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REV14436
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REV14436
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Entry Properties
Last modified
8/25/2016 1:25:38 AM
Creation date
11/21/2007 10:52:56 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Revision
Doc Date
11/13/1998
Doc Name
WEST ELK MINE RUN OF MINE EXPANSION PAD DESIGNS MR NO 240 PN C-80-007
From
DMG
To
JIM BURNELL
Type & Sequence
MR240
Media Type
D
Archive
No
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III IIIIIIIIIIIIIIII <br />STATE OF COLC~~v ~~~, <br />DIVISION OF MINERALS AND GEOLOGY <br />Department of Natural Resources <br />1313 Sherman Si., Room 215 I~g~~l <br />Denver, Colorado 80203 I <br />Phone: 1303) 866-3567 I <br />FAX: 003) 832-8106 Inr <br />DEPARTMENT OF <br />DATE: November 13 1998 NATURAL... <br />RESOURCE~P <br />TO: Jim Burnell Roy Romer <br />/ ,_ <br />Governor <br />lames S. lochheaA <br />FROM• Jim Pendleton Executive Director <br />• titchael B. Long <br />Division Dveaor <br />RE: West EI ine, R f--Mine Expansion Pad Designs (MR No. 240) <br />ermit No: C-80-007) <br />1 have reviewed the MR No. 240 file information which you forwarded to my attention. [n <br />response to your query, I provide the following comments. <br />(l) The MR application design and the stability analyses, completed by WF.STEC and <br />submitted in response to my adequacy comments, address the same cut and ti,l siopes at <br />the expansion pad site. The WESTEC specification drawings, also submitted in response <br />to my adequacy request, clearly depict the maximum cut and fill slopes to he 2H: I V <br />(2) Christine Jolurs[on's application cover letter clearly states at the top of page ~; `' fhe fill <br />ou[slope will be a minimum of 2H:1 V." Since an increasing ratio denotes a flatter slope, <br />in my opinion this statement specified a slope no steeper than 2H:1 V. <br />(3) Based upon the four ev;iluated sections provided within the V/ESTF.C analysis, it appears <br />the maximum slope gradient which would provide a static slope safety factor of 1.3 is <br />approximately L75I-1: i V. However, if Mountain Coal Company (MCC) wants to pursue <br />amendment of the design outslope for the pad they will need to complete the analysis to <br />specifically verify the FOS of the proposed slope gradient. The Division does not . <br />provide consultation services. <br />In my opinion, if MCC had constructed cut or fill slopes steeper than 2H: I V a[ its Run-of--Mine <br />pad expansion, MCC would not be in contliance with the approval granted under h1R Nu. 240. <br />cc: Latry Routten <br />doc: M:\COAL\JAP\MTGMR240.WPD <br />JP/jP <br />
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