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<br />Section 785.20 (c) Continued. <br />The 7400 dragline operation will advance up-dip toward outcrop but <br />will not reach the outcrop because of restrictions dictated by <br />topography which is a ridge crest. The outcrop is located on the <br />opposite side of ridge crest from the dragline operation. The <br />auger will penetrate up-dip toward the coal quality limit and/or <br />outcrop. The Wadge Seam in this area is dipping at 8° and aver- <br />ages 10' in thickness. Due to the dip of the seam, the expected <br />penetration is approximately 100' drilling up-dip. <br />Figure 45, Auger Ptining Drilling Pattern demonstrates the drilling <br />pattern to be used in the up-dip penetration, which will be an <br />over-under pattern. An approximate 2' pillar will be left between <br />the vertical lines of holes to prevent squeezing of the augers in <br />adjacent lines. The area designated on the Ptine Plan for augering <br />is approximately 4200' in length and approximately 100' in width. <br />• The area of coal which would be left with no augering would be <br />4200' in length and 150' to 450' in width containing approximately <br />400,000 tons. <br />Having a maximum width of 450' and a minimum width of 150', the <br />area is too narrow for any underground operations. Thus, coal <br />reserves and access to these reserves is sufficiently limited <br />upon the completion of surface mining and prior to initiation <br />of the augering proposed here that it would not be practicable <br />to recover the remaining reserves. On the other hand, augering <br />in the pattern proposed by Energy Fuels would recover approximately <br />70,000 additional tons that would otherwise be lost. <br />Insofar as it does not interfere with coal hauling, backfilling <br />will occur as contemporaneously as possible. In any event, the <br />backfilling and plugging of auger holes will be done within 30 days <br />following completion. The backfill material used to plug the auger <br />• holes and fill the final pit will consist of the final spoil ridge <br />785-26 <br />