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Once an area of the pile reached the design elevation, a minimum of 2.0 feet, and up to 3.5 feet of suitable non-toxic <br /> material was placed as cover on that area. Because the No. 9 Mine portal excavation was filled with waste material,the <br /> excavated material in the berm around the pit(approximately 185,000 cubic yards)was used as the source for the non- <br /> toxic cover on the waste pile. Following cover material placement, soil or suitable grow media was placed and spread <br /> over the reclaimed area to a depth of 6 to 12 inches. Following completion of reclamation for the entire waste pile,any <br /> material remaining in the berms was distributed evenly over the No. 9 Mine yard area. <br /> After redistribution of soil and growth media, the soil materials were sampled and analyzed, and any necessary <br /> amendments were added to assure adequate soil fertility for revegetation. The area will be returned to a land use of <br /> rangeland/ wildlife habitat by seeding with a cover crop and then the rangeland/wildlife seed mixture at a rate of <br /> 17.25 pounds/acre if a rangeland drill is used. Reclamation of the Refuse Disposal Area was completed in 2021. <br /> Solid Waste Disposal Facility <br /> Any non-hazardous debris resulting from demolition of mine buildings and facilities, and/or other materials, <br /> as defined in Rule 4.11.4, Disposal of Non-Coal Waste, may be disposed of in a permitted Solid Waste <br /> Disposal Facility. The proposed solid waste disposal area covers approximately 4.5 acres in Section 32, <br /> adjacent to the existing coal refuse pile and No. 9 Portal Area, as shown on Map 25, Structures and <br /> Renewable Resources. <br /> The facility was constructed and reclaimed in accordance with applicable provisions of Rule 4.11.4, <br /> Disposal of Non-Coal Waste. The disposal area was excavated, as-needed, to provide for effective waste <br /> containment and to assure that sufficient material is available to cover the non-coal waste material with a <br /> minimum of two feet of soil material. The excavation maintained at least an eight foot barrier of soil <br /> material between the adjacent coal refuse waste pile and the non-coal disposal area, and excavation depth <br /> was limited so that the bottom of the excavation is well above the natural ground water table in the area. <br /> The reclamation of the waste disposal area was finished in 2009 <br /> The total area for this facility was approximately 4.5 acres, however, only a portion of the area was in active <br /> use at any given time. Waste materials were placed, spread, and compacted to assure long-term stability. <br /> If the waste disposal area was used for non-coal wastes that could be subject to wind-loss or vector <br /> infestations, or which may be flammable, sufficient cover material will be maintained in stockpile to both <br /> meet applicable final cover requirements, and provide for temporary cover requirements. Surface drainage <br /> is controlled by the ditch and pond system already in-place, as shown on Map 26, Drainage and Sediment <br /> Control Plan. <br /> The final cover placement consisted of a minimum of two feet of suitable, non-toxic cover material, <br /> including spoil or other cover material and topsoil or best available plant-growth media(in accordance with <br /> Rule 4.11.4). These areas were then be revegetated by seeding with a cover crop and then the pastureland <br /> seed mix as the approved postmining land-use as shown on the Reclamation Plan Map (Map 29). <br /> Postmining Discharge—No. 9 Mine <br /> The "P" seam was mined in the No. 9 Mine from March 1985 to August 1988. The mine was driven northward in a <br /> downdip direction. The approximate elevation of the bottom of the No. 9 mine portal entry was 6,305 ft., and present <br /> ground surface is approximately 6,350 ft. No significant full-extraction mining was performed in the mine. <br /> The water level in the Twentymile Sandstone is estimated to be approximately 6,260 ft.,at its highest level in the area <br /> MT8 2.05-30 Revised 02/28/22 <br />