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• collecting and pumping surface and ground water that enter the pit. Sediment ponds are designed for <br />controlling runoff from disturbed areas. All diversions and sediment ponds are designed in accordance with <br />the regulations governing such structures and conform to currently accepted engineering practice. Power <br />distribution at area surface mines such as Yoast, which utilizes high voltage electrical equipment, must be <br />well planned for optimum accessibility. Power for stripping equipment is nomurlly fed from the highwall or <br />undisturbed side of the operation for ease of access and to alleviate congestion in the pit and on the spoil <br />side. Avery important task requiring utilization of the best available engineering techniques is the design of <br />astable postmine land surface. Determination of such factors as spoil swell, stream gradients, postmine <br />land use, spoil character, and foundation materials will affect the design of a land surface representing the <br />approximate original contour. The currently accepted technique is to design a surface with slopes that do <br />not exceed the average premining slope and with a general configuration that approximates the premining <br />surface. <br />Area suface mining is the most efficient method of recovery of a coal resource, especially in areas such as <br />Yoast where the coal is of such a quality that it can be burned "raw", that is, without processing. ,The <br />Wadge Caal seam and a small amount of the Wolf Creek coal seam will be mined to approximately 100 <br />feet in depth (limitation of the stripping equipment) with a resource recovery rate approaching 91 percent. <br />• Table 12-2 illustrates the anticipated acres mined and annual production of coal from October 1996 through <br />the currently proposed life-of-operations. It is highly unlikely that the areas proposed to be mined will be <br />redisturbed at some future date to recover deeper seams. The closest coal seam below the Wadge seam <br />iS the Wolf Creek seam with an interburden thickness of approximatety 150 feet. There is no equipment <br />suited to the terrein at Yoast that could economically remove overburdenfinterburden to such <br />depths. However, there is an area of Wolf Creek coal that is recoverable at depths of less than 100 <br />feet. Over the life of the Yoast Mine, various mining methods, in addition to the dragline, have been <br />tried in order to maximize coal resource conservation and recovery. These methods have included <br />stripping with dozers and scrapers where applicable and attempts to recover deeper coal using <br />angering and/or highwall mining methods. Auger and highwall methods were used with limited <br />success and are no longer part of the mine plan. The past angering and highwall mining <br />methods/plans am addressed in Attachments f2-1 and 12-2, respectively. The remaining <br />recoverable reserve (Wadge and Wolf Creek seams) will be mined with the 650 dragline. The areas <br />mined and the remaining areas to be mined are shown on Exhibit 12-1, Operations Plan-Mining. <br />• <br />PR-02 5 Revised 10/05 <br />