Laserfiche WebLink
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:lanuary 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 /> 1,023,900 ft2/1 ft = 37,922.22 cy <br /> 27 ft2/cy <br /> 2. FU-05 - (898,625+6,250) square feet = <br /> 904,875 square feet <br /> 904,875 ft2 x If, = 33,513.89 cy <br /> 27 ft'/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 /> 111. 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\JTD Amendment\March 2006 JTD-LEA Resp\JTD\ContSoil Reuse01270%[WAN A.STIRRAT&ASSOCIATES <br />