the landfill sub ade. III.B.4. Settlement Analysis 14 CCR 17776 The Austin Road Landfill Expansion Landfill Settlement Appendix E, Analysis letter report discuss landfill settlement and Landfill Settlement includes settlement calculations for final closure Analysis settlement,vertical expansion liner settlement,and horizontal expansion liner settlement. It is recommended that additional geotechnical investigation work be conducted prior to the final design of the vertical ex ansion to define the com action 0AJNGHAM\ML1059.D0C 11/13/% R. W. Beck 2-9