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Environmental Challenges <br /> The principle environmental challenges encountered when accomplishing reclamation at Coal <br /> Basin revolve around the steepness of the slopes, soil types and precipitation characteristics of <br /> the area. Intense summer thunder showers can cause a tremendous amount of short term, high <br /> intensity runoff. The soils within the Basin are generally derived from the Mancos Shale, and are <br /> highly erosive. The topographic relief of the Basin is very dramatic, as evidenced by the <br /> extremely steep slopes and deep, narrow canyons. Other challenges faced in accomplishing <br /> reclamation of the site are primarily related to the climatic conditions of the Basin. The short <br /> growing season at higher elevations limits the establishment of reclamation species. Vegetation <br /> establishment can require three or more years after initial seeding. <br /> Reclamation Projects, Bankruptcy Funds <br /> To date, approximately$1,238,000 has been expended to reclaim about 160 acres. Reclamation <br /> has been accomplished at three mine areas, the Rock Tunnel vicinity,three waste dumps, a <br /> warehouse/storage area, on nine miles of haul roads and at two coal stockpiles. Reclamation <br /> generally includes structural demolition, earth work, drainage construction and revegetation <br /> related tasks. The focus of most projects has been to overcome erosion resulting from mining <br /> related disturbances. To this end, the projects have included partial backfilling of highwalls, <br /> recontouring of the mine benches (above the outslopes to help alleviate the channelization of <br /> water from rainstorms), re-grading and ripping of road surfaces and revegetation. <br /> Erosion of the mine bench outslopes has been an ongoing concern. These slopes vary from <br /> between 100 feet and 900 feet in length, and are between one and eight acres in size. They are <br /> mainly composed of materials excavated to create the highwalls at the various mine entries, and <br /> approach the angle of repose in many cases. Stabilization of the outslopes through revegetation <br /> offers the best long term potential for minimizing erosion. Initially, revegetation was attempted at <br /> Mine 3 in 1995. A north facing slope was scarified by dragging a large steel I beam across the <br /> slopes to eliminate surface crusting. Seed, fertilizer and mulch were applied using a <br /> hydromulcher. <br /> Revegetation demonstrations were conducted at Mine 1 1996. A four-ton vibratory roller was <br /> converted into an imprinter by welding ten-inch long by six-inch tall steel plates perpendicular to <br /> the roller surface. These plates were placed in an alternating pattern across the roller surface. <br /> When suspended from a dozer, and rolled up and down the slope, a series of small benches was <br /> created on the face of the slope. These benches provided a surface for the seed to rest and <br /> germinate. Best results were achieved when the roller was used on slopes which exhibited a <br /> greater percentage of finer grained materials, and a lesser percentage of coarse material. After <br /> imprinting the slope, seed was hand broadcast, and the slope was mulched. <br /> Reclamation Projects,Abandoned Mined Land Funds <br /> To date, two Projects funded by Abandoned Mined Land Fees have been accomplished at Coal <br /> Basin. A third Project is scheduled for this summer and a fourth is being planned for 2001. <br /> Revegetation of an abandoned coal strip pit and an adjoining mine bench outslope near Mine 5 <br /> was undertaken in 1991. Additional work at a coal waste pile in the vicinity of Mine 5 will be <br /> proposed for construction in 2001. <br /> A portion of the Old Refuse Pile was constructed prior to August 3, 1977. This portion of the <br /> facility is very steep, with slope angles in some places exceeding one to one (horizontal to <br /> vertical). A number of slumps and slides, along with significant erosion, were observed in this <br /> area. In order to reduce erosion potential, and to minimize the possibility of a slope failure at this <br /> portion of the refuse pile, it was determined that slope reduction would be required. <br /> In order to address these concerns two AML funded Projects have been proposed: <br />