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2023-08-03_PERMIT FILE - M2023025 (29)
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2023-08-03_PERMIT FILE - M2023025 (29)
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Last modified
8/14/2023 9:51:36 AM
Creation date
8/14/2023 9:51:35 AM
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Template:
DRMS Permit Index
Permit No
M2023025
IBM Index Class Name
Permit File
Doc Date
8/3/2023
Doc Name Note
Exhibit S - Slope Stability Report
Doc Name
Application
From
J & T Consulting Inc.
To
DRMS
Email Name
RDZ
MAC
AWA
Media Type
D
Archive
No
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Bernhardt SS1-EQ.gar <br /> 85 138.26 4685.70 274.66 4725.56 168.60 4835.20 152.55 1.546 <br /> 86 141.95 4687.37 271.51 4725.10 176.29 4810.74 128.06 1.546 <br /> 87 137.21 4685.70 273.08 4725.33 167.31 4835.26 152.55 1.546 <br /> 88 135.11 4685.71 272.56 4725.25 165.62 4838.30 155.61 1.546 <br /> 89 140.89 4686.85 276.24 4725.78 175.02 4822.94 140.31 1.546 <br /> 90 138.79 4685.79 270.98 4725.03 168.13 4829.25 146.43 1.547 <br /> 91 136.16 4685.71 271.51 4725.10 166.02 4835.31 152.55 1.547 <br /> 92 138.26 4685.70 272.03 4725.18 167.72 4832.26 149.49 1.547 <br /> 93 138.26 4685.70 269.40 4724.80 166.84 4829.31 146.43 1.547 <br /> 94 137.21 4685.70 270.45 4724.95 166.43 4832.31 149.49 1.547 <br /> 95 133.00 4685.71 272.03 4725.18 163.94 4B41.34 158.67 1.547 <br /> 96 140.37 4686.58 273.61 4725.41 172.88 4823.07 140.31 1.547 <br /> 97 139.84 4686.32 273.61 4725.41 171.59 4826.13 143.37 1.547 <br /> 98 134.05 4685.71 270.98 4725.03 164.33 4838.35 155.61 1.547 <br /> 99 136.68 4685.70 274.66 4725.56 167.37 4838.26 155.61 1.548 <br /> Critical Failure Surface (circle 1) <br /> ------------------------ <br /> Intersects: XL: 139.32 YL: 4686.06 XR: 270.45 YR: 4724.95 <br /> Centre: XC: 170.05 YC: 4822.96 Radius: R: 140.31 <br /> Generated failure surface: (20 points) <br /> 139.32 4686.06 146.69 4684.61 154.14 4683.56 161.63 4682.90 169.14 4682.65 <br /> 176.66 4682.81 184.16 4683.36 191.62 4684.32 199.01 4685.67 206.33 4687.42 <br /> 213.53 4689.56 220.62 4692.08 227.56 4694.98 234.33 4698.24 240.92 4701.86 <br /> 247.30 4705.83 253.47 4710.14 259.39 4714.77 265.06 4719.71 270.45 4724.95 <br /> Slice Geometry and Properties - Critical Failure Surface (circle 1, 45 slices) <br /> -------------------------------------------------------- <br /> Slice X-S ------------------- Base --------------------- PoreWater Normal Test <br /> X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor <br /> 1 139.32 1.19 -11.1 1.85 1.88 1 0.00 35.0 148.90 0.00 88.48 1.12 <br /> 2 141.17 6.22 -11.1 2.76 2.82 2 100.00 18.0 789.66 47.21 310.82 1.06 <br /> 3 143.93 11.55 -11.1 2.76 2.82 2 100.00 18.0 1478.83 141.71 569.58 1.06 <br /> 4 146.69 23.57 -8.0 3.72 3.76 2 100.00 18.0 3026.18 312.82 845.10 1.04 <br /> 5 150.42 32.46 -8.0 3.72 3.76 2 100.00 18.0 4167.57 434.24 1160.25 1.04 <br /> 6 154.14 41.25 -5.0 3.75 3.76 2 100.00 18.0 5291.98 532.41 1442.76 1.02 <br /> 7 157.B8 49.48 -5.0 3.75 3.76 2 100.00 18.0 6340.37 606.98 1727.59 1.02 <br /> 8 161.63 57.54 -1.9 3.76 3.76 2 100.00 18.0 7360.74 657.95 1973.91 1.01 <br /> 9 165.39 65.07 -1.9 3.76 3.76 2 100.00 18.0 8308.94 685.33 2228.00 1.01 <br /> 10 169.14 72.24 1.2 3.76 3.76 2 100.00 18.0 9207.03 689.11 2438.48 1.00 <br /> 11 172.90 79.02 1.2 3.76 3.76 2 100.00 18.0 10048.94 669.18 2661.41 1.00 <br /> 12 176.66 85.19 4.2 3.75 3.76 2 100.00 18.0 10808.87 625.65 2836.09 0.99 <br /> 13 180.41 91.18 4.2 3.75 3.76 2 100.00 18.0 11540.26 558.64 3027.86 0.99 <br /> 14 184.16 96.25 7.3 3.73 3.76 2 100.00 18.0 12150.28 468.15 3167.04 0.98 <br /> 15 187.89 101.42 7.3 3.73 3.76 2 100.00 18.0 12767.15 353.95 3327.27 0.98 <br /> 16 191.62 97.09 10.4 3.41 3.47 2 100.00 18.0 12188.51 205.74 3426.08 0.98 <br /> 17 195.03 100.79 10.4 3.41 3.47 2 100.00 18.0 12615.84 68.54 3545.04 0.98 <br /> 16 198.45 17.07 10.4 0.57 0.58 1 0.00 35.0 2133.28 0.00 3476.74 0.94 <br /> 19 199.01 112.29 13.5 3.66 3.76 1 0.00 35.0 14036.38 0.00 3459.66 0.93 <br /> 20 202.67 115.78 13.5 3.66 3.76 1 0.00 35.0 14472.17 0.00 3567.08 0.93 <br /> 21 206.33 54.07 16.5 1.67 1.75 1 0.00 35.0 6759.36 0.00 3555.92 0.92 <br /> 22 208.00 90.67 16.5 2.77 2.89 1 0.00 35.0 11343.76 0.00 3608.46 0.92 <br /> 23 210.77 92.23 16.5 2.77 2.89 1 0.00 35.0 11557.67 0.00 3676.50 0.92 <br /> 24 213.53 90.09 19.6 2.67 2.83 1 0.00 35.0 11306.48 0.00 3647.22 0.91 <br /> 25 216.20 74.25 19.6 2.21 2.34 1 0.00 35.0 9326.26 0.00 3629.58 0.91 <br /> 26 218.41 72.55 19.6 2.21 2.34 1 0.00 35.0 9113.73 0.00 3546.89 0.91 <br /> 27 220.62 110.12 22.7 3.47 3.76 1 0.00 35.0 13836.64 0.00 3347.89 0.91 <br /> 28 224.09 105.18 22.7 3.47 3.76 1 0.00 35.0 13220.06 0.00 3198.53 0.91 <br /> 29 227.56 62.36 25.7 2.14 2.38 1 0.00 35.0 7839.91 0.00 2996.53 0.91 <br /> Page 4 <br />
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