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REP10347
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Last modified
8/24/2016 11:39:49 PM
Creation date
11/27/2007 12:23:54 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981008
IBM Index Class Name
Report
Doc Date
1/12/2000
Doc Name
SLOPE STABILITY ANALYSIS OF THE SEDIMENT POND EMBANKMENTS IN THE PR-05 AMENDMENT AREA
Permit Index Doc Type
STABILITY REPORT
Media Type
D
Archive
No
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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 />(Revised zioo~ Attachment 2.05.3(3) -10-91 <br />
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