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• 2.05.6(6) <br />Structures and Renewable Resource Lands <br />The following Table 15 presents a list of structures and renewable <br />resource lands within the permit and adjacent area. Table 16 <br />presents the magnitude of damaging effects of horizontal movements <br />caused by subsidence. <br />The West Elk Mine structures are presented on Map 6. Severe <br />subsidence coupled with large horizontal movements, if it occurred, <br />could render many of West Elk's structures useless and require <br />partial or complete rebuilding. The same is true for the Operators <br />surface facilities, railroad, State Highway 133, structures in the <br />Town of Somerset, Somerset Mining Company surface facilities and <br />the Fire Mountain Canal. Subsidence could effect the springs and <br />water rights in the adjacent area. Subsidence could also <br />temporarily affect the North Fork of the Gunnison River. <br />Since the description of worst possible subsidence consequences <br />determined that material damage or diminution of reasonably <br />foreseeable use could result in the event of subsidence within the <br />• permit and adjacent areas, then a subsidence control plan is <br />necessary. <br />0 <br />The subsidence control plan is to restrict mining to areas where <br />the anticipated extent of subsidence is well away from any of the <br />structures or renewable resource lands presented on Table 15. Map <br />6 presents the projected extent of subsidence, from the B -Seam <br />mining, and the nearby structures and renewable resource lands. It <br />is clear from this map that the structures and renewable resource <br />lands lie outside of the projected extent of subsidence. The <br />projected extent of subsidence is developed from published data (C. <br />Richard Dunrud Geological Survey Professional Paper 969), the <br />lithologic information presented on Map 7, the overburden <br />information presented on Map 14 -10, and a room and pillar mining <br />technique. Based on this information a 25° angle of draw was used <br />to develop the projected extent of subsidence. <br />2.05 -63d Rev. 12 -29 -94 <br />