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Exhibit L — Reclamation Costs <br />lengths described above. For example: If the advancing wall is only <br />600± linear feet, trailing side slopes may have a combined length <br />pending finished grading of up to 1,000± linear feet. Another example <br />is if the advancing wall is 1,400± linear feet long, there is only 200± <br />linear feet of trailing wall, and operations must be more Johnny on the <br />spot in keeping up with concurrency in this configuration. So the <br />'morphing of the front generally affects the pace of concurrent <br />reclamation of the trailing wall. <br />UTA(jr�AM FILL TO GRADE <br />927.38 <br />3H: 1 V SOFT. <br />3 <br />d <br />PIT <br />WALL @ <br />1.25H: 1V <br />length <br />2H: IV <br />Assuming a mean depth of advancing wall and sidewalls of 35.0± feet. <br />1600.00± lin.ft. (extraction front) x 927.38 sq.ft. (required fill — Diagram 1, above) _ <br />1,483,808.00 cu.ft. = 27 = 54,955.85 LCY <br />Average push distance is 50± feet using equipment and assumptions leading to per unit <br />cost previously determined by OMLR (refer to Kurtz estimates at back of this exhibit) _ <br />$0.842 per LCY. <br />54,955.85 LCY <br />x $ 0.842 per LCY. <br />$ 46,272.82± to grade to required slope per 1600.0± lin.ft. extraction front. <br />Varra Companies, Inc. Western Sugar Reclamation Land Development Project 4 <br />OMLR 112 Permit Application 2010 <br />