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2010-03-15_PERMIT FILE - C1981035 (22)
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2010-03-15_PERMIT FILE - C1981035 (22)
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Last modified
8/24/2016 4:01:30 PM
Creation date
6/16/2010 2:19:19 PM
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Template:
DRMS Permit Index
Permit No
C1981035
IBM Index Class Name
Permit File
Doc Date
3/15/2010
Doc Name
Appendix
Section_Exhibit Name
KII Appendix 11(5) Safety Factor Analysis for Sediment Pond
Media Type
D
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No
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• <br />• <br />Slope Height <br />Slope Angle <br />Soil Density <br />Soil Cohesion <br />Internal Friction Angle <br />Factor of Safety (Dry) <br />Factor of Safety (Saturated) <br />Silty Sand <br />11' <br />26.5 (21-1: IV) <br />110 lbs /ft <br />500 psf <br />15° <br />3.57 <br />2.67 <br />The calculated Factor of Safety for the pond embankment is 3.57 for the dry conditions and 2.67 <br />for the saturated conditions. This exceeds the 1.30 requirements of the regulations. <br />• GCC Energy, LLC. November, 2009 <br />King H Mine <br />
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