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job: 2005.0051 <br /> FORWARD LANDFILL FINAL PARTIAL CLOSURE <br /> Sheet No.2 of 5 <br /> Calculated by:TS Date:lanuary 25,2006 <br /> BRYAN A.STIRRAT &ASSOCIATES Checked by: RMG Date: January 25,2006 <br /> CIVIL AND ENVIRONMENTAL ENGINEERS Scale: <br /> 1360 VALLEY VISTA DRIVE,DIAMOND BAR,CA 91765 <br /> B. VOLUME OF OPERATIONS LAYER - BASED ON SITE INVOICES 1-FOOT <br /> THICK' <br /> 1. FU-04 - 1,023, 900 square feet <br /> 1,023,900t2/I ft = 37,922.22 Cy <br /> 27 ft2./l�cy <br /> 2. FU-05 - (898,625+6,250) square feet = <br /> 904,875 square feet <br /> 904,875 ft'x1 f1 =33,513.89 cy <br /> 27 ft3/cy <br /> Say 40,000 cy (accounts for losses during construction) <br /> C. WEIGHT OF OPERATIONS LAYER <br /> 1. Assume 1 ton/cy (no compaction) <br /> Say 40,000 tons <br /> D. DAILY MAXIMUM <br /> 1. Based on experience, assume all operations layer delivered to site in <br /> 15 days. <br /> 2 40,000 tons = 2,666.67 tons per day <br /> 15 days <br /> Say 2,670 tons per day Operations Layer alone <br /> III. MAXIMUM DAY <br /> D&I plus Operations Layer <br /> 1,436.78 plus 2,666.67=4,103.45 <br /> Say 4,200 tons per day <br /> ' Information supplied by AWI <br /> J:\Allied\Forward\2005.0051 Partial Closure\Partial Closure Plan\Eng Calcs\ContSoil Reuse012706.doc <br />