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Soil with Tars 6:1 <br /> Clean and Contaminated Soil(including Intermediate 4:1 <br /> Cover <br /> Shredded Tires 12"thick 4.7:1 <br /> PGM 12"thick 4.7:1 <br /> Com ostable Material 12" thick 4.7:1 <br /> Treated Auto Shredder Residue(24" k 8' assumed 2:4331:1 <br /> -Title 27 requires an average compacted thickness <br /> less than 24" <br /> C&D (Inert) Material (12"assumed-Title 27 re uq ires <br /> an average compacted thickness less than 18 <br /> Ash and Cement Kiln Dust 12"thick 4.7:1 <br /> NOTE: Thickness shown above are consistent with Title 27,Section 20690 <br /> Predominately, Forward Inc. utilizes soil (both clean and contaminated), PGM <br /> and TASR. <br /> and field test data (as pfevided by ForwaFd) war, analyzed and the resul <br /> Resi eyplume calculations�erformed to estimate the above ratios for <br /> materials, other than soil, are included in Appendix C-1. As noted in Section <br /> 4.3.1, discussions with the LEA resulted in the conclusions that Aash and cement <br /> kiln dust are believed to have similar properties to PGM, and that.—C&D material <br /> is believed to have properties similar to treated auto shredder residue. <br /> However, 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 /> Forward Landfill JTD 4-11 <br /> J:\Allied\Forward\iTD Amendment\January2006 JTD Amendment\JTD Sec 4 012506 Track Changes.doc: <br /> 05/24/02;Amendment No.1: 1/26/2006 <br />