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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
Metadata
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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 SS3-EQ.gar <br /> 85 129.00 4684.00 267.38 4718.42 160.84 4851.41 170.41 1.541 <br /> 86 135.32 4684.56 265.28 4718.35 166.54 4831.27 150.00 1.541 <br /> 87 132.68 4684.00 271.07 4718.53 164.40 4851.43 170.41 1.541 <br /> 88 136.89 4685.34 272.12 4718.57 172.81 4830.98 150.00 1.541 <br /> 89 133.21 4684.00 269.49 4718.48 164.37 4847.38 166.33 1.541 <br /> 90 130.05 4684.00 263.70 4718.30• 160.37 4843.39 162.24 1.541 <br /> 91 134.26 4684.03 270.54 4718.52 165.42 4847.41 166.33 1.541 <br /> 92 131.11 4684.00 264.75 4718.33 161.39 4843.39 162.24 1.541 <br /> 93 134.26 4684.03 263.70 4718.30 163.46 4835.32 154.08 1.541 <br /> 94 136.37 4685.08 269.49 4718.48 170.47 4831.15 150.00 1.541 <br /> 95 131.63 4684.00 270.02 4718.50 163.39 4851.42 170.41 1.541 <br /> 96 131.63 4684.00 265.28 4718.35 161.90 4843.40 162.24 1.541 <br /> 97 135.32 4684.56 270.02 4718.50 167.94 4839.32 158.16 1.541 <br /> 98 132.16 4684.00 265.81 4718.37 162.41 4843.40 162.24 1.541 <br /> 99 132.68 4684.00 266.33 4718.38 162.92 4843.40 162.24 1.542 <br /> Critical Failure Surface (circle 1) <br /> ------------------------ <br /> Intersects: XL: 134.26 YL: 4684.03 XR: 265.28 YR: 4718.35 <br /> Centre: XC: 164.70 YC: 4835.08 Radius: R: 154.08 <br /> Generated failure surface: (20 points) <br /> 134.26 4684.03 141.53 4682.75 148.85 4681.81 156.21 4681.23 163.58 4681.00 <br /> 170.96 4681.12 178.33 4681.60 185.66 4682.43 192.94 4683.61 200.16 4685.13 <br /> 207.30 4687.00 214.34 4689.21 221.27 4691.76 228.07 4694.63 234.72 4697.82 <br /> 241.21 4701.33 247.53 4705.15 253.65 4709.26 259.57 4713.67 265.28 4718.35 <br /> Slice Geometry and Properties - Critical Failure Surface (circle 1, 44 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 /> 1 134.26 4.46 -10.0 3.63 3.69 2 100.00 18.0 573.92 66.67 175.53 1.06 <br /> 2 137.90 13.37 -10.0 3.63 3.69 2 100.00 18.0 1725.90 214.62 503.45 1.06 <br /> 3 141.53 22.16 -7.3 3.66 3.69 2 100.00 18.0 2856.46 342.22 808.37 1.04 <br /> 4 145.19 30.55 -7.3 3.66 3.69 2 100.00 18.0 3932.69 449.92 1109.84 1.04 <br /> 5 148.85 38.82 -4.5 3.68 3.69 2 100.00 1B.0 4989.66 537.15 1382.72 1.02 <br /> 6 152.53 46.64 -4.5 3.68 3.69 2 100.00 18.0 5984.10 604.27 1657.41 1.02 <br /> 7 156.21 54.04 -1.8 3.67 3.67 2 100.00 18.0 6920.67 648.28 1898.09 1.01 <br /> 8 159.88 61.18 -1.8 3.67 3.67 2 100.00 18.0 7820.88 674.70 2144.B2 1.01 <br /> 9 163.55 68.64 0.9 3.70 3.71 2 100.00 18.0 8756.37 686.88 2354.86 1.00 <br /> 10 167.26 75.26 1.0 3.70 3.71 2 100.00 18.0 9579.46 672.55 2575.93 1.00 <br /> 11 170.96 81.02 3.7 3.68 3.69 2 100.00 18.0 10290.06 635.19 2754.64 0.99 <br /> 12 174.64 86.90 3.7 3.68 3.69 2 100.00 18.0 11011.13 580.33 2947.60 0.99 <br /> 13 178.33 92.05 6.4 3.67 3.69 2 100.00 18.0 11635.47 505.23 3094.63 0.98 <br /> 14 181.99 97.24 6.4 3.67 3.69 2 100.00 18.0 12259.08 409.90 3260.09 0.98 <br /> 15 185.66 101.41 9.2 3.64 3.69 2 100.00 18.0 12750.24 294.32 3375.83 0.98 <br /> 16 189.30 105.88 9.2 3.64 3.69 2 100.00 18.0 13274.65 158.74 3513.75 0.98 <br /> 17 192.94 55.91 11.9 1.87 1.91 2 100.00 18.0 6994.45 23.49 3572.00 0.98 <br /> 18 194.81 66.85 11.9 2.19 2.24 1 0.00 35.0 8356.02 0.00 3477.66 0.93 <br /> 19 197.00 68.22 11.9 2.19 2.24 1 0.00 35.0 8528.01 0.00 3549.58 0.93 <br /> 20 199.19 30.80 11.9 0.97 1.00 1 0.00 35.0 3851.12 0.00 3601.99 0.93 <br /> 21 200.16 91.03 14.7 2.84 2.93 1 0.00 35.0 11395.46 0.00 3584.53 0.92 <br /> 22 203.00 137.07 14.7 4.30 4.45 1 0.00 35.0 17174.99 0.00 3562.29 0.92 <br /> 23 207.30 108.24 17.4 3.52 3.69 1 0.00 35.0 13563.62 0.00 3366.00 0.92 <br /> 24 210.82 104.35 17.4 3.52 3.69 1 0.00 35.0 13077.36 0.00 3245.51 0.92 <br /> 25 214.34 61.89 20.2 2.16 2.30 1 0.00 35.0 7756.47 0.00 3075.49 0.91 <br /> 26 216.50 16.98 20.2 0.60 0.64 4 0.00 45.0 1867.63 0.00 2497.12 0.86 <br /> 27 217.10 66.26 20.2 2.40 2.55 4 0.00 45.0 7288.37 1904.14 2593.37 0.86 <br /> 28 219.50 47.56 20.2 1.77 1.89 1 0.00 35.0 5962.40 2773.70 3093.51 0.91 <br /> 29 221.27 87.78 22.9 3.40 3.69 1 0.00 35.0 11004.25 5186.33 2939.23 0.91 <br /> Page 4 <br />
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