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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 3 to Bench EQ.gar <br /> 88 297.00 4607.89 482.13 4649.60 333.90 4875.77 270.41 2.141 <br /> 89 298.58 4607.92 482.13 4649.60 338.58 4856.77 252.04 2.141 <br /> 90 299.63 4607.94 481.60 4649.60 338.37 4856.99 252.04 2.141 <br /> 91 298.05 4607.91 481.60 4649.60 333.20 4878.08 272.45 2.141 <br /> 92 298.58 4607.92 481.60 4649.60 334.75 4871.78 266.33 2.141 <br /> 93 297.53 4607.90 481.60 4649.60 331.65 4884.37 278.57 2.142 <br /> 94 299.11 4607.93 481.60 4649.60 336.31 4865.46 260.20 2.142 <br /> 95 298.05 4607.91 482.13 4649.60 336.53 4865.25 260.20 2.142 <br /> 96 297.53 4607.90 482.65 4649.60 338.29 4858.69 254.08 2.142 <br /> 97 297.53 4607.90 482.13 4649.60 334.97 4871.58 266.33 2.142 <br /> 98 297.00 4607.89 482.65 4649.60 336.74 4865.04 260.20 2.142 <br /> 99 297.00 4607.89 481.60 4649.60 330.12 4890.65 284.69 2.142 <br /> Critical Failure Surface (circle 1) <br /> ------------------------ <br /> Intersects: XL: 297.00 YL: 4607.89 XR: 481.60 YR: 4649.60 <br /> Centre: XC: 338.30 YC: 4854.45 Radius: R: 250.00 <br /> Generated failure surface: (20 points) <br /> 297.00 4607.89 307.11 4606.41 317.27 4605.34 327.46 4604.69 337.67 4604.45 <br /> 347.88 4604.64 358.08 4605.24 368.25 4606.25 378.36 4607.68 388.41 4609.53 <br /> 398.37 4611.78 408.23 4614.43 417.98 4617.49 427.59 4620.94 437.06 4624.79 <br /> 446.36 4629.01 455.48 4633.61 464.40 4638.59 473.11 4643.92 481.60 4649.60 <br /> Slice Geometry and Properties - Critical Failure Surface (circle 1, 41 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 /> 1 297.00 2.27 -8.3 5.20 5.26 1 0.00 35.0 284.06 143.32 56.01 1.06 <br /> 2 302.20 10.07 -8.3 4.91 4.96 1 0.00 35.0 1258.15 632.06 262.94 1.06 <br /> 3 307.11 17.38 -6.0 4.19 4.22 1 0.00 35.0 2173.11 1084.49 527.60 1.04 <br /> 4 311.30 38.01 -6.0 5.97 6.00 1 0.00 35.0 4751.20 2001.43 813.03 1.04 <br /> 5 317.27 44.29 -3.7 5.10 5.11 1 0.00 35.0 5536.84 1856.01 1101.83 1.02 <br /> 6 322.36 54.61 -3.7 5.10 5.11 1 0.00 35.0 6825.70 1959.65 1359.70 1.02 <br /> 7 327.46 64.51 -1.3 5.11 5.11 1 0.00 35.0 8063.81 2030.29 1588.24 1.01 <br /> 8 332.57 73.79 -1.3 5.11 5.11 1 0.00 35.0 9223.80 2067.50 1817.13 1.01 <br /> 9 337.67 82.55 1.0 5.11 5.11 1 0.00 35.0 10318.30 2071.52 2011.13 0.99 <br /> 10 342.78 90.76 1.0 5.11 5.11 1 0.00 35.0 11345.58 2042.42 2211.14 0.99 <br /> 11 347.88 98.29 3.4 5.10 5.11 1 0.00 35.0 12286.34 1980.04 2371.34 0.98 <br /> 12 352.98 105.42 3.4 5.10 5.11 1 0.00 35.0 13177.27 1884.32 2542.47 0.98 <br /> 13 358.08 111.64 5.7 5.08 5.11 1 0.00 35.0 13955.11 1755.66 2669.42 0.97 <br /> 14 363.16 117.66 5.7 5.08 5.11 1 0.00 35.0 14707.22 1593.64 2811.78 0.97 <br /> 15 368.25 122.53 8.1 5.06 5.11 1 0.00 35.0 15315.87 1398.83 2906.09 0.97 <br /> 16 373.30 127.43 8.0 5.06 5.11 1 0.00 35.0 15928.46 1170.83 3019.95 0.97 <br /> 17 378.36 130.91 10.4 5.02 5.11 1 0.00 35.0 16363.47 910.18 3082.10 0.96 <br /> 18 383.38 134.68 10.4 5.02 5.11 1 0.00 35.0 16835.45 616.39 3167.41 0.96 <br /> 19 388.41 89.24 12.7 3.26 3.34 1 0.00 35.0 11154.47 230.54 3188.24 0.95 <br /> 20 391.67 90.37 12.7 3.26 3.34 1 0.00 35.0 11296.69 76.81 3225.68 0.95 <br /> 21 394.93 96.58 12.7 3.44 3.53 1 0.00 35.0 12072.71 0.00 3265.90 0.95 <br /> 22 398.37 140.12 15.1 4.93 5.11 1 0.00 35.0 17514.38 0.00 3262.21 0.95 <br /> 23 403.30 141.66 15.1 4.93 5.11 1 0.00 35.0 17707.81 0.00 3298.36 0.95 <br /> 24 408.23 140.98 17.4 4.87 5.11 1 0.00 35.0 17622.71 0.00 3277.84 0.95 <br /> 25 413.11 141.44 17.4 4.87 5.11 1 0.00 35.0 17680.11 0.00 3288.62 0.95 <br /> 26 417.98 38.12 19.8 1.31 1.39 1 0.00 35.0 4765.49 0.00 3247.93 0.95 <br /> 27 419.29 120.30 19.8 4.15 4.41 1 0.00 35.0 15051.90 0.00 3243.05 0.95 <br /> 28 423.44 119.85 19.8 4.15 4.41 1 0.00 35.0 15024.23 0.00 3237.11 0.95 <br /> 29 427.59 89.20 22.1 3.11 3.35 1 0.00 35.0 11200.47 0.00 3179.88 0.95 <br /> 30 430.70 88.72 22.1 3.18 3.43 1 0.00 35.0 11149.95 0.00 3094.31 0.95 <br /> 31 433.88 84.38 22.1 3.18 3.43 1 0.00 35.0 10606.32 0.00 2943.44 0.95 <br /> 32 437.06 115.09 24.4 4.65 5.11 1 0.00 35.0 14469.69 0.00 2707.13 0.96 <br /> Page 4 <br />
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