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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Geotechnical Engineering Investigation <br /> <br />Upstream section at station 2+68 <br /> <br />Case 1: Reservoir EI. 10,279 feet <br /> <br />Slope Stability Results <br /> <br />The slope stability analyses perfonned to obtain a factor of safety of the existing slope <br />utilized the ST ABUG computer program described in the previous section. The result of our <br />analyses indicate the following factors of safety for the cases presented in the previous section. <br /> <br />Downstream section at 2+ 18 <br /> <br />Case No. <br />1 <br />2 <br />3 <br />4 <br />5 <br /> <br />Factor of Safet <br />1.816 <br />1. 467 <br />1.375 <br />1.288 <br />1.213 <br /> <br /> <br />Case No. <br />1 <br />2 <br />3 <br /> <br />Factor of Safet <br />1.815 <br />1.645 <br />1.522 <br /> <br /> <br /> <br />UpstreamSectiooat 2+18 <br /> <br />Case No. <br />1 <br />2 <br /> <br />Factor of Safet <br />2.182 <br />1. 488 <br /> <br />Continental Dam <br /> <br />Page 13 <br />