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Material will be shipped primarily by rail with local deliveries by truck. A railroad currently <br />loops through the gravel plant azea and the operator plans a rail spur to the granite quarry. Both <br />aze to be connected to the Union Pacific Railroad. The rail road will be relocated in <br />approximately 5 years to remove the rail loop for mining activities and lay a track along the <br />northern boundary of the sand and gravel mine (see Exhibit C-2). The truck traffic will be <br />limited to 24 trucks/day or 85% of the material produced. The traffic plan remains unchanged <br />from the existing approved permit. <br />GRANITE QUARRY MINING PLAN <br />The proposed mining plan for the granite quarry was developed by Lyman Henn, Inc. Beginning <br />next year, a processing facility containing approximately 4 acres will be setup in the southwest <br />comer of the granite quarry disturbance limit. A stormwater pond will be established north of <br />the processing facility, outside the proposed limit of mining. <br />Prior to mining, a processing plant platform will be constructed by placing fill in the drainage <br />azea immediately west of the mining limit from elevation 5790 ft to elevation 5820 ft. Side <br />slopes will generally be at an inclination of approximately 3H:1V. This will provide a <br />processing area that is above the floodplain. Appropriate permitting will be obtained from <br />Fremont County. <br />Three ephemeral drainages exist within the mining limits and have been designated 1, 2, and 3 <br />from west to east as shown on the existing conditions map. The mining phases have been laid <br />out using the drainages as natural limits. Each drainage will not be disturbed until the next <br />mining phase is implemented. Drainage 1 will be filled in to provide a flat platform for the <br />processing area, as previously discussed. A stonnwater pond and 4-ft culvert will convey the <br />existing drainage flow to Tallahassee Creek. Mining Phases II, III and IV will require pumping <br />of collected water from drainages 2 and 3. During mining activities, check dams will be used to <br />control the storm drainage and settle sediment prior to pumping. <br />Mine Phasing <br />Mining and reclamation will proceed in four phases beginning from the northwest and moving in <br />a clockwise manner to the southeast. The process azea will be located in the western area of the <br />mining limits and encompass approximately 4 acres. The mining phases will be employed to: <br />1) Develop the quarry in a manner that will disturb only limited areas at a time; <br />2) Facilitate concurrent reclamation of mined slopes in inactive areas in a Timely manner; and <br />3) Accommodate operational flexibility and other considerations. <br />The configurations described for all phases aze the most aggressive configurations which are <br />likely to be practical from a geotechnical perspective. Less aggressive configurations are <br />possible as more field information is gathered. Operational considerations, rock quality, slope <br />stability, and visual impacts will all influence the actual final build-out for any phase, which may <br />be less extensive than the geometries shown. The anticipated production rate for the granite is 1 <br />million ton per year at the beginning of mining and a peak rate of 2.8 million tons per year by <br />approximately year 10. <br />Front Range Aggregates, LLC- Parkdale Quarry <br />DMG 112 Permit Amendment <br />Page !3 <br />