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Roadside North Portal <br />Final contours for the Roadside North Portal area are shown on Exhibit <br />8C: Cross-sections representing the existing and final grade are shown on <br />Exhibit 27. These final contours closely resemble the original contours, <br />see Exhibit 8D for the pre-mining contours. During 2002 this area was <br />regraded to approximate original contour. Backfill material came from <br />areas filled near Coal Creek and around the stockpile area. There was no <br />coal remaining in the stockpile. Dirt and rock placed in the decline was <br />spread in approximately 2-4' lifts in such a way as to minimize voids in the <br />fill. There was no specific compaction requirements. Lifts were basically <br />spread in horizontal layers and hauling equipment was routed over the fill <br />to provide compaction. The small amount of settling that will take place <br />with this fill technique will have little affect on the final contours and <br />drainage. Concrete and other material left after demolition of the facilities <br />was placed in the fill material. Topsoil piles 1 and 3 were distributed over <br />the regraded site. <br />The sediment pond and silt fence shown on Exhibit 8C are utilized for <br />sediment control at the North portal. The pond and silt fence will remain <br />in place until their removal is approved by the DMG. At that time, the <br />pond will be backfilled, the silt fence removed and the berms rounded or <br />removed. The upper diversion ditch will be reclaimed after the sediment <br />pond is removed and the channels shown on Exhibit 8C will be installed to <br />accommodate storm runoff from the primary drainage chutes originating <br />on the steep slopes above the disturbed area. The design of the <br />channels is presented in Appendix 14-6. The channels will be constructed <br />at least 3-years before final Phase 3 bond release at the North Portal. <br />Cameo Refuse Disposal Area Nos.1 and 2 <br />Reclamation of the remaining benches and the top of the Cameo Refuse <br />Disposal Areas (CRDA) was performed as discussed in section (a) of this <br />Tab Section. The final contours for these sites are shown on Exhibit 9C, <br />this section and Exhibits 51, 52 and 60 located in Tab Section 13. Cross- <br />sections representing the existing and final grade are shown on Exhibits <br />18 and 53, Tab Section 13. These contours reflect a design final <br />configuration rather than AOC. Design for the slopes and benches is <br />given in Tab Section 13 along with Exhibits 18 and 51 through 53 and 60. <br /> <br />