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<br />TABLE 1 <br /> <br />RESULTS OF SLIDING STABILITY ANALYSES <br />DEWEESE DAM RAISE SECTION ABOVE GAGE HEIGHT 30.1 <br />For Coefficient of Friction of 0.7 <br /> <br />LOADING <br />CASE <br /> <br />COMPUTED <br />FACTOR OF SAFETY <br /> <br />REQUIRED <br />FACTOR OF SAFETY <br /> <br />1 - Reservoir at Gage Height 40.4 (Normal Pool) <br /> <br />2.4 <br /> <br />3.0 <br /> <br />2 - Reservoir at Gage Height 42,1 (Dam Crest) <br /> <br />1.7 <br /> <br />2,0 <br /> <br />3 - Reservoir at Gage Height 44.1 (IOO-year RUlloffEvent) <br /> <br />1.2 <br /> <br />2.0 <br /> <br />4 - Reservoir at Gage Height 52.1 (10-foot Overtopping) <br /> <br />04~ <br />Ol~ <br />0,5 <br /> <br />2.0 <br /> <br />5 - Reservoir at Gage Height 65,6 (50% PMF Runoff Event) <br /> <br />2,0 <br /> <br />6 - Reservoir at Gage Height 40.4 (Normal Pool with Ice Load) <br /> <br /> <br />2,0 <br /> <br />#0 T c: Thes e -{;,c/.,r.s" f-- 5.. reI:? /",,,Lc ,,-/~ da"" -h, lu f'<=- <br /> <br />GEl Consultants, Inc. <br /> <br />December 1994 <br />Project No. 94311 <br />