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• Henderson landfill. Estimated costs for facility demolition are presented in <br /> Appendix F. These costs do not reflect surface portions of the PC2 Conveyor <br /> from the underground workings. Detailed cost analysis for financial warranty <br /> consideration is found in Section 4.0. <br /> 3.8 Final Reclamation <br /> A tabularized summary of final reclamation activities and tasks is found in Table <br /> 3. In addition, this table presents defined vegetation stand acreages and other <br /> acreage definitions of disturbances within the newly affected area. These areas <br /> are discussed further in Exhibit J and presented in Table 1 within Exhibit J. <br /> The general timetable of final reclamation activities is shown in Table 4. As with <br /> Table 3, Table 4 is linked to Exhibit J (Table 1). <br /> • 3.8.1 Site Backfill and Regrading <br /> The Plan map (Exhibit C) shows fill slope locations where some backfill will occur <br /> in final grading. Backfill activities are planned for cut slopes that are constructed <br /> in weathered bedrock materials. <br /> Cuts from approximate stations 94+00 to 98+00, 101+00 to 105+00, and 131+00 <br /> to 137+00 will be backfilled to form reduced slope bases toes. Excavators will <br /> be used to reduce slope crowns. Breaking slopes between 1.5H:1V and 4H:1V <br /> are expected along the road cuts. Slope will vary according to the presence of <br /> indurated materials. Cuts afford the greatest opportunity for view occlusion <br /> along the right-of-way. Because of this, slope configurations between the cuts <br /> will vary in height and width. Backfill materials will be taken from adjacent fill <br /> sections during slope reduction operations. <br /> All <br /> 24 <br /> January 16.1999 <br /> PIan.d. <br />