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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 Bench EQ.gar <br /> 88 307.89 4619.93 429.70 4656.7D 273.54 4953.89 335.71 1.789 <br /> 89 309.47 4620.46 429.70 4656.70 272.61 4960.30 341.84 1.789 <br /> 90 307.37 4619.76 429.70 4656.70 273.86 4951.74 333.67 1.789 <br /> 91 310.00 4620.64 429.70 4656.70 272.30 4962.44 343.88 1.789 <br /> 92 304.74 4618.99 429.70 4656.70 274.49 4945.14 327.55 1.789 <br /> 93 306.84 4619.58 429.70 4656.70 274.17 4949.60 331.63 1.789 <br /> 94 305.26 4619.05 429.70 4656.70 274.52 4945.16 327.55 1.789 <br /> 95 306.32 4619.41 429.70 4656.70 274.49 4947.46 329.59 1.789 <br /> 96 308.95 4620.28 429.70 4656.70 273.52 4956.18 337.76 1.789 <br /> 97 308.42 4620.11 429.70 4656.70 273.83 4954.04 335.71 1.789 <br /> 98 309.47 4620.46 429.70 4656.70 273.21 4958.32 339.B0 1.789 <br /> 99 307.89 4619.93 429.70 4656.70 274.14 4951.90 333.67 1.789 <br /> Critical Failure Surface (circle 1) <br /> ------------------------ <br /> Intersects: XL: 304.74 YL: 4618.99 XR: 429.70 YR: 4656.70 <br /> Centre: XC: 267.88 YC: 4967.05 Radius: R: 350.00 <br /> Generated failure surface: (20 points) <br /> 304.74 4618.99 311.60 4619.79 318.45 4620.72 325.28 4621.78 332.08 4622.99 <br /> 338.86 4624.32 345.61 4625.79 352.34 4627.39 359.03 4629.12 365.68 4630.99 <br /> 372.29 4632.98 378.87 4635.11 385.40 4637.37 391.89 4639.75 39B.32 4642.26 <br /> 404.71 4644.90 411.04 4647.67 417.32 4650.55 423.54 4653.57 429.70 4656.70 <br /> Slice Geometry and Properties - Critical Failure Surface (circle 1, 40 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 /> 1 304.74 0.89 6.6 3.43 3.46 1 0.00 35.0 111.66 0.00 31.12 0.96 <br /> 2 308.17 3.46 6.6 3.43 3.46 1 0.00 35.0 432.81 0.00 120.62 0.96 <br /> 3 311.60 5.89 7.7 3.42 3.46 1 0.00 35.0 736.80 0.00 204.32 0.96 <br /> 4 315.03 8.22 7.7 3.42 3.46 1 0.00 35.0 1027.05 0.00 284.81 0.96 <br /> 5 318.45 10.38 8.9 3.41 3.46 1 0.00 35.0 1298.09 0.00 358.30 0.95 <br /> 6 321.86 12.46 8.9 3.41 3.46 1 0.00 35.0 1557.29 0.00 429.87 0.95 <br /> 7 325.28 14.36 10.0 3.40 3.46 1 0.00 35.0 1795.16 0.00 493.46 0.95 <br /> 8 328.68 16.19 10.0 3.40 3.46 1 0.00 35.0 2023.21 0.00 556.11 0.95 <br /> 9 332.08 17.82 11.1 3.39 3.45 1 0.00 35.0 2227.57 0.00 610.04 0.95 <br /> 10 335.47 19.40 11.1 3.39 3.46 1 O.DO 35.0 2424.57 0.00 663.95 0.95 <br /> 11 338.86 20.77 12.3 3.38 3.46 1 0.00 35.0 2595.86 0.00 708.47 0.94 <br /> 12 342.24 22.09 12.3 3.38 3.46 1 0.00 35.0 2761.75 0.00 753.75 0.94 <br /> 13 345.61 23.20 13.4 3.36 3.46 1 0.00 35.0 2899.74 0.00 789.06 0.94 <br /> 14 348.98 24.28 13.4 3.36 3.46 1 D.DO 35.0 3035.14 0.00 825.86 0.94 <br /> 15 352.34 25.12 14.5 3.34 3.46 1 0.00 35.0 3139.68 0.00 852.09 0.94 <br /> 16 355.68 25.95 14.5 3.34 3.46 1 0.00 35.0 3244.20 0.00 880.50 0.94 <br /> 17 359.03 26.53 15.7 3.33 3.46 1 0.00 35.0 3315.91 0.00 897.99 0.94 <br /> 18 362.35 27.12 15.7 3.33 3.46 1 0.00 35.0 3390.02 0.00 918.07 0.94 <br /> 19 365.68 27.44 16.8 3.31 3.46 1 0.00 35.0 3429.54 0.00 927.12 0.93 <br /> 20 368.99 27.79 16.8 3.31 3.46 1 0.00 35.0 3473.59 0.00 939.01 0.93 <br /> 21 372.29 27.85 17.9 3.29 3.46 1 0.00 35.0 3481.10 0.00 939.75 0.93 <br /> 22 375.58 27.96 17.9 3.29 3.46 1 0.00 35.0 3495.55 D.00 943.60 0.93 <br /> 23 378.87 27.77 19.1 3.27 3.46 1 0.00 35.0 3471.75 0.00 936.26 0.93 <br /> 24 382.14 27.65 19.1 3.27 3.46 1 0.00 35.0 3456.60 0.00 932.17 0.93 <br /> 25 385.40 27.22 20.2 3.24 3.46 1 0.00 35.0 3402.45 0.00 916.99 0.93 <br /> 26 388.64 26.87 20.2 3.24 3.46 1 0.00 35.0 3358.31 0.00 905.14 0.93 <br /> 27 391.89 26.20 21.3 3.22 3.46 1 0.00 35.0 3274.87 0.00 882.40 0.93 <br /> 28 395.11 25.61 21.3 3.22 3.46 1 0.00 35.0 3201.79 0.00 862.75 0.93 <br /> 29 398.32 21.72 22.4 2.80 3.03 1 0.00 35.0 2714.56 0.00 834.37 0.93 <br /> 30 401.12 21.10 22.4 2.80 3.03 1 0.00 35.0 2636.98 0.00 810.53 0.93 <br /> 31 403.92 5.82 22.5 0.79 0.85 1 0.00 35.0 727.78 0.00 795.79 0.93 <br /> 32 404.71 22.80 23.6 3.17 3.46 1 0.00 35.0 2862.21 0.00 771.76 0.93 <br /> Page 4 <br />
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