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job: 2005.0051 <br /> FORWARD LANDFILL FINAL PARTIAL CLOSURE <br /> Sheet No.3 of 5 <br /> Calculated by:TS Date:lanuanX 25.2006 <br /> BRYAN A. STIRRAT &ASSOCIATES Checked by: RMG Date:lanuary 25,2006 <br /> CIVIL AND ENVIRONMENTAL ENGINEERS Scale: <br /> 1360 VALLEY VISTA DRIVE,DIAMOND BAR,CA 91765 <br /> FORWARD LANDFILL <br /> ESTIMATE QUALTITY OF BENEFICIAL INERTS <br /> (e.g., PCC, AC) <br /> MAXIMUM TONS PER DAY <br /> Assume: Need to construct tipping pad 300 feet by 90 feet by 1 foot thick in two days <br /> Volume 300 ft x 90 fix 1}bot = 1,000 cy <br /> 27 ft'/cy <br /> Assume approximately 1 ton per cubic yard <br /> Need 1,000 tons or 500 tons per day <br /> Assume 10 percent losses based on experience <br /> Need 1.1 x 500 TPD = 550 TPD maximum <br /> s <br /> J:\Allied\Forward\2005.0051 Partial Closure\Partial Closure Plan\Eng Calcs\ContSoil Reuse012706.doc <br />