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• Caterpillar 820 KW Generators (two) <br />Euclid and Terex Front End Loaders <br />Fairbanks-Morse Portable Truck Scale <br />The Blue Ribbon Mine is an existing mine. Construction of all facilities <br />is complete at this time. ~ <br />(3) Mine Facilities <br />Earthwork development began at the ,Blue, ~Ribbaw,-]yine..i.n mid-December of <br />1977. The mine facilities were operational by~'May of;;1478.:~:;;;F~9m~,,iu~e~~evelopment to <br />refine and improve these facilities is an ongoing program. <br />At the bench where entries to the mine were driven (elevation 6,470 feet), <br />three parallel entries exist. The fan is Located in the northernmost entrance (#3). <br />It pulls air through #1, which is used to provide access for men and materials. The <br />• #2 entry is occupied by the coal conveyor. All three entries are supported with <br />structural steel and lined with concrete. <br />A haul road to the portal bench vas constructed from the Hubbard Creek <br />Road, County Road No. 4405 Drive. <br />The sub-base of the road was built by cutting into the hillside the <br />required width and side casting the cut material over the slope to the vest. Along <br />this haul road there is little or no road fill and therefore the requirements under <br />4.03.1(3)(d)(ia) are not applicable. The sub-base is, therefore, natural ground. A <br />layer of coarse road gravel vas graded over the sub-base. Over the coarse gravel a <br />layer of finer road gravel was graded. A typical cross-section is included to <br />demonstrate this (Exhibit U, Page 2 and Page 2 enlargement). Refer also to the <br />access road stability analysis included in Appeadia D. <br />The applicant is aware that the road cut elopes found at the Blue Ribbon <br />mine do not have a safety factor of more than 1.5 in colluvial soils, but the factors <br />of safety are greater than 1.5 in rock. The thickness of colluvium found in these <br />cuts is minimal and will not result in significant enviro~ental harm, for eliding is <br />not expected with elope safety factors of greater than 1.1 (see Appendix D, a May 26, <br />103 (Rev. 6/15/82) <br />