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

93 121.95 10142.68 191.34 10119.55 186.10 10219.47 100.06 2.681
94 115.42 10144.86 198.18 10117.27 185.16 10216.14 99.72 2.681
95 108.89 10147.04 191.34 10119.55 178.58 10218.68 99.94 2.681
96 108.89 10147.04 191.34 10119.55 178.66 10218.91 100.17 2.681
108.89 10147.04 191.34 10119.55 178.50 10218.45 99.72 2.681
108.89 10147.04 191.34 10119.55 178.54 10218.56 99.83 2.681
99 108.89 10147.04 191.34 10119.55 178.46 10218.33 99.61 2.681
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 115.42 YL: 10144.86 XR: 194.76 YR: 10118.41
Centre: XC: 183.99 YC: 10218.33 Radius: R: 100.50
Generated failure surface: (20 points)
115.42 10144.86 118.81 10141.84 122.33 1013 8.97 125.98 1013 6.27 129.74 1013 3.73
133.62 10131.37 137.60 10129.18 141.67 10127.18 145.83 10125.36 150.07 10123.73
154.37 10122.30 158.74 10121.06 163.16 10120.02 167.62 10119.18 172.11 10118.54
176.63 10118.10 181.16 10117.87 185.70 10117.85 190.24 10118.03 194.76 10118.41
Slice Geometry and Properties - Critical Failure Surface (circle 1, 39 slices)
--------------------------------------------------------
Slice X-S ------------------- Base --------------------- PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor
1 115.42 0.80 41.7 1.69 2.27 1 0.00 45.0 88.25 0.00 39.08 1.00
2 117.11 2.40 41.7 1.69 2.27 1 0.00 45.0 264.39 0.00 117.06 1.00
3 118.81 4.08 39.1 1.76 2.27 1 0.00 45.0 448.37 0.00 195.30 0.99
4 120.57 5.56 39.1 1.76 2.27 1 0.00 45.0 612.14 0.00 266.63 0.99
5 122.33 7.21 36.5 1.82 2.27 1 0.00 45.0 793.44 0.00 340.76 0.97
124.15 8.57 36.6 1.82 2.27 1 0.00 45.0 942.88 0.00 404.88 0.97
125.98 10.15 34.0 1.88 2.27 1 0.00 45.0 1116.67 0.00 473.85 0.96
8 127.86 11.36 34.0 1.88 2.27 1 0.00 45.0 1249.53 0.00 530.31 0.96
9 129.74 12.83 31.4 1.94 2.27 1 0.00 45.0 1411.57 0.00 593.23 0.95
10 131.68 13.87 31.4 1.94 2.27 1 0.00 45.0 1525.64 0.00 641.18 0.95
11 133.62 19.18 28.8 2.49 2.84 1 0.00 45.0 2109.43 0.00 702.21 0.95
12 136.11 12.07 28.8 1.49 1.70 1 0.00 45.0 1328.07 43.19 745.76 0.95
13 137.60 17.20 26.2 2.04 2.27 1 0.00 45.0 1892.14 186.58 797.56 0.94
14 139.63 17.86 26.2 2.04 2.27 1 0.00 45.0 1964.77 328.68 837.30 0.94
15 141.67 18.80 23.6 2.08 2.27 1 0.00 45.0 2067.85 463.82 883.47 0.94
16 143.75 19.25 23.6 2.08 2.27 1 0.00 45.0 2117.24 592.68 911.74 0.94
17 145.83 19.95 21.0 2.12 2.27 1 0.00 45.0 2194.65 714.68 945.29 0.94
18 147.95 20.18 21.0 2.12 2.27 1 0.00 45.0 2219.91 830.04 962.11 0.94
19 150.07 20.63 18.4 2.15 2.27 1 0.00 45.0 2269.12 938.59 982.88 0.94
20 152.22 20.63 18.4 2.15 2.27 1 0.00 45.0 2268.89 1040.11 987.74 0.94
21 154.37 20.80 15.9 2.18 2.27 1 0.00 45.0 2287.61 1134.90 995.13 0.94
22 156.56 20.56 15.8 2.18 2.27 1 0.00 45.0 2261.79 1222.58 988.23 0.94
23 158.74 11.73 13.2 1.26 1.30 1 0.00 45.0 1290.44 735.06 986.23 0.94
24 160.00 14.46 13.3 1.58 1.62 1 0.00 45.0 1591.12 953.91 989.02 0.94
25 161.58 14.22 13.3 1.58 1.62 1 0.00 45.0 1564.31 991.56 1005.49 0.94
26 163.16 19.56 10.7 2.23 2.27 1 0.00 45.0 2151.63 1443.66 1026.06 0.95
27 165.39 18.84 10.7 2.23 2.27 1 0.00 45.0 2072.34 1503.40 1037.89 0.95
28 167.62 18.14 8.1 2.25 2.27 1 0.00 45.0 1994.91 1555.76 1050.20 0.96
169.87 17.17 8.1 2.25 2.27 1 0.00 45.0 1888.68 1600.97 1050.70 0.96
30 172.11 16.17 5.5 2.26 2.27 1 0.00 45.0 1778.74 1638.82 1050.94 0.97
31 174.37 14.96 5.5 2.26 2.27 1 0.00 45.0 1645.74 1669.73 1039.89 0.97
32 176.63 13.68 2.9 2.27 2.27 1 0.00 45.0 1504.39 1693.23 1027.82 0.98