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Table 2 - Static Condition Slope Stability Analysis Results - Wet Mining <br />Description Calculated <br />Factor <br />Of Safety Required <br />Minimum Factor <br />Of Safety <br />Case law -South Property Line 1.47 1.25 <br />Case 2aw - Existing Balsam Avenue ROW 1.45 1.25 <br />Case 3aw - North Property Line 1.47 1.25 <br />Case 4aw - Existing Gas Well 1.45 1.25 <br />Table 3 - Pseudo-Static Condition Slope Stability Analysis Results - Wet Mining <br />Description Calculated <br />Factor <br />Of Safety Required <br />Minimum Factor <br />Of Safety <br />Case 1 awe - South Property Line 1.21 1.0 <br />Case 2awe - Existing Balsam Avenue ROW 1.18 1.0 <br />Case 3awe - North Property Line 1.21 1.0 <br />Case 4awe - Existing Gas Well 1.18 1.0 <br />Table 4 - Static Condition Slope Stability Analysis Results - Dewatered <br />Description Calculated <br />Factor <br />Of Safety Required <br />Minimum Factor <br />Of Safety <br />Case 1a - South Property Line 1.57 1.25 <br />Case 2a - Existing Balsam Avenue ROW 1.51 1.25 <br />Case 3a - North Property Line 1.57 1.25 <br />Case 4a - Existing Gas Well 1.62 1.25 <br />Table 5 - Pseudo-Static Condition Slope Stability Analysis Results - Dewatered <br />Description Calculated <br />Factor <br />Of Safety Required <br />Minimum Factor <br />Of Safety <br />Case 1 ae - South Property Line 1.37 1.0 <br />Case 2ae - Existing Balsam Avenue ROW 1.33 1.0 <br />Case 3ae - North Property Line 1.37 1.0 <br />Case 4ae - Existing Gas Well 1.42 1.0 <br />Broken Arrow Investments, LLC - Derr Pit - M-2008-17 <br />J&T Consulting, Inc. Technical Revision No. 1- Slope Stability Analye s