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PERMFILE48058
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PERMFILE48058
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Last modified
8/24/2016 10:50:02 PM
Creation date
11/20/2007 1:25:58 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982056A
IBM Index Class Name
Permit File
Doc Date
2/21/2002
Doc Name
pages 2.05-1 to 2.05-100.1
Section_Exhibit Name
2.05 Operation and Reclamation Plans
Media Type
D
Archive
Yes
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The access roads into the site have approximately 9" of 6" minus pit run and 4" of 1" minus base coarse. The <br />• material was graded and crowned to facilitate drainage off of the roads. The upper road is approximately 900 feet <br />in length and the lower road is approximately 450 feet in length. The top width of the roads is approximately 15 <br />feet. Upland drainage is diverted around the site. The fan buildings were painted to blend in with the surrounding <br />area. The fence constructed around the perimeter ofthe site is used to keep animals out of the area. The power line <br />comes in from the northeast from an existing YVEA site. The sediment control system utilizes a diversion ditch, <br />seeding and mulching topsoil pile, cut and fill slopes, grading road and pad, and the adjacent vegetation filter. <br />NW Mains Ventilation Shaft and Thickener Underflow Protect (TR 01-39) <br />As mine development has proceeded to the north, the distance from existing mine ventilation fan installations has <br />increased to the point where an additional ventilation shaft and fan installation are necessary to maintain effective <br />ventilation of active mining areas. The new ventilation shaft and surface fan installation, will be located <br />approximately 900 feet north of Fish Creek in Section 17, TSN, R86W on a low rise above the Fish Creek drainage, <br />as shown on Maps 23 and 23B. <br />Development, construction, and installation of the ventilation shaft and fan installation involves the following <br />sequential activities: <br />• Completion of environmental and engineering investigations <br />• Temporary drainage and sediment control measures <br />• Recovery and stockpiling of available topsoil <br />• Installation of drainage and sediment control structures <br />• Construction of an access road and site preparation for shaft pad <br />• • Drilling of shaft pilot hole <br />• Construction and extension of power distribution line <br />• Construction of shaft collar structure, temporary drilling equipment pad and fan foundations <br />• Shaft boring and casing operations <br />• Erection of fan enclosure and control buildings and installation of fence(s) <br />• Installation and connection of fan, drive, and control equipment and systems <br />• Driving of additional entries in the Northwest Mains <br />• Final clean-up and dressing of roads and site pads <br />These activities are briefly described in the following sections. <br />Site-specific investigations required for design and permitting of the new ventilation shaft included a cultural <br />resource survey of potential disturbance areas, soil and foundation characterization as the basis for shaft pad and <br />access road design, and completion of a wetland/AVF survey for the shaft access road and power line crossing of <br />Fish Creek. The cultural resource survey was conducted by Metcalf Archaeological Consultants, the engineering <br />soils characterization by Northwest Colorado Consultants, and the wetland/AVF survey by Habitat Management, as <br />described in Section 2.04. <br />The proposed shaft pad area is approximately 280' square (1.8 acres) and the associated access road corridor is <br />approximately 3,800' long with a finished top width of 22 feet (road corridor 30 feet wide). See Exhibit 25 S, NW <br />Mains Ventilation Shaft Access Road Design, for details on the road. Approximately 2,000 feet of the access road <br />crosses upland areas, with the remaining 1,800 feet crossing lowland areas where road construction will involve <br />removal of any large vegetation and placement of geotextile and road fill over the in-place soils. Given an average <br />topsoil depth of approximately 6" in the upland area and a total disturbance area of approximately 1.4 acres, <br />approximately 1,1 1 I CY of topsoil will be salvaged from the road corridor, and 1,452 CY from the pad. The topsoil <br />TR 01-39 2.05-45 8/10/01 <br />
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