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2023-01-10_PERMIT FILE - M2023001 (25)
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2023-01-10_PERMIT FILE - M2023001 (25)
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Last modified
1/11/2023 9:43:17 PM
Creation date
1/11/2023 4:37:13 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2023001
IBM Index Class Name
Permit File
Doc Date
1/10/2023
Doc Name Note
Appendix C - Stability Analysis Data
Doc Name
Application
From
J-2 Contracting Company
To
DRMS
Email Name
PSH
JLE
Media Type
D
Archive
No
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Sunset Case 2 to Bottom EQ.gar <br /> 88 56.30 4548.58 434.44 4656.70 99.97 5111.18 564.29 1.883 <br /> 89 56.30 4548.58 438.12 4656.70 86.76 5169.26 621.43 1.883 <br /> 90 56.30 4548.58 436.02 4656.70 87.15 5161.07 613.27 1.883 <br /> 91 56.83 4548.58 437.07 4656.70 87.58 5163.12 615.31 1.883 <br /> 92 56.B3 4548.58 436.54 4656.70 88.27 5159.00 611.22 1.883 <br /> 93 56.30 4548.58 438.12 4656.70 105.67 5102.51 556.12 1.883 <br /> 94 57.35 4548.58 433.38 4656.70 100.31 5107.14 560.20 1.883 <br /> 95 56.83 4548.58 436.02 4656.70 88.96 5154.87 607.14 1.883 <br /> 96 58.41 4548.58 434.96 4656.70 78.00 5190.12 641.84 1.883 <br /> 97 56.30 4548.58 437.07 4656.70 85.19 5171.38 623.47 1.883 <br /> 98 56.83 4548.58 439.17 4656.70 107.26 5100.36 554.08 1.883 <br /> 99 56.30 4548.58 436.02 4656.70 83.03 5175.56 627.55 1.883 <br /> Critical Failure Surface (circle 1) <br /> ------------------------ <br /> Intersects: XL: 56.30 YL: 4548.58 XR: 433.91 YR: 4656.70 <br /> Centre: XC: 101.29 YC: 5104.93 Radius: R: 558.16 <br /> Generated failure surface: (20 points) <br /> 56.30 4548.58 77.38 4547.28 98.50 4546.77 119.62 4547.07 140.72 4548.16 <br /> 161.76 4550.05 182.71 4552.74 203.55 4556.21 224.24 4560.47 244.75 4565.52 <br /> 265.06 4571.33 285.13 4577.91 304.94 4585.24 324.46 4593.32 343.66 4602.13 <br /> 362.51 4611.66 380.99 4621.90 399.06 4632.83 416.71 4644.44 433.91 4656.70 <br /> Slice Geometry and Properties - Critical Failure Surface (circle 1, 43 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 56.30 0.77 -3.5 5.00 5.01 1 0.00 35.0 96.44 54.19 20.70 1.03 <br /> 2 61.30 15.37 -3.5 8.04 8.06 1 0.00 35.0 1921.62 289.68 243.74 1.03 <br /> 3 69.34 41.18 -3.5 8.04 8.06 1 0.00 35.0 5146.89 539.84 653.51 1.03 <br /> 4 77.38 91.12 -1.4 10.56 10.56 1 0.00 35.0 11390.26 954.81 1087.61 1.01 <br /> 5 87.94 131.37 -1.4 10.56 10.56 1 0.00 35.0 16421.59 1121.18 1568.27 1.01 <br /> 6 98.50 169.55 0.8 10.56 10.56 1 0.00 35.0 21193.33 1155.94 1996.97 0.99 <br /> 7 109.06 205.59 0.8 10.56 10.56 1 0.00 35.0 25698.98 1059.07 2421.39 0.99 <br /> 8 119.62 239.20 3.0 10.55 10.56 1 0.00 35.0 29899.96 830.27 2782.54 0.98 <br /> 9 130.17 270.94 3.0 10.55 10.56 1 0.00 35.0 33867.55 470.16 3150.99 0.98 <br /> 10 140.72 136.09 5.1 4.90 4.92 1 0.00 35.0 17010.67 67.54 3362.61 0.97 <br /> 11 145.61 237.30 5.1 8.07 8.10 1 0.00 35.0 29662.80 0.00 3556.04 0.97 <br /> 12 153.69 253.41 5.1 8.07 8.10 1 0.00 35.0 31676.77 0.00 3797.39 0.97 <br /> 13 161.76 350.82 7.3 10.48 10.56 1 0.00 35.0 43852.51 0.00 3995.39 0.96 <br /> 14 172.23 373.76 7.3 10.48 10.56 1 0.00 35.0 46719.73 0.00 4256.55 0.96 <br /> 15 182.71 392.31 9.5 10.42 10.56 1 0.00 35.0 49039.33 0.00 4431.99 0.95 <br /> 16 193.13 410.79 9.5 10.42 10.56 1 0.00 35.0 51348.77 0.00 4640.71 0.95 <br /> 17 203.55 424.09 11.6 10.34 10.56 1 0.00 35.0 53011.52 0.00 4759.55 0.95 <br /> 18 213.89 438.12 11.6 10.34 10.56 1 0.00 35.0 54764.80 0.00 4917.06 0.95 <br /> 19 224.24 446.15 13.8 10.26 10.56 1 0.00 35.0 55768.59 0.00 4981.62 0.94 <br /> 20 234.49 455.75 13.8 10.26 10.56 1 0.00 35.0 56968.57 0.00 5088.81 0.94 <br /> 21 244.75 458.56 16.0 10.15 10.56 1 0.00 35.0 57319.59 0.00 5101.48 0.94 <br /> 22 254.90 463.79 16.0 10.15 10.56 1 0.00 35.0 57974.04 0.00 5159.72 0.94 <br /> 23 265.06 250.18 18.1 5.44 5.73 1 0.00 35.0 31272.44 0.00 5120.33 0.94 <br /> 24 270.50 293.38 18.1 6.55 6.89 1 0.00 35.0 36672.98 0.00 4990.18 0.94 <br /> 25 277.05 277.75 18.1 6.55 6.89 1 0.00 35.0 34719.02 0.00 4724.40 0.94 <br /> 26 283.60 62.65 18.1 1.53 1.61 3 0.00 45.0 6891.22 0.00 3836.36 0.90 <br /> 27 285.13 385.78 20.3 9.90 10.56 1 0.00 35.0 48222.64 20600.03 4515.15 0.94 <br /> 28 295.03 351.48 20.3 9.90 10.56 1 0.00 35.0 43934.56 18183.26 4106.99 0.94 <br /> 29 304.94 325.10 22.5 9.76 10.56 1 0.00 35.0 40637.61 15644.10 3805.97 0.94 <br /> 30 314.70 317.49 22.5 9.76 10.56 1 0.00 35.0 39685.76 12982.10 3687.81 0.94 <br /> 31 324.46 302.79 24.7 9.60 10.56 1 0.00 35.0 37848.23 10199.35 3508.51 0.94 <br /> 32 334.06 291.27 24.7 9.60 10.56 1 0.00 35.0 36408.69 7296.01 3340.32 0.94 <br /> Page 4 <br />
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