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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 1 -Wetland West of Reservoir 1 1.59 1.50 <br /> Case 1 - Wetland West of Reservoir 1 Full 3.10 1.50 <br /> Reservoir <br /> Case 2 - Cache La Poudre River 1.92 1.50 <br /> Case 2 - Cache La Poudre River Full Reservoir 3.55 1.50 <br /> Case 3 - Cache La Poudre River 2.89 1.50 <br /> Case 3 - Cache La Poudre River Full Reservoir 4.62 1.50 <br /> Case 4 - Gas Line Easement 1.52 1.50 <br /> Case 4 - Gas Line Easement Full Reservoir 2.61 1.50 <br /> Case 5 - Gas Line Easement 1.60 1.50 <br /> Case 5 - Gas Line Easement Full Reservoir 2.96 1.50 <br /> Case 6 -Weld County Parkway Right-of-Way 1.56 1.50 <br /> Case 6 - Weld County Parkway Right-of-Way 2.91 1.50 <br /> Full Reservoir <br /> Case 7 - Irrigation Ditch & Gas Line Easement 1.57 1.50 <br /> Case 7 - Irrigation Ditch & Gas Line Easement 2.93 1.50 <br /> Full Reservoir <br /> Case 8 - Irrigation Ditch & Gas Line Easement 1.52 1.50 <br /> Case 8 - Irrigation Ditch & Gas Line Easement 2.58 1.50 <br /> Full Reservoir <br /> Case 9 - Power Line 1.63 1.50 <br /> Case 9 - Power Line Full Reservoir 2.42 1.50 <br /> Case 10 - Irrigation Ditch 1.54 1.50 <br /> Case 10 - Irrigation Ditch Full Reservoir 3.01 1.50 <br /> Case 11 - Gas Line Easement 1.64 1.50 <br /> Case 11 - Gas Line Easement Full Reservoir 2.99 1.50 <br /> J-2 Contracting Company-DPG Pit <br /> J&T Consulting, Inc. Slope Stability Analysis <br />