2018-10-15_PERMIT FILE - C1981019A (4)

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RULE 4 PERFORMANCE STANDARDS benches will be necessary in the operation to recover the lower coal seams, and an additional series of benches will be necessary to dump the shovel/truck overburden material in a configuration that achieves the topography shown on the post -mining Topography Map (Map 19). When multi - seams are mined, backfilling and rough grading cannot begin until the lower-most seam is mined. See Spoil Grading Map (Map 29), which shows the time frames in which grading will occur in relation to the time of removal of "X" seam coal, which is shown on the Mine Plan Map (Map 23). Topsoil will be removed prior to the mining disturbance according to the timetable established on the Topsoil Handling — South Map (Map 28). As can be observed from this map, the initial topsoil removed at the operation must be stockpiled; however, as the operation progresses, topsoil can be immediately redistributed rather than stockpiled. Revegetation will commence as soon as the topsoil has been redistributed and prepared for seeding as described in Section 2.05.4. The area will be seeded with the seed mixture described in Section 2.05.4 as quickly as possible. 4.14 Backfilling and Grading 4.14.1 General Requirements The mining operations of Colowyo will not employ the use of contour mining methods. The following sample of calculations show that Colowyo does not have thin or thick overburden as defined in Subsection 4.14.4 or Subsection 4.14.5. These calculations represent the approximate conditions found in the field and show that there is always more than enough overburden to reestablish the original elevation. As explained in the 1983 Annual Report, Colowyo currently uses an average 20% swell factor for planning purposes. Dragline swell is estimated to be 23%, and truck/shovel swell is estimated to be 17%. Approximately 45% of the overburden is removed by dragline, and 55% by truck/shovel. Since all mining at Colowyo was conducted by truck/shovel methods through 1979, the life -of -mine swell factor has continued to increase. Example: 363 feet overburden, 47 feet coal, (these conditions are found along the western edge of the pit in 1988), 20% swell factor 363 feet + 20% swell = final thickness = 1.06 363 feet + 47 feet initial thickness Example: 356 feet overburden, 49 feet coal (these conditions are found along the western edge of the pit in (1988), 20% swell factor 356 feet + 20% swell = final thickness = 1.05 363 feet + 49 feet initial thickness The original permit application utilized at 17% swell factor to project the anticipated postmining topography. Rule 4 Performance Standards 4-41 Revision Date: 9/19/18 Revision No.: MR -193