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REP42889
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REP42889
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Entry Properties
Last modified
8/25/2016 12:44:53 AM
Creation date
11/27/2007 9:44:23 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981022
IBM Index Class Name
Report
Doc Date
1/10/1997
Doc Name
COAL MINE WASTE BANK DESIGN FOR THE SANBORN CREEK MINE PN C-81-022
From
DMG
To
BILL CARTER
Permit Index Doc Type
Waste Pile/Fill Report
Media Type
D
Archive
No
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STATE OF COLORADO <br />DIVISION OF MINERALS AND GEOLOGY <br />Depanmem of Natural Resources <br />1317 Sherman St., Room 215 <br />Denver, Calorario 80203 <br />Phone: (3031 866-3567 <br />F.4X: 1303) 832-8) Ob <br />DATE <br />January 10, 1997 <br />~~~~~ <br />DEPARTMENT OF <br />NATURAL <br />RESOURCES <br />Roy Romer <br />Governor <br />T0: <br />Bill Carter <br />lames S. Lxhhead <br />Eaec uove Director <br />Michael B. Lonq <br />Divivon Direcbr <br />FROM <br />RE <br />Jim Pendleton <br />"Coal Mine~~e Bank Design <br />Creek Mine" (Permit No: <br />for the Sanborn <br />C-81-022) <br />I have completed a preliminary review of the geotechnical aspects of the <br />design analysis prepared for Oxbow by WESTEC, which you forwarded to <br />my attention. During our visit to the proposed waste pile site last fall, I <br />indicated my willingness to preliminarily review the document, in an <br />effort to expedite the process. <br />Design Report & Stability Analysis <br />WESTEC has done a good job of preparing the design documents and the <br />accompanying stability analysis. A combination of laboratory analysis and <br />field blow count conversion was used to develop material strength <br />properties for the waste and three materials encountered within the site <br />foundation. All of the analytical techniques and field observations appear <br />appropriate. The stability analyses, performed for both rotational and <br />planar failure scenarios project a minimum static slope safety factor of <br />2.1 for the circular failure mode and 2.3 for planar failure. Corresponding <br />pseudo static factors of safety are 1.5 for the circular case and 1.8 for <br />the planar case. As such these safety factors easily satisfy the <br />requirements of our regulations. <br />My review of the design report and analysis discerned only one concern. <br />During our reconnaissance of the site last fall, I mentioned a concern <br />
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