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 56.89 4904.37 95.22 4887.39 128.02 5013.18 130.00 1.520
81 66.00 4901.33 77.00 4896.50 123.74 5017.81 130.00 1.525
82 66.00 4901.33 77.00 4896.50 125.53 5021.88 134.44 1.525
83 66.00 4901.33 77.00 4896.50 134.48 5042.24 156.67 1.526
84 66.00 4901.33 77.00 4896.50 136.27 5046.31 161.11 1.526
85 66.00 4901.33 77.00 4896.50 129.11 5030.03 143.33 1.526
86 66.00 4901.33 77.00 4896.50 127.32 5025.95 138.89 1.526
87 66.00 4901.33 77.00 4896.50 130.90 5034.10 147.78 1.526
88 66.00 4901.33 77.00 4896.50 138.06 5050.39 165.56 1.526
89 66.00 4901.33 77.00 4896.50 139.85 5054.46 170.00 1.527
90 66.00 4901.33 77.00 4896.50 132.69 5038.17 152.22 1.527
91 56.89 4904.37 90.67 4889.67 141.23 5051.97 170.00 1.544
92 56.89 4904.37 90.67 4889.67 139.45 5047.87 165.56 1.544
93 56.89 4904.37 90.67 4889.67 137.66 5043.77 161.11 1.545
94 56.89 4904.37 90.67 4889.67 135.88 5039.67 156.67 1.545
95 56.89 4904.37 90.67 4889.67 134.09 5035.56 152.22 1.546
96 56.89 4904.37 90.67 4889.67 132.30 5031.46 147.78 1.546
97 56.89 4904.37 90.67 4889.67 130.51 5027.35 143.33 1.547
98 56.89 4904.37 90.67 4889.67 128.72 5023.24 138.89 1.547
99 56.89 4904.37 90.67 4889.67 126.93 5019.13 134.44 1.548
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 66.00 YL: 4901.33 XR: 95.22 YR: 4887.39
Centre: XC: 151.57 YC: 5043.06 Radius: R: 165.56
Generated failure surface: (20 points)
66.00 4901.33 67.47 4900.46 68.94 4899.60 70.42 4898.75 71.92
4897.93
73.42 4897.11 74.93 4896.31 76.44 4895.53 77.97 4894.77 79.50
4894.01
81.04 4893.28 82.59 4892.56 84.14 4891.86 85.71 4891.17 87.28
4890.50
88.85 4889.84 90.44 4889.21 92.02 4888.58 93.62 4887.98 95.22
4887.39
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 66.00 0.07 30.8 0.73 0.85 2 0.00 34.0 7.01 473.10 557.19 0.90
2 66.73 0.21 30.8 0.73 0.85 2 0.00 34.0 20.97 496.52 589.92 0.90
3 67.47 0.35 30.2 0.74 0.85 2 0.00 34.0 34.86 519.51 622.40 0.90
4 68.20 0.49 30.3 0.74 0.85 2 0.00 34.0 48.33 542.57 654.50 0.90
5 68.94 0.43 29.6 0.53 0.61 2 0.00 34.0 42.85 401.29 681.87 0.90
6 69.47 0.50 29.7 0.53 0.61 2 0.00 34.0 49.38 412.91 704.24 0.90
7 70.00 0.43 29.6 0.42 0.49 2 0.00 34.0 42.74 338.55 723.40 0.90
8 70.42 0.79 29.0 0.75 0.85 2 0.00 34.0 77.82 609.74 745.01 0.90
9 71.17 0.82 29.1 0.75 0.85 2 0.00 34.0 80.89 631.99 772.07 0.90
10 71.92 0.85 28.5 0.75 0.85 2 0.00 34.0 84.03 653.80 798.87 0.90
11 72.67 0.87 28.5 0.75 0.85 2 0.00 34.0 86.43 675.49 825.22 0.90
12 73.42 0.90 27.9 0.75 0.85 2 0.00 34.0 88.87 696.89 851.30 0.90
13 74.17 0.91 27.9 0.75 0.85 2 0.00 34.0 90.51 718.33 876.82 0.90
14 74.93 0.93 27.3 0.76 0.85 2 0.00 34.0 92.29 739.22 902.19 0.90
15 75.68 0.94 27.3 0.76 0.85 2 0.00 34.0 93.13 760.02 926.90 0.90
16 76.44 0.95 26.7 0.76 0.85 2 0.00 34.0 94.17 780.65 951.46 0.90
17 77.20 0.95 26.7 0.76 0.85 2 0.00 34.0 94.36 801.09 975.48 0.90