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PERMFILE56740
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PERMFILE56740
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Entry Properties
Last modified
8/24/2016 10:59:14 PM
Creation date
11/20/2007 5:10:08 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2001046
IBM Index Class Name
Permit File
Doc Date
6/3/2002
Doc Name
Geotechinical Review
From
DMG (ALA)
To
DMG (AJW)
Media Type
D
Archive
No
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STATE OF COLORADO <br />DIVISION OF MINERALS AND GEOLOGY <br />Department of Natural Resources <br />1313 Sherman St., Room 215 <br />Denver, Colorado 80203 DIVISION O F <br />Phone: (303) 866-3567 MINERAL S <br />FAX: (303)832-8106 & <br />Memo GEOLOGY <br /> RECLAMATION <br />To: Mr. Tony Waldron MI NING•SAFETY <br />From: AI Amundson, P.E. <br />June 3, 2002 cols°~o; <br />Subject: Nix Pit M-2001-046 Geotechnical Review Greg E. Watcher <br /> Executive Director <br />I have completed a limited review of the assumptions and slope stability analysis (SSA) perfore~ o1fe ;or <br />by Ms Danielle Volpe, P.E. of Banks and Gesso on the subject pit and find the SSA to be adequate <br />for the assumptions and conditions specified. The conditions being accepted by the Division of <br />Minerals and Geology (DMG) aze as specified in 3.1.5 (7) of the rules: 3:1 slopes from 5 feet above <br />to 10 feet below water level, and 2:1 slopes from 10 feet below water level to the bottom of the <br />excavation. The excavation is proposed to extend to no closer than 25 feet from the county roads <br />and the power lines. These slopes are to be mined, not backfilled. If backfilling becomes necessary, <br />a plan for de-watering and placement of compacted fill shall be presented to DMG, including a <br />stability analysis for de-watering of the pit. <br />Method: <br />Values listed in the Banks and Gesso SSA were entered into the Galena Slope Stability program, <br />including an appropriate seisimic acceleration (K=0.025). The Galena program yielded results <br />approximating those presented by Banks and Gesso, corrected for the seismic acceleration. <br />Limitations: <br />DMG Inspectors should verify that slopes aze being mined appropriately, especially as the <br />excavation approaches the 25 foot buffer to man-made structures, and inspect for tension cracks or <br />slumping of the bank. In the event cracking or slumping occurs with mining, the DMG must be <br />notified and the stability of the system re-evaluated. <br />If cracking or slumping occurs within the 25 foot buffer, DMG must be notified, mining is to cease <br />or move to an azea outside the statutory 200 foot setback and an investigation conducted- Slope <br />stability must be demonstrated prior to mining continuing in the area between 25 and 200 feet from <br />the man-made structures. <br />The operator is cautioned that all disturbance, topsoil stripping and equipment operation must occur <br />within the mine permit boundaries. <br />
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