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VII. Disposal of Excess Spoil <br /> 1. The West Elk Mine will not require a disposal area for excess spoil (4.09). <br /> VIII. Coal Mine Waste Banks <br /> The West Elk Mine is currently approved to have two refuse disposal areas - the <br /> Upper Refuse Disposal Area and the Lower Refuse Disposal Area. The upper pile <br /> has not been constructed and construction is not planned for this permit term. MCC <br /> has postponed its construction indefinitely, and must address several stipulations <br /> before construction can begin. The upper pile will not be covered in this document; <br /> however, specific information is contained within Exhibit 50 of the permit document. <br /> The lower pile is currently in use and specifics regarding the design are located in <br /> Exhibit 51 of the permit document. <br /> The lower waste pile is located adjacent to Highway 133, at the west side of the <br /> mouth of Sylvester Gulch. MCC initially proposed the disposal of waste rock within <br /> two waste piles in the original permit application. One pile, the "initial waste rock <br /> pile," would contain approximately 1.25 million cubic yards and would be located on <br /> the lower facilities bench (the current location of the shop). Subsequent to permit <br /> approval, this initial waste rock pile was deleted from MCC's permit. The second <br /> waste pile, the "upper waste pile," would be significantly larger and be located on the <br /> bench above the portal area, and as previously mentioned will not be constructed <br /> during this permit term. <br /> In the fall of 1985, Mountain Coal Company submitted a permit revision application <br /> requesting approval of a permanent lower waste pile to be located adjoining the <br /> mouth of Sylvester Gulch. This application originally requested approval to <br /> permanently dispose of 1.77 million tons of coal processing waste within the <br /> proposed structure. The original design phased the refuse pile into five specific <br /> design layouts (Phases I through V), including recompaction and reconfiguration of <br /> temporarily stored waste material. The pile was constructed according to this <br /> original phased design until the Phase IV configuration. A revision application was <br /> submitted in November 1992, which eliminated Phase V and reduced the pile to 1.2 <br /> million tons. The proposed storage volume represents a 15.7 year life. The proposal <br /> included the combination of a 28,500 cubic yard topsoil pile during Phases I through <br /> III and a maximum of 45,000 cubic yards of non-toxic soil cover (subsoil) stockpile. <br /> Topsoil removed for Phase IV will be stored on the 50-foot bench constructed in <br /> Phase III. In addition, an access road was constructed in Phase Three and a portion <br /> of the Sylvester Gulch access road to the main fan portal was relocated. Underdrains <br /> have been constructed beneath the pile. Piezometric ground water monitoring will be <br /> conducted. Slopes of the pile will be maintained at 2.5H:IV. <br /> The permit revision application included a thorough slope stability analysis performed <br /> in accordance with the prudent state-of-the-art slope analysis for the original design <br /> in 1985, and for the redesigned pile in 1992. Material strength values were derived <br /> from on-site sample testing and nearby previously reported test results. Piezometer <br /> observations, falling head parameter tests and analytical projections were completed <br /> 45 <br />