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REV103049
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REV103049
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Entry Properties
Last modified
8/25/2016 1:13:48 AM
Creation date
11/22/2007 1:02:41 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
Revision
Doc Date
3/18/2005
Doc Name
Adequacy Response
From
J.E. Stover & Associates Inc
To
DMG
Type & Sequence
TR36
Media Type
D
Archive
No
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J. E. STOVER & ASSOCIATES, INC. <br />2768 COMPASS DRIVE, SUITE 101 <br />GRAND JUNCTION, COLORADO 81508 <br />PHONE: (970) 245-4101, FAX 242-7908 <br />MINE ENGINEERING <br />MINE RELLAMATION <br />March 17, 2005 <br />J. J. Dudash <br />Division of Minerals & Geology <br />1313 Sherman St., Room 215 <br />Denver, CO 80203 <br />Re: Bowie No. 2 Mine <br />Technical Revision No. 36, NOV CV-2005-002 <br />Gob Pile Stability Adequacy Response <br />Permit C-96-083 <br />Dear Mr. Dudash: <br />CIVIL ENGINEERING <br />CONST. MANAGEMENT <br />RECE~~N~~ <br />h1AR ; ~ 2005 <br />Oivisian Gf Minerzls ano Geelom• <br />On February 1, 2005, the DMG issued a notice of violation to Bowie Resources, LLC, <br />for failure to provide a geotechnical analysis that demonstrates the factor of safety of <br />the in place and proposed coal mine waste bank no. 2 is 1.5 or greater using site <br />specific characteristics (moist unit weight) and strength parameters of cohesion and <br />angle of internal friction from coal processing waste material that have been placed on <br />the coal mine waste bank no. 2. <br />The steps necessary to abate the violation are to provide a geotechnical analysis that <br />demonstrates the factor of safety of the in-place and proposed coal mine waste bank <br />no. 2 is 1.5 or greater. The required geotechnical analysis is enclosed to abate the <br />violation. <br />The results of the stability study are explained on page 13 of Volume IX. In summary, <br />the slope inclinations will have to be flattened to assure the pile attains a factor of safety <br />of 1.5. ' <br />Amended pages 3, 13 and the Geotechnical Engineering Study are enclosed for the <br />referenced technical revision adequacy response. The revised materials are to be <br />inserted into Volume IX Gob Pile #2. Please call if you have any questions. <br />Sincerely, <br />~~ <br />J. E. Stover, P.E. <br />Consulting Engineer <br />cc: Wm. A. Bear. Jr. <br />
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