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COti90LIDA7I03i CCAL ~. 6 CH 94-6-A <br />higher than pre-mining topography. Slopes era steeper now than <br />is pre-mining conditions. There are a considerable number of 70 <br />perasnt elopes in the southern part o! the ditch. Pra-mining <br />elopes were ao mots than 10 percent (Tr, 99-114). The witness <br />testi£isd that hie ofliae was xisver satisfied that AOC.had been <br />achieved (Tr. 117). <br />Da cross examiaatioa, Behum said he had studied Ditch A-1 <br />and thn immediate aurrouading topography, but had not dose any <br />engineering aalculationa on drainage capability. There is ao <br />topographic abatruction around the ditch, which Behum said was <br />approximately 1,6D0 feet long (Tr. 119-14). <br />Oa re-direct the witness stated that Consolidation had <br />several nlternativee when locating the ditch (Tr. 125-16). <br />beanie J. 6saith, a project engineer with Consolidation, <br />teetilimd for the Applicant. Be wan employed at Horning Star <br />Mica from May o£ 1985 to Agril o! 1988, He was responsible !or <br />permit No. 158, which is a eombiaation o! three older permits. <br />The site contains two mina-nut lakes. Thn eaetesa half of Permit <br />121 and Permit 149 is 4 lloodplain. Pre-mixing drainage travele8 <br />through the slope areas from thv western aide o! the permit sad <br />ended in the flocdplaia. It then entered Cow Creek, the pre- <br />mising atraam in Permit 149. (Applicant's Exhibit 9). The <br />relocated stream waa channeled further south rhea the original <br />stream (Tr. i17-33). <br />To raatore the floodplaia, the Applicant zsawved pit sad <br />spoil at the east end of the Held to maintain pre-mining <br />alevationa. Ploodiag upstream could be ao more thaw one half <br />foot. Hieing proceeded to the west to eaabl• the Applicant to <br />Garry some of the material to the want side !or floodplaia <br />restoration. The higher elevation on the western aide of the , <br />permit is oleo dos to Use stripping from the Dearer o£ the <br />incline to the sad of the pit. .'There wan mots hard material is <br />the west end o! the pit sad the west end coal was located deeper <br />in the earth (Tz. 134-37}. <br />Miaiag produced approximately seven million cubit yards of <br />extra overburden resulting from swell (Tr..138-39). The volume <br />o! the material was more thaw eullicieat to restore the area to <br />its original pre-miriiaq topography. Tha seven million yards of <br />aWtarial would normally fall out over the permit area, <br />particularly is the hox cut spoil aafl pit and spoil (Tr. 140- <br />41). <br />The Applicant Mss required to restore the capability of the <br />laced as it existed pre-mining. Reclamation pleas moat rellect <br />the rsatoration o! high eapabiliey lead sad prima farm lead: <br />elopes la these areas csaaot ba more than live peroeot slope. <br />