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West Elk Mine <br /> <br />2.05-43 Rev. 11/04, 03/06, 04/06 & 05/06- PR10; 08/09- TR118; 08/09-TR119; 09/09- MR357; 01/10- TR120; 10/12- MR-388 <br />production volumes. The storage area was expanded by moving a portion of the main topsoil <br />stockpile to the south, creating an additional 60,000 to 88,000 tons of coal storage area. Run-of- <br />mine coal is fed directly to these tubes. Bulldozers push the coal into the hoppers feeding the <br />underground reclaim system and into the crusher. The stacking tube facility consists of three <br />stacking tubes ranging in height from 91 to 94 feet and constructed of reinforced concrete. On <br />top of each stack tube is a transfer structure. The transfer structures are approximately 38 feet <br />tall, open steel structures. The facility also includes a 60-foot tall feed conveyor drive tower and <br />a 42-foot high crusher building. Both of these are open steel structures. An as-built construction <br />description is provided in Exhibit 68. <br /> <br />Screening Facility <br /> <br />Construction of a screening facility was begun in 1992 and became operational in February of <br />1993. The facility is used to separate over-sized material (typically consisting of rock) from the <br />product-sized coal. The screening facility consists of an open steel structure with a maximum <br />height of 84 feet and three associated conveyors. A 1,500 tons per hour high-angle conveyor <br />transfers material to the screening plant from the crusher, product-sized coal is transported to the <br />silo conveyor belt on a 1,500 tons per hour conveyor and a 300 tons per hour high-angle <br />conveyor transports over-sized material to the rotary breaker. An as-built construction <br />description is provided in Exhibit 68. <br /> <br />Coal Preparation Plant and Associated Coal Handling Facilities <br /> <br />After mining began in the E-Seam of the West Elk Mine, geologic conditions proved to be more <br />variable than anticipated. Seam thickness deviation and sandstone intrusions into the coal seam <br />caused higher than expected levels of ash in the run-of-mine coal. As a result, MCC constructed <br />a coal preparation plant and associated coal handling facilities to reduce the ash levels and <br />increase the heat content of its coal product in order to meet its current coal supply obligations <br />on a consistent basis. <br /> <br />The Coal Preparation Plant (“the Plant) is located on the existing LRP mine bench. The Plant <br />building is steel-sided and completely encloses the washing and coal handling equipment. The <br />Plant separates the ROM coal material into salable coal products and coal refuse. The salable <br />products are blended in the plant as required to meet customer specifications. The refuse material <br />is conveyed by 550-foot long, 36-inch wide conveyor PP-4 into a 300-ton truck loading bin at <br />the RPE coal refuse area. The truck loading bin loads off-highway trucks for distribution to the <br />coal refuse pile. Conveyor P-6, a 200-foot long, 36-inch wide stacking conveyor and the fines <br />stockpile on the LRP allow for temporary storage of up to approximately 5,000 tons of coal <br />and/or coal fines product. If needed, the fines can be used for later blending to meet coal quality <br />specifications, or can be transported to the RPE for disposal, depending on the quality of the <br />fines. Refer to Exhibit 81 for more specific information. <br /> <br />Water will be supplied to the Preparation Plant via a new 8-inch diameter buried HDPE pipeline. <br />The coal preparation plant is a closed-loop system designed to produce no effluent. As a <br />precaution, a buried HDPE discharge water pipe was installed to flow to a sediment trap on the <br />south east corner of the bench and flow to an existing LRP perimeter drainage ditch.