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2,500 feet leading to the settling pond will be reclaimed once mining activities cease, unless approved otherwise by <br />the Division. <br />Shoa/Maintenance Area/Warehouse Access Road <br />TCC upgraded the access road into the Preventative Maintenance Bay as per the recommendation presented in the <br />report dated October 9, 1995, prepazed by Northwest Colorado Consultants, Inc. The access road certification is <br />contained in TCC's road certification file. This pazticulaz certification is dated May 30, 1996. <br />Truck DeGverv Access Road <br />In order for supplies and materials to reach the storage building, an access road has been designated. This road will <br />be located on the east side of the coal stockpile. Drainage from the road will be controlled by the existing <br />sedimentation control system. Flow will be conveyed by Ditch D-2 and Ditch D-5. The access road will be <br />constructed to meet the requirements of Rule 4.03.2. <br />Pond A Access Road <br />This road was formerly a portion of Haulroad C utilized by CYCC. As such, TCC contracted with Northwest <br />Colorado Consultants to evaluate the road for its continued use as an access road into Pond A. The evaluation <br />indicated that an additional 4 inches of Class VI base course and 6 inches of pit run gravel should be applied in lifts <br />and compacted as per the requirements of Rule 4.03.2 to make the road suitable for long-term use as an access road. <br />The location of the road is shown on Map 24A. <br />Rock Dust Tank. Scale, and FCM No.l Access Roads <br />~ All of these are existing roads and aze monitored to determine if additional surfacing material is needed to maintain <br />compliance with the applicable regulations. <br />Batch Weigh/Loadout Building Access Road <br />A new access road for construction and utilization of the Batch Weigh/Loadout building will be established east of <br />the Tipple 2 product pile site and north of the existing overland conveyor (see Map 24). The access road will be <br />designed and constructed in accordance with the design requirements of Rule 4.03.2. The access road will roughly <br />parallel the overland conveyor for a distance of approximately 390 feet east of the existing Tipple 2 loadout <br />stockpile and terminate at a point south of the location of the Batch Weigh/Loadout building. Following <br />construction, sediment control for the new access road azea will be provided by the existing rock filters and <br />vegetative filers currently established for the azea. <br />Approximately 1,500 cubic yazds of excess fill will be generated from the excavation work required to establish the <br />access road. The material generated will be utilized as permanent fill in the relocation of County Road 27, as <br />detailed in TR-19. TCC will replace an equivalent volume of material at the access road site during final <br />reclamation. The replacement material will consist of spoil obtained during regrading operations in the azea south <br />of the existing portals and associated facilities at the Foidel Creek Mine. The volume of replacement material <br />potentially required (maximum 1,500 cubic yazds) will have no discernible impact on the final regrade <br />configuration proposed for the source azea described. ' <br />Topsoil from the access road route will be removed and stockpiled in accordance with Rule 4.06. Approximately <br />770 cubic yards of topsoil will be added to existing topsoil site SF-6 (refer to Map No. 29). <br />iR 05-46 2.05-72 Revised -March 2005 <br />