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AL drL <br /> job: 2005.0051 <br /> FORWARD LANDFILL FINAL PARTIAL CLOSURE <br /> Sheet No.5 of 5 <br /> MENNEdw Calculated by:TS Date: lanuary 25.2006 <br /> BRYAN A. STIRRAT S ASSOCIATES Checked by: RMG Date: anuary 25,2006 <br /> CIVIL AND ENVIRONMENTAL ENGINEERS Scale: <br /> 1360 VALLEY VISTA DRIVE,DIAMOND BAR,CA 91765 <br /> FORWARD LANDFILL <br /> AUTO SHREDDER RESIDUE (TASR) ADC <br /> Refuse: ADC Ratio (Volume Basis) and Maximum Tons per Day of TASR ADC <br /> I. RATIO <br /> A. Volume of Refuse (from other calculations) 5,000 tons per day refuse at <br /> 1,740 lbs/cy in-place occupies 5,747.13 cy. <br /> B. Volume of TASR ADC <br /> 1. Regulations (Title 14, Section 20690) require minimum thickness of 6 <br /> inches and maximum of less than 24 inches. Assume 18 inches. <br /> 2. Working face is 300 feet by 110 feet. <br /> 3. vTASR-ADC = 300 feet x 110 feet x1.5 feet = 1,833.33 Cy <br /> 27 feet /cy <br /> C. Ratio = 5,747.13:1,833.33 = 3.13:1 <br /> Say 3.1:1 <br /> 11. MAXIMUM TONS PER DAY <br /> A. One ton of TASR covered 17 square feet of working face 1-foot thick. <br /> B 17 feet x 1 foot = 0.629 cy <br /> 27 feet3/cy <br /> 1 Ton = 1.59 tons.cy <br /> 0.629 cy <br /> C. 1,833.33 cy x 1.59 tons/cy=2,914.67 Tons <br /> Say 2,915 Tons per Day Maximum <br /> 3 Per Lochlin Caffey <br /> ):\Allied\Forward\2005.0051 Partial Closure\Partial Closure Plan\Eng Calcs\ContSoil Reuse012706.doc <br />