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2008-01-11_PERMIT FILE - C1982056A (2)
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2008-01-11_PERMIT FILE - C1982056A (2)
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Entry Properties
Last modified
8/24/2016 3:20:55 PM
Creation date
6/5/2008 11:02:57 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982056A
IBM Index Class Name
Permit File
Doc Date
1/11/2008
Doc Name
Pages 2.05-1 to 2.05-64
Section_Exhibit Name
2.05 Operation and Reclamation Plans
Media Type
D
Archive
Yes
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Colorado Yampa Coal Comoanv (CYCC) Office Building (MR05-1971 <br />The former CYCC Office Building, constructed in 1967 and permitted under Pemtit C-81-071, was effectively <br />abandoned in 1982, when the Foidel Creek Mine office facilities were established. The building was used <br />• through 2005 for records storage, but had deteriorated due to lack of maintenance and water damage from a <br />broken water line. The building was demolished and the site stabilized in 2005. <br />Satellite Warehouse/Storage Area (MR 02-179 <br />A Twentymile ranch warehouse/storage building and associated outside storage/parking area will be utilized as a <br />satellite warehouse/storage site by TCC. The site is located at the intersection of Routt County Roads 33 and <br />179, as shown on Map 24. When the building is no longer needed by TCC, the material stored there will be <br />removed, and the building will revert back to the status of a ranch wazehouse/storage facility. <br />Communication Line <br />A communication line, as shown on Map 24, was installed to tie-in the warehouse with the existing network. A <br />segment of the line is buried, while the remainder is hung from existing poles. <br />Fiber-Optic Cable and Borehole tMR07-215 <br />A new fiber-optic cable connection will replace an existing fiber-optic communications cable at the mine portals <br />which has both been damaged, and has deteriorated over time. A fiber-optic cable borehole will be located in a <br />median area between the Truck-Scale (neaz the mine office) and the existing road to the Surface Storage Yard <br />and Weld Shop, as shown on the Surface Facilities and Fresh-Water Systems Map, (Map 24, Sheet 1 of 3). <br />Because it is a previously disturbed area, the fiber-optic borehole location will not require soil material salvage. <br />The borehole will be completed using conventional drilling techniques, with air or air/foam as the circulating <br />medium. Using air or air/foam, and because the hole is so shallow, mud pits will not be required. The borehole <br />surface installation will be protected by a 12-inch LD. surface casing extending 2-~eet above ground level and 8- ~ { 3 - ~ <br />• fee[ below ground, with grout fill in the annulus between the surface and borehole casings. Four, concrete-filled <br />sieel posts, extending four-feet above ground level will mark_and serve to further protect the su_r_f_a_ce installation. <br />e grouted 4-inch I.D. borehole will extend approximately 80 feet into the No. 2 Portal Entry. <br />The fiber-optic cable will be carved in a conduit that is bored or trenched across to the Operations Center neaz <br />the Truck-Scale, or could be routed overhead from a nearby existing pole. Boring or trenching to connect the <br />fiber-optic cable at the Operations Center, will require minimal disturbance, within an existing disturbed azea. <br />Undergound, the fiber-optic cable will be linked into the existing underground communications network. <br />Wastewater Treatment Facility <br />A new wastewater treatment facility was constructed at the Foidel Creek Mine. This facility was designed by <br />Schmueser Gordon Meyer, Inc., an engineering firm located in Glenwood Springs. The facility is an aerated <br />lagoon system, consisting of three clay-lined treatment ponds and a "polishing" pond. The facility locations aze <br />shown on Map 24, Surface Facilities. The treatment facility required the installation of sewer lines from the <br />new bathhouse to the ponds and from an existing bathhouse, which is located behind the shop/warehouse, to the <br />ponds. TCC has received both a site application and a dischazge permit for this facility. The CDPHE renewed <br />Discharge Permit CO-0042161 on March 1, 1995. <br />Prior fo excavation, approximately 12 inches of available topsoil was removed and stockpiled adjacent to the <br />facility at the location shown on Map 24. The topsoil stockpile (approximately 4,000 CY) was stabilized with <br />the topsoil stockpile seed mixture. The cut and fill balance for the ponds is estimated at 8,237 CY of cut and <br />5,297 CY of fill, resulting in an excess of 2,940 CY. Each of the ponds has 3V:1H sideslopes and is <br />approximately 10 feet deep, with two feet of free-board. Two light-duty roads, along with an access ramp from <br />• the existing employee parking lot, were constructed into the facility. The excess cut material was utilized to <br />construct the roads and ramp, and the roads were surfaced with aggregate to facilitate long-term use. The small <br />MR07-215 2.05-19 05/10/07 <br />
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