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2016-02-16_PERMIT FILE - M2015030
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2016-02-16_PERMIT FILE - M2015030
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Last modified
8/24/2016 6:19:18 PM
Creation date
3/1/2016 5:01:37 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M2015030
IBM Index Class Name
Permit File
Doc Date
2/16/2016
Doc Name
Slope Stability Analysis
From
WSI Weiland, Inc.
To
DRMS
Email Name
ECS
Media Type
D
Archive
No
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- Weiland Inc <br />Environmental & Engineering <br />02/18/2016 <br />Rob Laird, Resource Manager <br />Asphalt Specialties Co., Inc. <br />10100 Dallas St., <br />Henderson, CO 80640 <br />Environmental Support for: <br />• Transportation <br />it <br />• Land Development <br />• Mining <br />pNl&I� � N Industry <br />MININGAND SW y <br />Re; Chavers Mining Resource Slope Stability Analysis; DRMS Permit Number <br />M-2015-30 <br />Dear Mr. Laird, <br />The letter report given below documents the methods and findings of the slope <br />analysis for the Chavers Mining Resource. <br />1.0 INTRODUCTION <br />It is understood that Asphalt Specialties Co., Inc. (ASCI) proposes to excavate sand <br />and gravel adjacent to the SH -85 Right of Way (ROW) at the Chavers Mining <br />Resource. The purpose of this analysis is to evaluate safe setback distances for pit <br />excavations from the SH -85 ROW as well as from other permanent man-made <br />structures within 200 ft of the proposed site. The project will construct a low <br />permeability compacted clay liner around the perimeter of the proposed mine site <br />following or during mining. <br />1.1 METHODOLOGY <br />The digital software application Slide 7.011 (Rocscience, Inc., 2016) is utilized for <br />this study. The program utilizes Simplified Bishop and Janbu Simplified analytical <br />solutions to slope failure. The model also uses finite element methods to model pore <br />pressure due to groundwater, which is then utilized in the slope failure solutions. <br />PO Box 19097. BOULDER, CO 9030E <br />ph 303-443-9521 <br />
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