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REV96947
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REV96947
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Entry Properties
Last modified
8/25/2016 3:21:27 AM
Creation date
11/22/2007 12:04:46 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Revision
Doc Date
6/14/1994
Doc Name
WEST ELK MINE ADEQUACY REVIEW TR 69 LONE PINE GULCH VENTILATION FAN BENCH PN C-80-007
From
DMG
To
CHRISTINE JOHNSTON
Type & Sequence
TR69
Media Type
D
Archive
No
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. -~: <br />III IIIIIIIIIIIII III <br />~9 <br />STATE OF COLORADO <br />DIVISION OF MINERALS AND GEOLOGY <br />Depanmenl of Natural Resources <br />1313 Sherman 51., Room 215 <br />Denver, Colorado 80207 <br />Phone: 13031 866-3567 <br />FAX: 1303) 832-8106 <br />DATE: June 14, 1994 <br />TO: Christine Johnston <br />FROM: Jim Pendleton <br />RE: West Elk <br />Review, T.R. 69 <br />"Lone Pine Gulch Ventilation Fan Bench..." <br />(Permit No: C-80-00'n <br />f~ <br />DEPARTMENT OF <br />NATURAL <br />RESOURCES <br />Roy Ronser <br />~~r~r <br />dames s E«hncad <br />E aecuuve Direcm. <br />Michael B. Long <br />Division Dir«rnr <br />I have reviewed the T.R. 69 application submitted by Mountain Coal <br />Company. I have serious geotechnical concerns regarding this <br />application. <br />s~o~ st~na~cy <br />Fan Bench <br />The Mount Gunnison No. 1 mine surface facilities in the portal area <br />and Sylvester Gulch have been the repeated subject of landslide <br />disruption. The Mesa Verde Group and Williams Fork Formation are <br />notorious for their susceptibility to landsliding. Their situation <br />on the downdip slope renders many of Mt. Gunnison's facilities even <br />more susceptible to slope displacement. Any loading of these <br />slopes by material placement or facility construction or removal of <br />buttressing support by excavation can reduce the slope safety <br />factor below unity, resulting in slope movement. These potential <br />problems were identified by the Division during the review of the <br />original permit application. The operator was required to analyze <br />the situation and develop reclamation plans to overcome the <br />potential stability problems. In fact, the majority of the <br />operational retention structures are required to remain in place in <br />order to avoid failure of backfilled material. <br />Even with design precautions, the main F-Seam portals, the transfer <br />conveyors, the access and haul roads, the Sylvester Gulch access <br />road, the electric substation, are a few examples of specific <br />facilities which have been impacted by landsliding at the mine. In <br />
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