2021-02-08_PERMIT FILE - M2021009 ‎(11)‎

• Permit No: M2021009
• IBM Index Class Name: PERMIT FILE
• Doc Date: 2/8/2021
• Doc Name Note: Part 2 of 3
• Doc Name: Application
• From: Young Ranch Resource LLC
• To: DRMS
• Email Name: AME
• Email Name: MAC
• Media Type: D
• Archive: No

82 215.00 8265.27 221.16 8245.55 713.00 8410.05 518.62 0.337
83 215.00 8265.27 221.16 8245.55 712.52 8409.90 518.11 0.337
84 215.00 8265.27 221.16 8245.55 712.03 8409.75 517.60 0.337
85 215.00 8265.27 221.16 8245.55 711.54 8409.59 517.09 0.337
86 215.00 8265.27 221.16 8245.55 711.06 8409.44 516.58 0.337
87 215.00 8265.27 221.16 8245.55 710.57 8409.29 516.07 0.337
88 215.00 8265.27 221.16 8245.55 710.08 8409.14 515.56 0.337
89 215.00 8265.27 221.16 8245.55 709.59 8408.98 515.05 0.337
90 215.00 8265.27 221.16 8245.55 709.11 8408.83 514.54 0.337
91 215.00 8265.27 221.16 8245.55 708.13 8408.53 513.52 0.337
92 215.00 8265.27 221.16 8245.55 708.62 8408.68 514.03 0.337
93 215.00 8265.27 221.16 8245.55 707.65 8408.38 513.01 0.337
94 215.00 8265.27 221.16 8245.55 707.16 8408.22 512.50 0.337
95 215.00 8265.27 221.16 8245.55 706.67 8408.07 511.99 0.337
96 215.00 8265.27 221.16 8245.55 706.18 8407.92 511.48 0.337
97 215.00 8265.27 221.16 8245.55 705.70 8407.77 510.97 0.337
98 215.00 8265.27 221.16 8245.55 705.21 8407.61 510.46 0.337
99 215.00 8265.27 221.16 8245.55 704.72 8407.46 509.95 0.337
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 410.00 YL: 8165.27 XR: 415.08 YR: 8148.06
Centre: XC: 925.04 YC: 8307.97 Radius: R: 534.44
Generated failure surface: (20 points)
410.00 8165.27 410.25 8164.36 410.51 8163.45 410.76 8162.54 411.02 8161.63
411.28 8160.72 411.54 8159.82 411.80 8158.91 412.07 8158.00 412.33 8157.10
412.60 8156.19 412.87 8155.29 413.14 8154.38 413.41 8153.48 413.69 8152.57
413.96 8151.67 414.24 8150.77 414.52 8149.86 414.80 8148.96 415.08 8148.06
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
1 410.00 0.03 74.5 0.13 0.47 3 0.00 45.0 3.17 0.00 2.06 0.31
2 410.13 0.09 74.5 0.13 0.47 3 0.00 45.0 9.50 0.00 6.18 0.31
3 410.25 0.14 74.4 0.13 0.47 3 0.00 45.0 15.93 0.00 10.37 0.31
4 410.38 0.20 74.4 0.13 0.47 3 0.00 45.0 22.29 0.00 14.50 0.31
5 410.51 0.26 74.3 0.13 0.47 3 0.00 45.0 28.86 0.00 18.78 0.31
6 410.64 0.32 74.3 0.13 0.47 3 0.00 45.0 35.26 0.00 22.94 0.31
7 410.76 0.38 74.2 0.13 0.47 3 0.00 45.0 41.91 0.00 27.28 0.31
8 410.89 0.44 74.2 0.13 0.47 3 0.00 45.0 48.34 0.00 31.47 0.31
9 411.02 0.50 74.1 0.13 0.47 3 0.00 45.0 55.14 0.00 35.88 0.31
10 411.15 0.56 74.1 0.13 0.47 3 0.00 45.0 61.62 0.00 40.09 0.31
11 411.28 0.62 74.0 0.13 0.47 3 0.00 45.0 68.51 0.00 44.55 0.31
12 411.41 0.68 74.0 0.13 0.47 3 0.00 45.0 75.02 0.00 48.83 0.31
13 411.54 0.75 73.9 0.13 0.47 3 0.00 45.0 82.05 0.00 53.38 0.31
14 411.67 0.81 73.9 0.13 0.47 3 0.00 45.0 88.60 0.00 57.58 0.31
15 411.80 0.87 73.7 0.13 0.47 3 0.00 45.0 95.75 0.00 62.32 0.31
16 411.94 0.93 73.8 0.13 0.47 3 0.00 45.0 102.34 0.00 66.55 0.31
17 412.07 1.00 73.7 0.13 0.47 3 0.00 45.0 109.56 0.00 71.27 0.31
18 412.20 1.06 73.7 0.13 0.47 3 0.00 45.0 116.18 0.00 75.58 0.31