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West Elk Mine <br />2.04-37 Rev. 11/04- PR10, 04/06- PR10, 09/07- PR12, 10/08- PR14; 01/22- MR459 <br />The Forest Service has attached stipulations on Federal leases that state, “…surface use is <br />prohibited on slopes greater than 60% and that special evaluation is needed for surface use on <br />slopes between 40% and 60%.” <br />Thickness of overburden is closely related to steep topography. Steep topography is of greatest <br />significance where overburden is the thickest. Maximum cover over the E Seam where mineably <br />thick on the permit area is about 1,200 feet. Maximum cover over the B Seam, however, may <br />attain thicknesses of up to 2,300 feet beneath West Flatiron Mesa. <br /> <br />Mining conditions have been observed at the Sanborn Creek and Elk Creek Mines (Oxbow Mining, <br />LLC) and Bowie No. 1 Mine (Bowie Resources, Ltd.) in their D Seam (stratigraphic equivalent to <br />MCC’s E Seam) where overburden thicknesses are similar at 800 to 1,200 feet. The gate road <br />orientations and coal pillar dimensions do not coincide exactly with those at the West Elk Mine, but <br />some general inferences can be drawn. Both the Elk Creek and Bowie No. 1 mines exhibited good <br />to excellent roof and rib stability. Similarly, E Seam rib stability have not presented excessive <br />problems and were controlled via standard mechanical methods. Roof control measures, pillar <br />configuration, and mining horizons will be evaluated on an ongoing basis to optimize design of the <br />entries. <br /> <br />Although mining in the B Seam in the South of Divide and Southern Panels permit area may be <br />limited or precluded by seam conditions, MCC does have experience with mining in areas of <br />overburden in excess of 2,000 feet. Where the depth of cover is greater than 1,000 feet, rib <br />sloughage has been more common. Roof conditions in general, appear to be moderately affected <br />where thick overburden and rapid changes in topography combine. E Seam overburden <br />thicknesses are significantly less in the permit area (Map 19); therefore, steep topography is not <br />anticipated to affect future E Seam mining. Pillar design modifications to the B Seam mine plan <br />have been implemented to assure roof and rib stability and mine safety when mining under <br />deeper cover. <br /> <br />Geologic Hazards and Slope Stability <br /> <br />In order to evaluate the geologic hazards in the West Elk Mine coal lease area, the definition and the <br />concept of geologic hazards was reviewed. The legal definition in the Colorado Revised Statutes <br />24-65.1-103 is "Geologic Hazard means a geologic phenomenon which is so adverse to past, <br />current, or foreseeable construction or land use as to constitute a significant hazard to public health <br />and safety or to property." In other words, this applies to normal geological processes that <br />constitute a hazard to health, safety, or to property. Therefore, as the geologic hazards in the coal <br />lease area and the permit area are reviewed, the lack of structures or habitation, and the negligible <br />public visitation must be considered. In western Colorado in the areas of Mesaverde outcrop, <br />landslides and slope stability processes are widespread. These conditions apply whether or not the <br />area has ever been mined. The stability conditions are often exacerbated by man's activities <br />involving excavation, construction and fills. Fortunately, MCC conducts underground mining <br />activities in the permit area. Most related surface activities can be conducted with the existing <br />network of primitive roads. <br />