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d:%mjuft%soilbaI(raw 54) <br /> 16-Aug-93 Proj# 07549-001-141-04 <br /> MJU SOIL BALANCE CALCULATIONS(CY) <br /> LOVELACE ROAD TRANSFER STATION chocked PVM Aug-16-93 <br /> SHRINKAGE FACTOR 15.00% 20.00% <br /> Fill cut Fill j cut <br /> DCA CUT(1) 39,711 39,711 <br /> DCA FILL(2) 30,221 30.221 <br /> ADJ CUT DOWN FOR SHRINKAGE 33,754 31.769 <br /> Engr Fill(assume cut)(3) <br /> Roads 11.213 11,213 <br /> Building Demolition(fill)(4) 3,227 3,227 <br /> 4.00 so <br /> 0.5 ft <br /> WASTE REMOVAL(fill)(5) 8,056 8,056 <br /> TOTALS 41,503 44,967 41,503 42.982. <br /> SOIL BALANCE ICY) <br /> Notes I Based on DCA calculation(ave.of grid and tin subtraction);Aug 13,1993,after design criteria design grades were <br /> lowered one foot to achieve a balance. DCA calculation assumed that finished floor elevations on plane are <br /> reduced by 1.5 feet for foundations before volume calculation for fill is computed. <br /> 2 A 15% to 20%shrinkage factor for on-site soils to be cut is used as shown for the soil balance calculation. This <br /> is based on the Kleinfelder geotechnical investigation,dated January 7, 1993,page 9 of 11. <br /> 3 Road engineered fill assumed to be on 6.95 acres at 1 foot thickness. <br /> 4 Assumes acreage and thickness shown for removal of pavement and structure foundations. <br /> 5 According to calculation below,based on Kleinfelder Geotechnical Report cross sections. <br /> PRELIMINARY WASTE REMOVAL VOLUME ESTIMATE(CY in-place) <br /> DEPTH(ft) 7 6 9 9 6 1.5 <br /> DIST(ft) 28 30 70 28 30 <br /> Assumed 1. 200 <br /> volume(cy 1,348 1,667 4,667 1,556 833 total 10,070 - <br /> Assumed I. 120 <br /> Ivolume(cy), 809, 1,000, 2,800, 933, 500,total 6,042, * <br /> *Based on Kleinfelder geotechnical cross-sections. Note that actual volume may vary considerably due to <br /> to limited extent of borings and the high potential variability(no waste placement data available). <br /> PAGE 1 <br />