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2019 Plan of Operations Modification American Gypsum Company, LLC <br /> 6.6 Roads and Utilities <br /> 6.6.1 Roads <br /> The proposed Upper Pit expansion area would be accessed using approximately 1.32 miles of <br /> existing access roads (starting at the Mine entrance location shown on Drawing 03). Roads were <br /> cleared of vegetation before construction. Juniper and pinion trees removed during vegetation <br /> clearing were stockpiled outside the construction area for use in future reclamation. Roads were <br /> constructed using cut-to-fill methods,with a 50-foot wide road to accommodate two lanes of traffic <br /> with safety berms and side drainage ditches. Culverts were installed where the road crossed <br /> drainages. Haul roads will be reclaimed as described in existing permits (CO DRMS, 2001; BLM, <br /> 2002). <br /> The 1.32 miles of existing roads used to access the proposed Upper Pit expansion area includes <br /> approximately 0.06 miles of the approved Upper Pit 6900 Access Road (BLM, 2019; CO DRMS, <br /> 2019a). As the Upper Pit progresses past a pit floor elevation of 6900 feet amsl, a second road <br /> (approximately 0.08 miles long) would be constructed utilizing the partially reclaimed northern <br /> section of the Upper Pit and the southern section of the Upper Pit 6900 Access Road would be <br /> abandoned. As the Upper Pit depth increases, interior roads would be incorporated into the Upper <br /> Pit to continue accessing the lower portions of the Upper Pit. Drawing 16 shows the conceptual <br /> road configuration. Interior roads would be developed as the pit is developed and are not shown <br /> on the ultimate pit configuration shown on Drawings 06 and 07; the conceptual internal Upper Pit <br /> road configuration may be modified during operations but would be constructed within permitted <br /> disturbance areas. <br /> The East Pit would also be accessed via approximately 1.32 miles of existing access roads, <br /> 0.8 miles of the new Upper Pit 6900 Access Road, extending east across the Upper Pit and <br /> existing intraburden storage, and approximately 0.2 miles of road within a new disturbance area <br /> before terminating at the East Pit. Another 0.28 miles of the new East Pit Access Road would be <br /> constructed within the East Pit footprint and would be removed as the East Pit is mined, leaving <br /> only 0.02 miles of the road within areas previously undisturbed (excluding the East Pit disturbance <br /> area). <br /> All new roads would be 50 feet wide (including safety berms), with 1.5H:1V cut and fill slopes to <br /> tie into existing topography(using cut-to-fill methods where possible and utilizing inert intraburden <br /> for the remaining fill). Roads would have a maximum 8% longitudinal grade and would be graded <br /> with a high point in the center (crown) of the road (at 1.0%) so stormwater runs off the road. <br /> Culverts would be installed where the road fill crosses drainages (stormwater controls are <br /> discussed in Section 8.0 and culvert details are shown on Drawing 10). Finished road fill slopes <br /> (that are not intended to see traffic) would be track-walked and revegetated immediately after <br /> construction or as soon as weather allows using an approved seed mixture. <br /> The Upper Pit/East Pit Access Road construction would require approximately 536,000 cubic <br /> yards of cut and 1.415 million cubic yards of fill. An additional 163,000 cubic yards of material <br /> would be removed from the Upper Pit 6900 Access Road (BLM, 2019; CO DRMS, 2019a) to <br /> accommodate the increased Upper Pit footprint and used as fill material for road construction or <br /> backfill for progressive reclamation activities. The remaining 716,000 cubic yards of fill required <br /> Am Gypsum Poo Mod ISSD 20190909 September 2019 [24] <br />