2024-03-26_REVISION - M2016076 (2)

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• Table 2 - Static Condition Slope Stability Analysis Results Description Calculated Factor Required Of Safety Minimum Factor Of Safety Case 1 -Right-of-Way and Electric Line on West Side of 7.51 1.30 Northwest Pit-Empty Reservoir Case 1 -Right-of-Way and Electric Line on West Side of 15.62 1.30 Northwest Pit-Full Reservoir Case 1 -Slurry Wall on West Side of Northwest Pit 6.02 1.30 Case 2-Right-of-Way and Electric Line on North Side of 7.51 1.30 Northwest Pit-Empty Reservoir Case 2-Right-of-Way and Electric Line on North Side of 15.62 1.30 Northwest Pit-Full Reservoir Case 2-Slurry Wall on North Side of Northwest Pit 6.02 1.30 Case 3-Well Head on North Side of Northwest Pit- 6.25 1.30 Empty Reservoir Case 3-Well Head on North Side of Northwest Pit-Full 13.11 1.30 Reservoir Case 3-Slurry Wall on North Side of Northwest Pit 6.02 1.30 Case 4-Gas Easement and Gas line on South Side of 4.97 1.30 Northwest Pit and North Side of Southwest Pit- Empty Reservoir Case 4-Gas Easement and Gas line on South Side of 11.94 1.30 Northwest Pit and North Side of Southwest Pit- Full Reservoir Case 5-Right-of-Way and Electric Line on East Side of 5.19 1.30 Southwest Pit-Empty Reservoir Case 5-Right-of-Way and Electric Line on East Side of 13.43 1.30 Southwest Pit-Full Reservoir Case 5-Slurry Wall on East Side of Southwest Pit 4.24 1.30 Case 6-Gas Line on East Side of Northeast Pit 6.25 1.30 Case 6-Gas Line on East Side of Northeast Pit-Full 14.51 1.30 Reservoir Case 6-Slurry Wall on East Side of Northeast Pit 4.83 1.30 Case 7-Well Head on East Side of Southeast Pit- 8.98 1.30 Empty Reservoir Case 7-Well Head on East Side of Southeast Pit-Full 19.24 1.30 Reservoir Case 7-Slurry Wall on East Side of Southeast Pit 3.70 1.30 Lupton Meadows Sand and Gravel la Consulting, Inc. Lupton Meadows Sand and Gravel Mine L J �� Slope Stability Analysis Page 4