2019-04-09_PERMIT FILE - M2019018 ‎(4)‎

• Permit No: M2019018
• IBM Index Class Name: PERMIT FILE
• Doc Date: 4/9/2019
• Doc Name: Application
• From: J Graff Enterprises
• To: DRMS
• Email Name: SJM
• Email Name: WHE
• Email Name: THM
• Media Type: D
• Archive: No

80 77.39 4896.31 92.94 4888.53 154.13 5030.34 154.44 1.354
81 72.83 4898.58 83.83 4893.08 143.37 5025.91 145.56 1.354
82 77.39 4896.31 88.39 4890.81 151.90 5031.59 154.44 1.354
83 81.94 4894.03 92.94 4888.53 152.48 5021.35 145.56 1.354
84 81.94 4894.03 92.94 4888.53 158.45 5033.29 158.89 1.354
85 72.83 4898.58 88.39 4890.81 145.59 5024.65 145.56 1.354
86 72.83 4898.58 83.83 4893.08 153.32 5045.80 167.78 1.354
87 72.83 4898.58 83.83 4893.08 149.34 5037.84 158.89 1.354
88 72.83 4898.58 79.28 4895.36 153.06 5050.98 172.22 1.354
89 81.94 4894.03 92.94 4888.53 166.40 5049.20 176.67 1.354
90 72.83 4898.58 97.50 4886.25 155.96 5033.99 158.89 1.354
91 77.39 4896.31 88.39 4890.81 155.88 5039.54 163.33 1.355
92 77.39 4896.31 88.39 4890.81 157.87 5043.52 167.78 1.355
93 72.83 4898.58 97.50 4886.25 157.95 5037.98 163.33 1.355
94 72.83 4898.58 97.50 4886.25 151.97 5026.01 150.00 1.355
95 77.39 4896.31 88.39 4890.81 149.91 5027.61 150.00 1.355
96 72.83 4898.58 79.28 4895.36 159.02 5062.91 185.56 1.355
97 72.83 4898.58 83.83 4893.08 157.29 5053.75 176.67 1.355
98 77.39 4896.31 88.39 4890.81 147.93 5023.63 145.56 1.355
99 72.83 4898.58 97.50 4886.25 153.96 5030.00 154.44 1.355
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 86.50 YL: 4891.75 XR: 97.50 YR: 4886.25
Centre: XC: 172.95 YC: 5050.90 Radius: R: 181.11
Generated failure surface: (20 points)
86.50 4891.75 87.07 4891.44 87.64 4891.14 88.21 4890.83 88.78
4890.53
89.36 4890.23 89.93 4889.93 90.51 4889.64 91.09 4889.34 91.66
4889.05
92.24 4888.76 92.82 4888.47 93.40 4888.19 93.99 4887.91 94.57
4887.62
95.15 4887.35 95.74 4887.07 96.32 4886.79 96.91 4886.52 97.50
4886.25
Slice Geometry and Properties - Critical Failure Surface (circle 1, 38 slices)
--------------------------------------------------------
Slice X-S ------------------- Base --------------------- PoreWater Normal Test
X-Left Area Angle Width Length Mad Cohesion Phi Weight Force Stress
Factor
1 86.50 0.00 28.4 0.28 0.32 2 0.00 34.0 0.17 370.17 1143.78 0.89
2 86.78 0.01 28.4 0.28 0.32 2 0.00 34.0 0.50 373.55 1153.72 0.90
3 87.07 0.01 28.2 0.29 0.32 2 0.00 34.0 0.81 376.31 1163.64 0.89
4 87.35 0.01 28.2 0.29 0.32 2 0.00 34.0 1.10 379.38 1173.47 0.89
5 87.64 0.01 28.0 0.29 0.32 2 0.00 34.0 1.37 382.52 1183.25 0.89
6 87.93 0.02 28.1 0.29 0.32 2 0.00 34.0 1.62 385.87 1192.98 0.89
7 88.21 0.02 27.8 0.29 0.32 2 0.00 34.0 1.87 388.64 1202.68 0.89
8 88.50 0.02 27.8 0.29 0.32 2 0.00 34.0 2.09 391.70 1212.35 0.89
9 88.78 0.02 27.6 0.29 0.32 2 0.00 34.0 2.29 394.80 1221.91 0.89
10 89.07 0.03 27.6 0.29 0.32 2 0.00 34.0 2.48 397.83 1231.49 0.89
11 89.36 0.03 27.4 0.29 0.32 2 0.00 34.0 2.65 400.83 1240.99 0.89
12 89.65 0.03 27.4 0.29 0.32 2 0.00 34.0 2.79 403.83 1250.40 0.89
13 89.93 0.03 27.2 0.29 0.32 2 0.00 34.0 2.94 406.91 1259.84 0.89
14 90.22 0.03 27.2 0.29 0.32 2 0.00 34.0 3.03 409.88 1269.14 0.89
15 90.51 0.03 26.9 0.29 0.32 2 0.00 34.0 3.14 412.57 1278.45 0.89
16 90.80 0.03 27.0 0.29 0.32 2 0.00 34.0 3.22 415.83 1287.70 0.89
17 91.09 0.03 26.8 0.29 0.32 2 0.00 34.0 3.27 418.86 1296.86 0.89