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ISrehmeyer #2 Plt Calculation Notes <br />Calclulations are based on work to 15.5 acres which is the total area of Tract #2. <br />Backflllnaand pradinp <br />3,875 ft. Perimeter of Tract 2x 45 ft. (slope distance) = 174,375 sq.ft. <br />174,375 sq.ft. x 2 ft (depth) = 348,750 cu.ft. <br />348,750 cu.ft. / 27 cu.ft. = 12,917 CY <br />15.5 Ac. x 43,560 sq.ft.Area in Acre = 675,180 sq.ft. <br /> Area previousty glculated - 17,375 sq.ft. <br /> 500,805 sq.ft. <br /> Depth x eft. <br /> 751,208 cu.ft <br />751,208 cu.ft. / 27 cu.ft. = 27,823 CY <br /> + 12.917 CY <br /> Total Cubic Yards to move 40,739 CY <br />Dozer will move 795 CY/Hour <br />40,739 CY / <br />t3eplace Topsoil <br />0.42 ft. (inches of. topsoil) x <br />283,578 cu.ft. / <br />Speedy Mover will move 117 CY/Hour <br />10,503 CY / <br />785 CY/hour = 51.2 Hrs. <br />675,180 = 283,576 cu.ft. <br />(15.5 Acres) <br />27 cu.ft. = 10,503 CY <br />117 CY/Hour = 89.8 Hrs. <br />