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Unnamed Fault L_, <br /> --- = /0 <br /> ® 0 <br /> I <br /> Figure 15. USGS Mappd Fault Location. <br /> As the exact fault location onsite is not determinable until mining commences, this slope stability <br /> analysis is confined to the post mine slopes of the mining areas and the WRL. <br /> 2. Slopes stability <br /> Based on this slope stability analysis,buildings or other structures within 200' of the affected <br /> area will not be affected by mining excavation. Sufficient buffers will be maintained to <br /> neighboring property lines. Maps C-2 through F-2 show these buffers. Map C-3, C-4, and C-5 <br /> show the mining slopes and Maps F-1 and F-2 show the reclamation slopes of the mine. For the <br /> purposes of slope stability analysis, the tallest mining slope and tallest WRL scenarios were <br /> modeled. <br /> The material properties are derived from Table 2.5 in the SME Mining Reference Handbook 2, as <br /> there is no site-specific sample data of the material available. All materials are matched to a <br /> 2 Original source:Houk and Bray, 1977 <br /> Young Ranch Resource <br /> December 2021 RULE-6.5 Lewicki& Associates <br />