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PERMFILE130956
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PERMFILE130956
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Entry Properties
Last modified
8/24/2016 10:31:49 PM
Creation date
11/25/2007 10:48:10 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
Slope Stability Analysis of the Sediment Pond Embankments
Section_Exhibit Name
NH2 1996 Section 2.05.3(3) Attachment 2.05.3(3)-10 Part 8
Media Type
D
Archive
Yes
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• the dam geometry used for the input as well as the phreatic surface which will be used for the <br />worst case assuming that the pond is near full and has not yet been dewatered. <br />Other parameters of the analysis include a minimum depth of slice for a failure circle in the <br />embankment of 3.0 feet. Also, the limiting depth of a circle is an elevation of 10.0 feet, which is <br />the bottom of the drawing, well into the foundation soil. It is unlikely that the lowest factor of <br />safety would have a circle going this deep in the foundation soil, but it has also been chosen to <br />be conservative. <br />• <br />• <br />(Revised 12/00) Attachment 2.05.3(3) -10-114 <br />
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