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PERMFILE52395
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PERMFILE52395
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Entry Properties
Last modified
8/24/2016 10:56:12 PM
Creation date
11/20/2007 3:18:58 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
Permit File
Doc Date
7/30/2007
Section_Exhibit Name
Section 2.05.3(3) Mine Facilities
Media Type
D
Archive
Yes
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• The only traffic that will be slightly inconvenienced as a result of mining operations will be <br />that traffic that travels from north of the operation directly south on 2700 Road or in the <br />opposite direction. This is a small percentage of the traffic that uses the BB Road/2700 Road <br />intersection. This traffic would have to use the detour to go to the town of Nucla, <br />approximately 1.0 miles further east. In some cases, the destination of this traffic is <br />somewhere south of Nucla, so there may actually be no additional distance traveled, This <br />detour is expected to be in effect from the time 2700 Road is excavated in mid-2001 until <br />mid-2006 when the road will be replaced with gravel. The following year, the road would be <br />paved in its original location. <br />BB Road Detour Design Details <br />A detailed plan with engineering drawings of the detour has been supplied to Montrose <br />County for approval together with the revised special use permit application for the mine in <br />July of 1999. Final approval was granted, and documentation is shown in the Special Use <br />approval in Ariachment 2.05.3(3)-8 Montrose County Agreements. <br />• The existing portion of BB Road through the amendment area will be used until mid to late <br />year 2000 when mining will require the use of the detour. The detour will be 4550 feet long <br />and will be installed to the Montrose County Road and Bridge specifications for collector <br />roads. This entails the following items: <br />1) Aright of way of 60 feet (the same as the existing road), <br />2) 1.25" thickness of chipseal <br />3) 4" thickness of class 6 roadbase <br />4) 14" thickness of class 2 pit run gravel where the largest size stone will be 8" in size. <br />5) chipseal width of 24.0 feet (same as existing road) <br />6) Total road width = 26.0 feet <br />7) 2% grade from centerline to each side <br />• (Revised July 2006) 2.05.3(3)-44 <br />
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