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Soil with Tars 6:1 <br /> Clean and Contaminated Soil 4:1 <br /> Shredded Tires 4:1 <br /> PGM 2.5:1 <br /> Com ostable Material 2.5:1 <br /> Treated Auto Shredder Residue 2.5:1 <br /> C&D Inert Material 2.5:1 <br /> Ash and Cement Kiln Dust 2.5:1- <br /> Predominately, Forward Inc. utilizes soil (both clean and contaminated), PGM <br /> and TASK. Based on the refuse to cover ratios listed above, Forward Inc. will use <br /> an effective refuse-to-cover ratio of 4:1 for purposes of calculating the landfill's <br /> remaining capacity and site life. In addition, the remaining waste capacity and <br /> site life are reviewed annually by Forward Inc. and are required to be updated in <br /> accordance with 27 CCR, Section 21640, in conjunction with a review of the <br /> solid waste facilities permit every five years. <br /> 4.6 SITE CAPACITY <br /> As previously discussed, the disposal area footprint consists of approximately <br /> 387.8 acres. The total site capacity is based on the difference between the <br /> estimated subgrade excavation and the final disposal area contours. The total <br /> remaining airspace for the Forward Landfill, as of February 2005, is 32,338,460 <br /> cy. Appendix C presents information regarding air space, final, intermediate and <br /> daily cover requirements and remaining refuse capacity. The remaining site life <br /> is based on a refuse to soil volume ratio of 4:1 and a refuse density of 1,740 <br /> pounds per cy. The site capacity calculations reflecting this information are <br /> included in Appendix C. <br /> Forward Landfill JTD 4-11 <br /> J:\Allied\Forward\JTD Amendment\Final JTD Amendment\)TD Sec 4 080105.doc:05/24/02 <br /> BRYAN A.STIRfaAT S ASSOCIATES <br /> Amendment No.1: 8/1/2005 <br />