2019-06-17_PERMIT FILE - M2019034

• Permit No: M2019034
• IBM Index Class Name: Permit File
• Doc Date: 6/17/2019
• Doc Name: Application
• From: Schofield Excavation, Inc.
• To: DRMS
• Email Name: DMC
• Email Name: THM
• Media Type: D
• Archive: No

90 107.61 10147.46 191.34 10119.55 178.95 10221.94 103.13 2.683
91 102.39 10149.20 198.18 10117.27 179.49 10220.83 105.24 2.683
92 118.03 10143.99 198.18 10117.27 186.76 10216.59 99.97 2.683
93 118.03 10143.99 191.34 10119.55 186.35 10226.78 107.34 2.683
107.61 10147.46 191.34 10119.55 179.32 10223.04 104.18 2.683
107.61 10147.46 191.34 10119.55 176.72 10215.26 96.82 2.683
96 112.82 10145.73 198.18 10117.27 182.61 10212.83 96.82 2.684
97 112.82 10145.73 191.34 10119.55 184.12 10228.76 109.45 2.684
98 107.61 10147.46 191.34 10119.55 179.68 10224.14 105.24 2.684
99 107.61 10147.46 191.34 10119.55 176.35 10214.13 95.76 2.684
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 118.03 YL: 10143.99 XR: 191.34 YR: 10119.55
Centre: XC: 181.30 YC: 10211.61 Radius: R: 92.61
Generated failure surface: (20 points)
118.03 10143.99 121.15 10141.19 124.41 10138.54 127.77 10136.04 131.25 10133.69
134.83 10131.51 138.51 10129.49 142.27 10127.63 146.11 10125.95 150.03 10124.44
154.01 10123.12 158.05 10121.97 162.13 10121.01 166.25 10120.24 170.41 10119.65
174.58 10119.25 178.77 10119.04 182.97 10119.02 187.16 10119.19 191.34 10119.55
Slice Geometry and Properties - Critical Failure Surface (circle 1, 39 slices)
--------------------------------------------------------
Slice X-S ------------------- Base --------------------- PoreWater Normal Test
X-Left Area Angle Width Length Mad Cohesion Phi Weight Force Stress Factor
1 118.03 0.69 41.8 1.56 2.10 1 0.00 45.0 75.42 0.00 36.15 1.01
2 119.59 2.06 41.8 1.56 2.10 1 0.00 45.0 226.27 0.00 108.45 1.01
121.15 3.49 39.2 1.63 2.10 1 0.00 45.0 383.82 0.00 180.97 0.99
4 122.78 4.76 39.2 1.63 2.10 1 0.00 45.0 523.87 0.00 246.96 0.99
5 124.41 6.18 36.6 1.68 2.10 1 0.00 45.0 679.25 0.00 315.71 0.98
6 126.09 7.34 36.6 1.68 2.10 1 0.00 45.0 806.96 0.00 375.06 0.98
7 127.77 8.69 34.0 1.74 2.10 1 0.00 45.0 956.00 0.00 439.09 0.96
8 129.51 9.72 34.0 1.74 2.10 1 0.00 45.0 1069.58 0.00 491.17 0.96
9 131.25 10.99 31.4 1.79 2.10 1 0.00 45.0 1208.68 0.00 549.73 0.95
10 133.04 11.88 31.4 1.79 2.10 1 0.00 45.0 1306.38 0.00 594.06 0.95
11 134.83 9.63 28.8 1.37 1.56 1 0.00 45.0 1059.64 0.00 641.42 0.95
12 136.20 10.04 28.8 1.37 1.56 1 0.00 45.0 1104.38 0.00 668.51 0.95
13 137.57 7.09 28.8 0.94 1.07 1 0.00 45.0 779.63 17.11 694.05 0.95
14 138.51 14.73 26.2 1.88 2.10 1 0.00 45.0 1620.65 128.08 736.81 0.94
15 140.39 15.30 26.2 1.88 2.10 1 0.00 45.0 1682.73 249.44 773.55 0.94
16 142.27 16.10 23.6 1.92 2.10 1 0.00 45.0 1771.35 365.02 816.71 0.94
17 144.19 16.49 23.6 1.92 2.10 1 0.00 45.0 1813.69 475.15 842.91 0.94
18 146.11 17.09 21.0 1.96 2.10 1 0.00 45.0 1879.73 579.34 874.09 0.94
19 148.07 17.29 21.0 1.96 2.10 1 0.00 45.0 1901.60 678.03 889.77 0.94
20 150.03 17.67 18.4 1.99 2.10 1 0.00 45.0 1943.69 770.66 909.20 0.94
21 152.02 17.67 18.5 1.99 2.10 1 0.00 45.0 1943.69 857.58 913.70 0.94
22 154.01 17.82 15.8 2.02 2.10 1 0.00 45.0 1959.96 938.37 921.00 0.94
23 156.03 17.61 15.8 2.02 2.10 1 0.00 45.0 1937.63 1013.27 914.42 0.94
24 158.05 16.76 13.3 1.95 2.01 1 0.00 45.0 1843.87 1033.87 909.33 0.94
2` 160.00 17.86 13.2 2.13 2.19 1 0.00 45.0 1964.50 1193.35 911.95 0.94
162.13 16.76 10.7 2.06 2.10 1 0.00 45.0 1843.25 1201.88 934.42 0.95
27 164.19 16.14 10.7 2.06 2.10 1 0.00 45.0 1775.27 1252.64 945.27 0.95
28 166.25 15.54 8.1 2.08 2.10 1 0.00 45.0 1709.11 1297.37 956.64 0.96
29 168.33 14.71 8.1 2.08 2.10 1 0.00 45.0 1617.84 1335.71 956.86 0.96