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Table 3 - Pseudo-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 EQ 1.30 1.30 <br /> Case 1 - Wetland West of Reservoir 1 Full 2.11 1.30 <br /> Reservoir EQ <br /> Case 2 - Cache La Poudre River EQ 1.43 1.30 <br /> Case 2 - Cache La Poudre River Full Reservoir 2.22 1.30 <br /> EQ <br /> Case 3 - Cache La Poudre River EQ 2.07 1.30 <br /> Case 3 - Cache La Poudre River Full Reservoir 2.84 1.30 <br /> EQ <br /> Case 4 - Gas Line Easement EQ 1.30 1.30 <br /> Case 4 - Gas Line Easement Full Reservoir EQ 1.79 1.30 <br /> Case 5 - Gas Line Easement EQ 1.30 1.30 <br /> Case 5 - Gas Line Easement Full Reservoir EQ 2.04 1.30 <br /> Case 6 - Weld County Parkway Right-of-Way 1.31 1.30 <br /> EQ <br /> Case 6 - Weld County Parkway Right-of-Way 1.97 1.30 <br /> Full Reservoir EQ <br /> Case 7 - Irrigation Ditch & Gas Line Easement 1.31 1.30 <br /> EQ <br /> Case 7 - Irrigation Ditch & Gas Line Easement 1.98 1.30 <br /> Full Reservoir EQ <br /> Case 8 - Irrigation Ditch & Gas Line Easement 1.31 1.30 <br /> EQ <br /> Case 8 - Irrigation Ditch & Gas Line Easement 1.75 1.30 <br /> Full Reservoir EQ <br /> Case 9 - Power Line EQ 1.30 1.30 <br /> Case 9 - Power Line Full Reservoir EQ 1.78 1.30 <br /> Case 10 - Irrigation Ditch EQ 1.30 1.30 <br /> Case 10 - Irrigation Ditch Full Reservoir EQ 2.05 1.30 <br /> Case 11 - Gas Line Easement EQ 1.30 1.30 <br /> Case 11 - Gas Line Easement Full Reservoir 2.03 1.30 <br /> EQ <br /> J-2 Contracting Company-DPG Pit <br /> Slop <br /> J&T Consulting, Inc. e StabilityAPage'6 <br />