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Hitch Rack Ranch Phase III Surety Calculation Details <br /> Volumes <br /> For Phase III Begin Reclamation <br /> Requires Cover <br /> Phase III sq ft acres cyds Fines/Overburden cyds Topsoil <br /> Pit Floor 1,075,932 24.70 39,849 19,925 <br /> Highwall Slope 886,446 20.35 0 <br /> Highwall Bench 716,562 16.45 26,539 13,270 <br /> Plant Area 653,836 15.01 24,216 12,108 <br /> Roads 2,714,659 62.32 100,543 50,271 <br /> Topsoil Stockpile 100,188 2.30 <br /> Fines/Overburden Stockpile 912,582 20.95 33,799 16,900 <br /> Mining Related 598,514 13.74 22,167 11,084 <br /> (Cubic Yards) <br /> Highwall Benches 26,539 <br /> Pit Floor, Roads, Facilities 164,608 <br /> Stockpiles 99,554 <br /> Drainage and Ponds 38,696 <br /> Plant Growth Material 280,497 Includes Rehande of TS1 <br /> Fines Culvert Remove 52,507 <br /> Culvert Removal Access Road 150,495 <br /> Total 662,402 <br /> Volumes Determined Using AutoCAD/Carlson 2015 Software <br /> Hitch Rack Ranch <br /> Approximate Quantity Takeoffs Worksheet(Phase III) <br /> Collection Ditches <br /> Name Length(ft) XS Area(ft^2) Cut Volume(yd^3) <br /> AR-1 1160 6 277 <br /> AR-2 2080 10 803 <br /> AR-3 1540 9 531 <br /> AR-4 3080 8 945 <br /> AR-5 1320 4 209 <br /> AR-6 4440 7 1,151 <br /> AR-7 6980 9 2,271 <br /> AR-8 450 3 46 <br /> AR-9 5030 5 977 <br /> AR-10 2610 4 388 <br /> CWD-1 550 12 241 <br /> CWD-2 600 17 383 <br /> CWD-3 1070 32 1,263 <br /> CWD-4 490 6 109 <br /> CWD-5 900 8 250 <br /> CWD-6 1720 20 1,244 <br /> CWD-7 1240 13 610 <br /> DID-1 3860 29 4,165 <br /> DD-2 475 8 141 <br /> DD-3 1240 9 434 <br /> DID-4 1020 27 1,022 <br /> Printed 9/26/2016 APPENDIX L-1 8 <br />