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AI'PLNDIX C <br />We used Gcosof[~s STA[3L/G software to analyze the slope stability using the Simplified bishops <br />Method of Slices. We analyzed three (3) cross sections. "I"he location of the cross sections is <br />presented on Figure 3. We used existing soil parameters, slope gradient, and material height in <br />our analysis. The critical failure surfaces an corresponding factors of safety for the three cross <br />sections are presented in figures C1 through C2. <br />i!~~IllTl11'1'1 ~llll ~~S'_~ll!'l~l~l"_; <br />CONSULTING GEOTECHNICAL ENGSNEEP.S <br />AND h1ATERiALS TESTING <br />