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SOLUTION FOR ALAMOSA PIT No. 2 M-1983-175 <br /> <br />QUANTITY FILL REQUIRED 2' ABOVE WATER LEVEL <br />182 <br />807 <br />CY REMARKS <br />D <br /> , RMS <br />QUANTITY OF BORROW 20 ACRES CUT 2' DEEP 64,533 CY OPERATOR <br />QUANTITY OF IMPORT MATERIAL NEEDED 118,274 CY CALCULATION <br />QUANTITY OF IMPORT TOPSOIL & SPREAD 22,266 CY DRMS <br />COST OF REVEGETATION $41,399 LS DRMS <br />COST OF MOBILIZATION & DEMOBILIZATION $3,481 LS DRMS <br />METHODOLOGY USED TO SOLVE FOR THE DENSITY OF THE SCRAP STEEL <br />CALCULATION OF THE AREA WITH SCRAP ON THE SURFACE <br />SEE EXHIBIT "SCRAP-BONEYARD" <br />TOTAL AREA USED FOR "SCRAP-BONEYARD" 5.37 AC <br />AREA THAT HAVE SCRAP IN A DEFINED AREA <br />AREA #1 0.29 AC <br />AREA #2 0.70 AC <br />AREA #3 0.44 AC <br />AREA #4 0.71 AC <br />AREA #5 0.78 AC <br />AREA #6 0.52 AC <br /> 3.44 AC <br />DENSITY OF THE SCRAP ON THE SURFACE <br />FROM SCHOLZ AG- Steeiscrap, MIXED SCRAP 0.60 TONS <br />CONVERT TO 0.60 TONS TO POUNDS (LBS) 1,200 LBS <br />CONVERT CUBIC METERS TO CUBIC FEET <br />1 CM 35.3145 35.31 CF <br />THEREFORE <br />ONE CF OF SCRAP ON THE SURFACE WOULD BE 34 LBS/CF <br />CY OF SCARP ON THE SURFACE WOULD BE 918 LBS/CY <br />CALCULATION <br />CALCULATION <br />CALCULATION <br />CALCULATION <br />CALCULATION <br />CALCULATION <br />CALCULATION <br />CALCULATION <br />/CUBIC METER <br />/CUBIC METER <br />/CUBIC METER