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Section - 2.05.3 <br />The first segment of the II West Haul Road extends from the switchback on the existing West Valley <br />• Haul Road, across the existing West Valley Coal Refuse Facility, to the crossing of the existing West <br />Valle}' upland diversion and intersection with the II West (Pond E) Light-Use Road. In addition to <br />the uses previously noted for all road segments, this segment of the road will also be used to access <br />the II West Light-Use Road for initial construction and ongoing inspection, maintenance, and final <br />reclamation of Pond E. This section of the road is constructed as a fill road over 4 feet of suitable <br />cover on the top bench of the West Valley Coal Refuse Facility, is approximately 363 feet long, and <br />has an average positive grade of approximately 5.6 percent. <br />The second segment of the II West Haul Road extends from the crossing of the existing West Valley <br />upland diversion and intersection with the II West (Pond E) Light-Use Road to a grade break in the <br />road just east of the first ephemeral drainage between the West Valle}' and II West Coal Refuse <br />Facilities. 'T'his segment of the road is approximately 547 feet long and has an average positive grade <br />of approximately 3.8 percent. <br />The third segment of the II West Haul Road extends from the grade-break east of the first ephemeral <br />drainage between the West Valley and II West Coal Refuse Facilities to the eastern limit of the II <br />West Coal Refuse Facility. This segment of the road is approximately 522 feet long with an average <br />negative grade of 0.5 percent. <br />Drainage control for the II West Haul Road is provided by roadside ditches and cross-culverts. <br />Drainage design details aze illustrated by both the General Facilities Map (Map 2.05-M1, Sheet 5) and <br />the Drainage and Sediment Control Plan Map (Map 2.05-M4, Sheet 5), and design calculations aze <br />provided in Exhibit 2.05-E3, Drainage and Sediment Control Plan. <br />Upper Elk Creek Access Road -The upper Elk Creek access road will run between and connect <br />the upper and lower Elk Creek Mine portal benches. This road will be constructed almost entirely on <br />fill and will be approximately 30 feet wide, providing for two-way traffic. Road fill outslopes will be <br />up to 1.SH:1 V and the road will be constructed to the same specifications as the Etk Creek haul road. <br />Drainage control will be provided by roadside collection ditches as part of the Elk Creek Mine surface <br />facilities drainage control network with flow from the road surface being routed to Pond D. Road <br />outslopes have been designated as SAE's and will be stabilized by hydro-seeding and hydro-mulching <br />the outslope azeas. <br />Lower Elk Creek Access Road -The Lower Elk Creek access road will run between the fast <br />segment of the Elk Creek haul road and the existing coal stockpile on the east side of Sedimentation <br />Pond D. This road will be constructed along the alignmen[ of the existing Elk Creek road and will <br />require minimal road construction/modification. Drainage control will be provided by roadside <br />collection ditches. Use of this road will be limited to general access for the north end of the coal <br />stockpile and Sedimentation Pond D. <br />Bear Creek Canyon Road -The Beaz Creek Canyon road is an improved public access dirt road. <br />Somerset Mining Company previously used this road to access the Beaz Creek ventilation shaft and <br />fan installation and did not improve or modify the road. Since the Bear Canyon facilities have been <br />de-activated and the ventilation site reclaimed, this road is no longer used in conjunction with mining- <br />related activities except to periodically check the condition of reclaimed azeas and for hydrologic <br />monitoring. Current use is limited to occasional public access and use by landowners and grazing <br />leasees for lands to the north. <br />• <br />TR-43 2.05-29a Revised August 2003 <br />