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Table 2 - Static Condition Slope Stability Analysis Results <br />Description <br />Calculated <br />Required <br />Factor <br />Minimum Factor <br />Of Safety <br />Of Safety <br />Case North - County Road 6 <br />1.32 <br />1.30 <br />Case North - County Road 6 <br />2.08 <br />1.30 <br />Full Reservoir <br />Case South - Property Line / Irrigation Ditch <br />1.31 <br />1.30 <br />Case South - Property Line / Irrigation Ditch <br />2.09 <br />1.30 <br />Full Reservoir <br />Case East - Existing OH Power Lines <br />1.68 <br />1.30 <br />Case East - Existing OH Power Lines <br />2.80 <br />1.30 <br />Full Reservoir <br />Case West - West Property Line <br />1.84 <br />1.30 <br />Case West - West Property Line <br />3.00 <br />1.30 <br />Full Reservoir <br />Table 3 - Pseudo - Static Condition Slope Stability Analysis Results <br />Description <br />Calculated <br />Required <br />Factor <br />Minimum Factor <br />Of Safety <br />Of Safety <br />Case North EQ - County Road 6 <br />1.04 <br />1.0 <br />Case North EQ - County Road 6 <br />1.50 <br />1.0 <br />Full Reservoir <br />Case South EQ - Property Line / Irrigation Ditch <br />1.04 <br />1.0 <br />Case South EQ - Property Line / Irrigation Ditch <br />1.50 <br />1.0 <br />Full Reservoir <br />Case East EQ - Existing OH Power Lines <br />1.28 <br />1.0 <br />Case East EQ - Existing OH Power Lines <br />1.86 <br />1.0 <br />Full Reservoir <br />Case West EQ - West Property Line <br />1.39 <br />1.0 <br />Case West EQ - West Property Line <br />1.99 <br />1.0 <br />Full Reservoir <br />CONCLUSIONS AND RECOMMENDATIONS <br />Case North - The resulting safety factor of 1.32 exceeds the SEO minimum <br />requirement of 1.30 for an embankment during construction. The resulting safety factor <br />Northern Colorado Constructors, Inc. - Perry Pit <br />' J &T Consulting, Inc. Slope Stability Analysis <br />Page 4 <br />� <br />