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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 />