2019-05-24_PERMIT FILE - M2019028 ‎(12)‎

• Permit No: M2019028
• IBM Index Class Name: PERMIT FILE
• Doc Date: 5/24/2019
• Doc Name: Application
• From: J-2 Contracting Co.
• To: DRMS
• Email Name: ECS
• Email Name: MAC
• Media Type: D
• Archive: No

69 104.74 101.58 380.00 160.00 162.26 508.25 410.71 2.845
70 103.68 101.23 380.00 160.00 159.35 518.45 420.92 2.848
71 108.95 102.98 380.00 160.00 172.74 472.52 375.00 2.848
72 106.84 102.28 380.00 160.00 167.39 490.96 393.3"7 2.848
73 104.74 101.58 380.00 160.00 162.03 509.31 411.73 2.849
4 105.79 101.93 380.00 160.00 164.71 500.15 402.55 2.849
75 103.68 101.23 380.00 160.00 159.12 519.51 421.94 2.851
76 106.84 102.28 383.55 159.47 171.11 489.33 392.35 2.851
77 103.68 101.23 383.55 159.47 163.17 516.89 419.90 2.852
78 108.95 102.98 380.00 160.00 172.51 473.59 36.02 2.852
79 104.74 101.58 383.55 159.47 165.82 507.73 410.71 2.852
80 105.79 101.93 383.55 159.47 168.47 498.54 401.53 2.853
81 104.74 101.58 380.00 160.00 161.81 510.37 412.76 2.853
82 107.89 102.63 380.00 160.00 169.84 482.82 385.20 2.853
83 106.84 102.28 380.00 160.00 167.16 492.03 394.39 2.853
84 105.79 101.93 380.00 160.00 164.49 501.21 403.57 2.853
85 107.89 102.63 380.00 160.00 170.06 481.75 384.18 2.853
86 107.89 102.63 383.55 159.4-1 173.53 481.17 384.18 2.854
87 103.68 101.23 383.55 159.47 162.95 517.95 420.92 2.855
88 103.68 101.23 380.00 160.00 158.90 520.57 422.96 2.855
89 106.84 102.28 383.55 159.47 170.89 490.40 393.37 2.855
90 104.74 101.58 383.55 159.47 165.60 508.79 411.73 2.856
91 107.89 102.63 380.00 160.00 169.61 483.89 386.22 2.856
92 108.95 102.98 380.00 160.00 172.28 474.67 3'7.04 2.856
93 108.95 102.98 383.55 159.47 175.94 472.99 376.02 2.856
94 105.79 101.93 383.55 159.47 168.25 499.61 402.55 2.856
95 104.74 101.58 380.00 160.00 161.58 511.43 413.78 2.856
96 105.79 101.93 380.00 160.00 164.26 502.27 404.59 2.857
97 106.84 102.28 380.00 160.00 166.94 493.10 395.41 2.857
98 103.68 101.23 383.55 159.47 162.73 519.01 421.94 2.857
99 103.68 101.23 380.00 160.00 158.61 521.63 423.98 2.858
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 103.68 YL: 101.23 XR: 380.00 YR: 160.00
Centre: XC: 162.29 YC: 504.65 Radius: R: 407.65
Generated failure surface: (20 points)
103.68 101.23 118.75 99.33 133.87 97.99 149.03 97.21 164.21 97.00
179.39 97.35 194.55 98.27 209.65 99.76 224.70 101.80 239.66 104.40
254.51 107.56 269.23 111.27 283.80 115.53 298.21 120.32 312.42 125.65
326.43 131.50 340.21 137.87 353.75 144.75 367.02 152.13 380.00 160.00
Slice Geometry and Properties - Critical Failure Surface (circle 1, 42 slices)
--------------------------------------------------------
Slice X-S ------------------- Base --------------------- PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor
1 103.68 5.43 -7.2 4.86 4.90 2 0.00 35.0 679.02 17148.21 3571.55 1.04
2 108.55 16.30 -7.2 4.86 4.90 2 0.00 35.0 2037.07 17335.97 3754.31 1.04
3 113.41 30.41 -7.2 5.34 5.38 3 100.00 18.0 3830.45 19254.28 3949.77 1.02
4 118.75 64.41 -5.1 7.56 7.59 3 100.00 18.0 8173.65 27477.91 4178.09 1.01
5 126.31 88.54 -5.1 7.56 7.59 3 100.00 18.0 11270.31 17795.30 4432.53 1.01
6 133.87 111.91 -2.9 7.58 7.59 3 100.00 18.0 14257.03 28046.30 4661.60 1.01
7 141.45 134.01 -2.9 7.58 7.59 3 100.00 18.0 17066.60 28230.07 4875.64 1.01
8 149.03 154.09 -0.8 7.54 7.54 3 100.00 18.0 19604.71 28149.93 5062.06 1.00
9 156.57 173.82 -0.8 7.54 7.54 3 100.00 18.0 22083.39 28199.20 5234.39 1.00
10 164.11 195.31 1.3 7.64 7.64 3 100.00 18.0 24769.51 28577.62 5380.05 1.00
11 171.75 213.41 1.3 7.64 7.64 3 100.00 18.0 27010.36 28492.78 5513.84 1.00
12 179.39 228.40 3.5 7.58 7.59 3 100.00 18.0 28843.28 28144.75 5617.70 0.99
13 186.97 244.06 3.5 7.58 7.59 3 100.00 18.0 30744.38 27927.05 5710.14 0.99
14 194.55 257.85 5.6 7.55 7.59 3 100.00 18.0 32395.78 27642.83 5772.04 0.99
15 202.10 271.28 5.6 7.55 7.59 3 100.00 18.0 33984.05 27291.58 5824.01 0.99
16 209.65 66.52 7.7 1.80 1.82 3 100.00 18.0 8318.97 6472.12 5840.24 0.99
17 211.45 250.36 7.7 6.62 6.68 2 0.00 35.0 31294.94 '3583.34 5817.60 0.98
18 218.08 259.02 7.7 6.62 6.68 2 0.00 35.0 32377.19 23207.98 5840.59 0.98
19 224.70 301.85 9.9 7.48 7.59 2 0.00 35.0 37731.69 25839.16 5825.22 0.97
20 232.18 310.76 9.9 7.48 7.59 2 0.00 35.0 38845.23 25222.55 5815.45 0.97
21 239.66 316.28 12.0 7.42 7.59 2 0.00 35.0 39534.46 24539.86 5764.74 0.97
22 247.08 322.93 12.0 7.42 7.59 2 0.00 35.0 40365.80 23791.80 5719.44 0.97
23 254.51 325.65 14.1 7.36 7.59 2 0.00 35.0 40706.23 22978.79 5632.46 0.97
24 261.87 330.06 14.1 7.36 7.59 2 0.00 35.0 41257.48 22100.29 5552.01 0.97
25 269.23 80.03 16.3 1.77 1.85 2 0.00 35.0 10003.96 5236.48 5473.02 0.97
26 271.00 408.58 16.3 9.00 9.38 2 0.00 35.0 51072.12 25682.05 5475.13 0.97
27 280.00 171.21 16.3 3.80 3.96 2 0.00 35.0 21401.04 10387.93 5424.23 0.97
28 283.80 311.69 18.4 7.20 7.59 2 0.00 35.0 38961.61 19077.66 5187.03 0.97
29 291.00 294.43 18.4 7.20 7.59 2 0.00 35.0 36803.18 17942.06 4898.88 0.97
30 298.21 260.87 20.5 6.79 7.25 2 0.00 35.0 32609.14 16026.12 4578.92 0.98
31 305.00 109.71 20.5 3.00 3.20 5 0.00 45.0 12068.46 6711.32 3795.45 0.94
32 308.00 155.64 20.5 4.42 4.72 2 0.00 35.0 19454.73 9486.95 4192.95 0.98
33 312.42 230.35 22.7 7.00 7.59 2 0.00 35.0 28794.16 14157.39 3898.68 0.98
34 319.43 209.85 22.7 7.00 7.59 2 0.00 35.0 26231.82 12771.08 3550.15 0.98
35 326.43 185.39 24.8 6.89 7.59 2 0.00 35.0 23173.14 11323.39 3169.34 0.99
36 333.32 163.44 24.8 6.89 7.59 2 0.00 35.0 20429.43 9814.44 2791.80 0.99
37 340.21 138.09 26.9 6.77 7.59 2 0.00 35.0 17261.39 8245.24 2385.79 1.00
38 346.98 114.81 26.9 6.77 7.59 2 0.00 35.0 14351.66 6615.80 1980.06 1.00
39 353.75 88.91 29.1 6.63 7.59 2 0.00 35.0 11113.86 4927.22 1550.08 1.00
40 360.38 64.43 29.1 6.63 7.59 2 0.00 35.0 8054.34 3179.62 1117.07 1.00
41 367.02 43.65 31.2 8.03 9.39 2 0.00 35.0 5456.61 1426.60 609.91 1.02
42 375.05 7.43 31.2 4.95 5.79 2 0.00 35.0 928.30 0.00 162.85 1.02
-------- ------- ----------
X-S Area: 7711.18 Path Length: 288.46 X-S Weight: 965350.62