Laserfiche WebLink
RULE 4 PERFORMANCE STANDARDS <br />will be occur concurrently with the advance of the multiple -seam advance during the 2003-2010 <br />period. Also, as mining advances into the final pit, the working area on the pit spoil side will <br />decrease to a point where insufficient spoil room below the proposed postmining contours is <br />available. When that point is reached, material will be temporarily placed above the proposed <br />postmining topography. When the final pass of the West Pit is mined out, this temporarily -placed <br />spoil will be rehandled concurrently with Section 16 virgin and rehandle material to fill and slope <br />the pit to the configuration shown on Map 19 (Postmining Topography). Because the area will be <br />redisturbed by the rehandle activities, that portion of the north end of Section 16 that is above final <br />grade will not be topsoiled or otherwise reclaimed until final reclamation. <br />Final reclamation of the East Pit will take place via the sequence shown on Map 29 (Spoil Grading <br />— South Area) with the reclamation blocks advancing from east to west or from the topographic <br />bottom to the topographic top of the mining areas. Just as in the West Pit, all disturbed areas will <br />be returned to approximate original contour by grading and backfilling with the use of draglines, <br />trucks, dozers, scrapers and dozers assisiting a dragline. As reclamation of the East Pit progresses, <br />all non -reclaimed areas will be contained so that any residual runoff from these areas will be <br />isolated within the remainder of the East Pit. All methods of erosion control and stability such as <br />contour ditches, contour furrows, internal ditches and internal sumps will be established on an as - <br />needed basis to ensure the integrity of the Prospect Pond and the surrounding areas include the <br />final East Pit Ditch. Closure of the East Pit is dependent on the final reclamation and closure of <br />the West Pit as the western most portion of the East Pit will tie-in with the West Pit in this area. <br />A haulroad corridor from the Administration/Shop area to the South Taylor Pit will remain in place <br />until final reclamation is completed in that area. The corridor is sufficient in width to provide a <br />material balance as the corridor is regraded to the post mine topography. The <br />administration/shop/facilities area will be the last area to be reclaimed. A light duty road intended <br />for post mining use may be left as a postmining feature in this corridor with land owner consent. <br />In addition, Colowyo controls additional coal reserves west and south of Section 9 and 16, outside <br />of Permit C-81-019, that may be considered for future mine expansion. It is possible that the final <br />plans for Section 16 and Section 9 could change to provide for such expansion, with any plan <br />changes being addressed through an appropriate permit revision. <br />4.14.2 General Grading Requirements <br />The final graded slopes at the mining operation will not exceed the approximate original premining <br />slope grade as shown on the Postmining Topography Map (Map 19). Colowyo will retain all <br />overburden and spoil material on solid portions of existing or new benches. The final highwall at <br />the operation will be eliminated by backfilling overburden into the final pit area. <br />Small depressions of a holding capacity slightly greater than one cubic yard of water may be used <br />to create a moist micro climate to aid in shrub establishment. See Section 2.05.4, Planting and <br />Seedings Methods for further information regarding these small depressions. Also, several stock <br />watering ponds will be constructed to compliment the postmining land use. Providing a supply of <br />water is an integral part of the grazing postmining land use. Colowyo will not be mining on any <br />slopes above 20° as shown on the Premining Topography Map (Map 18). <br />Rule 4 Performance Standards 4-44 Revision Date: 11/27/18 <br />Revision No.: TR -129 <br />