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Table 2 - Static Condition Slope Stability Analysis Results <br /> Description Calculated Required <br /> Factor Minimum Factor <br /> Of Safety Of Safety <br /> Case North - North Property Line 1.41 1.30 <br /> Case North - North Property Line 3.57 1.30 <br /> Full Reservoir <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 5.93 1.30 <br /> Full Reservoir <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 3.60 1.30 <br /> Full Reservoir <br /> Case East - Existing Balsam Avenue ROW to 1.54 1.30 <br /> Structure <br /> Case West-West Property Line 1.50 1.30 <br /> • <br /> Case West- West Property Line 4.17 1.30 <br /> Full Reservoir <br /> Case West-West Property Line to Structure 1.67 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 /> Slope <br /> J&T Consulting, Inc. Stability Analysis <br />