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2016-09-01_REVISION - C1981010
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2016-09-01_REVISION - C1981010
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Entry Properties
Last modified
9/2/2016 12:36:14 PM
Creation date
9/2/2016 10:12:28 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981010
IBM Index Class Name
Revision
Doc Date
9/1/2016
Doc Name
MSHA Ground Control Plan January 2016
From
Trapper Mining, Inc
To
DRMS
Type & Sequence
TR115
Email Name
TNL
DIH
Media Type
D
Archive
No
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ACCEPTED/FILED <br />GROUND CONTROL PLAN AUG 2 6 2016 <br />TRAPPER MINE CMSH-DISTRICT 9 <br />In accordance with 30 CFR, Part 77, Subpart K — Ground Control, Paragraphs 77.1000 <br />and 77.1000-1, the following ground control plan is filed with the office of Coal Mine <br />Health and Safety, District 9, Denver, Colorado. <br />Name and Location of Mine: <br />Trapper Mine <br />6'/2 Miles South of Craig on Highway 13 <br />Moffat County, Colorado <br />MSHA ID Number: <br />05-02838 <br />Name and Address of Mine Operator: <br />Trapper Mining Inc. <br />P.O. Box 187 <br />Craig, CO 81626 <br />Person in Charge of Health and Safety: <br />Karl Koehler, Safety Manager <br />General: <br />Multiple strip pits are active at any given time at the Trapper Mine. Mining plans call for <br />the development of as many as four pits depending upon market conditions and all four <br />could be in varied states of development simultaneously. Three walking draglines and a <br />truck/loader fleet are the major earthmovers. These primary earthmovers may work <br />individually or in tandem in any given mining area. This equipment can also be moved <br />to sequence alternate cuts from pit to pit in effect keeping multiple areas in active <br />development. Other equipment is used to supplement mining activity as required (see <br />Table 1, Major Equipment List). The coal seams and surface topography both slope <br />downward to the north on gradients typically ranging from 8% to 25%, with both <br />shallower and steeper grades occurring in isolated locations. Cross -slopes of the coal <br />seams also vary and usually range from 0% to 8%, with both shallower and steeper <br />cross -slopes occurring in isolated locations. <br />When warranted, dewatering/depressurization wells are installed to enhance highwall <br />and spoil bank stability. Also when warranted, monitoring devices such as piezometers, <br />S:\GROUND CONTROLUanuary 2016 GCP Revision\Trapper_ GCP_Jan2016_DRAFTI.docx Page I 1 <br />
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