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Backfilling and Grading <br />1. Information on backfilling and grading is found in Sections 2.05.3 <br />and 2.05.4, and on Maps 10, 11,12, 13, and 16, of the permit <br />application. There were two sections of the permit area where <br />backfilling and grading operations were concentrated: The Middle <br />Creek Portal Pit and the Energy Mine No. 3 surface mine. <br />CYCC proposed to backfill and grade the Middle Creek Portal Pit <br />area. Sufficient material was available to achieve the designed <br />post-mining topography from two existing overburden stockpiles and <br />previously disturbed ground adjacent to County Road No. 179 above <br />the portal pit area. In preparation for final reclamation, slopes <br />were graded from 5h:ly, to gently sloping. The proposed slopes <br />should be geotechnically stable and will achieve the approved <br />post-mining topography. In addition, the final topographic <br />configuration did not present any difficulties for topsoil <br />redistribution or revegetation. The estimated time for backfilling <br />the portal pit was eighteen weeks, weather conditions permitting. <br />Backfilling and grading in the portal pit area completed during the <br />1984 construction season. <br />At the Energy Mine No. 3 a total of 1,033,000 bank cubic yards fBCY) <br />of overburden were removed. Of this overburden material, 250,000 <br />BCY was temporarily stockpiled for backfilling the final cut. The <br />remaining overburden material was backfilled into the surface pit <br />within 180 days after coal removal. Final reclaimed slope <br />configurations were graded to achieve adequate drainage, with the <br />last area top soiled during 1986. The proposed post-mining <br />topography appears geotechnically stable and should present no <br />problems for top soiling and revegetation. <br />The temporary overburden stockpile did not exceed 50 feet in height, <br />had 1.Sh:ly side slopes, and was constructed in 8 foot lifts to <br />provide for compaction and to increase geotechnical stability. <br />Surface runoff was intercepted by the proposed pit above the <br />stockpile location. Because the upper slope drainage was diverted <br />away from the stockpile and the observed 1.25h:1v slopes in dragline <br />spoils have had no failures, the designed temporary overburden <br />stockpile was a stable configuration. This stockpile was used for <br />final backfilling and grading at the end of the anticipated two year <br />mine life. <br />No acid forming or toxic forming materials have been encountered <br />within the proposed permit area; therefore, no special handling will <br />be required. <br />The Division finds the proposed backfilling and grading plan is in <br />compliance with this section. <br />-33- <br />