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<br />Carol Russell <br />MLRD <br />Bonding Adjustments cont. <br />Page 3 <br />to serve GEC's operating purpose). Accordingly, the proposed back- <br />filling can be evaluated as follows: <br />Existing Pit around Section 12 Area <br />Volume (Sec. 12) = 13,333 C.Y. after the width of the haul <br />road is reduced to 22': <br />Volume (Sec. 12) = 22 + 60 ) X 16 X 450' = 10,933 C.Y. <br />Total yardage to be backfilled = 13,333 - 10,933 = 2,400 C.Y, <br />Existing Pit around Section 11 Area <br />Volume (Sec. 11) = 5,926 C.Y, after the width of the haul <br />road is reduced to 22': <br />Volume (Sec. 11) _ (22' + 60') X 16' X 200' = 4,859 C.Y. <br />Total yardage to be backfilled = 5,926 - 4,859 = 1,067 C.Y. <br />Existing Pit around Section 10 Area <br />Volume (Sec. 10) = 13,600 C.Y. after the width of the haul <br />road is reduced to 22'; <br />Volume (Sec. 10) _ (22 + 8~') X 36' X 150' = 10,400 C.Y. <br />Total yardage to be backfilled = 13,600 - 10,400 = 3,200 C.Y, <br />Existing Pit around Section 9 Area <br />Volume (Sec. 9) = 36,644 C.Y. after the width of the haul <br />road is reduced to 22': <br />Volume (Sec. 9) _ (22' + 11~') X 100' X 102' = 26,25b C.Y. <br />Total yardage to be backfilled = 36,644 - 26,256 = 10,388 C.Y. <br />Existing Pit around ~ of Section 8 Area <br />Volume (Sec 8) = 18,322 C.Y. <br />Volume (Sec. 8)= (22' + 134' <br />after the width of the haul <br />road is reduced to 22': <br />X 89 X 48 = 12,341 C.Y. <br />Total yardage to be backfilled = 18,322 - 12,341 = 5,981 C.Y. <br />