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Table 3 - Pseudo-Static Condition Slope Stability Analysis Results <br /> Req u i red <br /> Calculated Minimum <br /> Factor Factor of <br /> Description of Safety Safety <br /> Case 1 — Fence —to Slurry Wall Bench — EQ 1.82 1.30 <br /> Case 1 — Fence —to Bottom of Pit— EQ 1.83 1.30 <br /> Case 2— Fence —to Slurry Wall Bench — EQ 1.79 1.30 <br /> Case 2— Fence — to Bottom of Pit— EQ 1.88 1.30 <br /> Case 3— Fence —to Slurry Wall Bench — EQ 2.13 1.30 <br /> Case 3 — Fence —to Bottom of Pit— EQ 1.88 1.30 <br /> Case 4— Fence & Lift Station —to Slurry Wall Bench — EQ 2.52 1.30 <br /> Case 4— Fence & Lift Station —to Bottom of Pit— EQ 1.87 1.30 <br /> Case 5— Sanitary Sewer, Water Line, Fence, Fiber Line, 2.30 1.30 <br /> Roadway, Bridge/Ditch, Structure, Power Poles and Lines, <br /> and Building —to Slurry Wall Bench — EQ <br /> Case 5— Sanitary Sewer, Water Line, Fence, Fiber Line, 1.89 1.30 <br /> Roadway, Bridge/Ditch, Structure, Power Poles and Lines, <br /> and Building —to Bottom of Pit— EQ <br /> Case 6—Water Line, Power Poles and Lines, Fence, 2.05 1.30 <br /> Telephone Line, and Oil/Gas Equipment Building —to Slurry <br /> Wall Bench — EQ <br /> Case 6—Water Line, Power Poles and Lines, Fence, 2.14 1.30 <br /> Telephone Line, and Oil/Gas Equipment Building —to <br /> Bottom of Pit— EQ <br /> The Galena analysis output files are included in Appendix C for all cases. <br /> J-2 Contracting Company—Sunset Industrial Pit <br /> S <br /> J&T Consulting, Inc. lope Stability Analysis <br /> Page <br />