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~. <br />BACKFILLING 8 GRADING: <br />Approximate Original Contour - Williams Fork Strip Pit No. 2 <br />The applicant requests an amendment to the currently approved post-mining <br />topography of the Williams Fork Strip Pit No. 2. A proposed post-mining <br />topography was approved as a portion of Permit C-81-044. The approved <br />configuration requires the regrading of approximately 240,000 cubic yards of <br />spoil. The applicant was allowed to postpone final grading, because the <br />installation of a second set of portals for the No. 9 Mine was proposed at <br />this location. The applicant's proposed reconfiguration of the post-mining <br />topography for the pit requires the regrading of approximately 40,000 cubic <br />yards of spoil and results in a valley form considerably more steeply sloped <br />than the approved configuration. I do not believe that the amended <br />topographic configuration compliments the natural character of the area. I <br />also believe it may present some erosional stability problems because of steep <br />slope gradients. Therefore, I recommend its denial. At a rtiinimum, the <br />applicant will need to demonstrate that their proposed amendment satisfies the <br />requirements for approximate original contour. <br />Disposal of Underground Development Waste - No. 9 Portal <br />The applicant requests permission to dispose of underground development waste <br />within the existing No. 9 Portal incline excavation. These portals are <br />proposed to be sealed and abandoned. The approved reclamation plan calls for <br />the backfilling of the existing excavated incline. The applicant proposes to <br />utilize the excavation to dispose of waste, which would incT•ease the volume of <br />waste their plan would accommodate. I believe that this is a desirable <br />amendment to their plan, if properly executed. Because there would be no <br />elevated embankment, slope stability is not a concern. Howc>ver, I am <br />concerned that ground waters might invade the unencapsulatecl waste, producing <br />a potentially detrimental leachate. Dampness has been noted on the slopes of <br />the portal excavation in the past. The application fails to quantify the <br />amount of waste which would be accommodated at the site. <br />The applicant should provide more detail concerning the preparation of the <br />site and the placement of the waste material to preclude possible problems. <br />The applicant should thoroughly address the possible hydrological implications <br />of the proposed waste disposal. If the applicant can satisi`y water quality <br />criteria, then I would have no objection to the proposal. [f necessary to <br />preclude detereoration of ground water quality, the waste could be <br />encapsulated in impermeable material. <br />SUBSIDENCE <br />Summary <br />The application includes a life-of-mine plan which projects coal extraction in <br />both the No. 5 and No. 6 mines. The preferred mining method is longwall, but <br />the applicant requests the right to substitute room and pillar techniques to <br />supplement extraction. Because of the efforts necessary for initial <br />development, projected subsidence is relatively limited within the initial <br />