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Table 2 - Static Condition Slope Stability Analysis Results <br />Description Calculated <br />Factor <br />Of Safety <br />Required <br />Minimum Factor <br />Of Safety <br />Case North - North Property Line 1.41 1.30 <br />Case North - North Property Line <br />Full Reservoir <br />3.57 1.30 <br />Case North - North Property Line to Structure 1.52 1.30 <br />Case South - Property Line 1.71 1.30 <br />Case South - Property Line <br />Full Reservoir <br />5.93 1.30 <br />Case South - Property Line to Structure 1.95 1.30 <br />Case East - Existing Balsam Avenue ROW 1.42 1.30 <br />Case East - Existing Balsam Avenue ROW <br />Full Reservoir <br />3.60 1.30 <br />Case East - Existing Balsam Avenue ROW to <br />Structure <br />1.54 1.30 <br />Case West - West Property Line 1.50 1.30 <br />Case West - West Property Line <br />Full Reservoir <br />4.17 1.30 <br />Case West - West Property Line to Structure 1 1.67 1 1.30 <br />Table 3 - Pseudo -Static Condition Slope Stability Analysis Results <br />Description Calculated Required <br />Factor Minimum Factor <br />Of Safety Of Safety <br />Case North EQ - North Property Line 1.06 1.0 <br />Case North EQ - North Property Line 1.99 1.0 <br />Full Reservoir <br />Case North EQ - North Property Line to 1.12 1.0 <br />Structure <br />Case South EQ - South Property Line 1.23 1.0 <br />Case South EQ - South Property Line 2.61 1.0 <br />Full Reservoir <br />Case South EQ - South Property Line to 1.36 1.0 <br />Structure <br />Case East EQ - Existing Balsam Avenue ROW 1.06 1.0 <br />Case East EQ - Existing Balsam Ave ROW. 2.00 1.0 <br />Full Reservoir <br />Case East EQ - East Property Line to Structure 1.13 1.0 <br />Case West EQ - West Property Line 1.11 1.0 <br />Case West EQ - West Property Line 2.19 1.0 <br />Full Reservoir <br />Case West EQ - West Property Line to 1.21 1.0 <br />Structure <br />Loloff Construction, Inc - Loloff Pit <br />SlopJ&T Consulting, Inc. <br />e Stability Analysis