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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 />TABLE 3 <br />EMBANKMENT SLOPE STABILITY <br /> <br /> Steadv State Seepage Condition <br /> Alternative Condition c' - <f>' Calculated Required <br /> (ksf - degrees) Factor Factor of <br /> of Safety Safety <br />1. Breach Steady State 150 - 250 1.58 1.5 <br />2, Dam Height 8242' Steady State 150 _250' 1.40 1.5 <br />3. Dam Height 8252' Steady State 150 - 250 1.40 1.5 <br />4. Dam Height 8267' Steady State 150 - 250 1.53 1.5 <br /> <br />Note: design strengths assumed <br /> <br />Carl Smith Dam Feasibility <br /> <br />Page 14 <br />