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2012-11-05_REVISION - C1982056 (5)
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2012-11-05_REVISION - C1982056 (5)
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Entry Properties
Last modified
8/24/2016 5:10:19 PM
Creation date
11/13/2012 2:37:59 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982056
IBM Index Class Name
REVISION
Doc Date
11/5/2012
Doc Name
Letter & Application
From
Twentymile Coal Company
To
DRMS
Type & Sequence
SL1
Email Name
JDM
DIH
Media Type
D
Archive
No
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Colorado Yampa Coal Company (CYCC) Office Building (MR05 -197) <br />The former CYCC Office Building, constructed in 1967 and permitted under Permit 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 <br />a 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 warehouse /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 (MR07 -215) <br />A new fiber -optic cable connection will replace an existing fiber -optic communications cable at the mine <br />portals which has both been damaged, and has deteriorated over time. A fiber -optic cable borehole will be <br />located in a median area between the Truck -Scale (near the mine office) and the existing road to the Surface <br />Storage Yard and Weld Shop, as shown on the Surface Facilities and Fresh -Water Systems Map, (Map 24, <br />Sheet 1 of 3). Because it is a previously disturbed area, the fiber -optic borehole location will not require soil <br />material salvage. The borehole will be completed using conventional drilhng techniques, with air or air /foam <br />as the circulating medium. Using air or air /foam, and because the hole is so shallow, mud pits will not be <br />required. The borehole surface installation will be protected by a 12 -inch I.D. surface casing extending 2 -feet <br />above ground level and 8 -feet below ground, with grout fill in the annulus between the surface and borehole <br />casings. Four, concrete - filled steel posts, extending four -feet above ground level will mark and serve to further <br />protect the surface installation. The grouted 4 -inch I.D. borehole will extend approximately 80 feet into the No. <br />2 Portal Entry. <br />The fiber -optic cable will be carried in a conduit that is bored or trenched across to the Operations Center near <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 area. <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 are <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 discharge permit for this facility. The CDPHE renewed <br />Discharge Permit CO- 0042161 on March 1, 1995. <br />Prior to 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 <br />2.05 -19 05/10/07 <br />
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