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

78 439.00 8152.06 463.03 8139.69 678.10 8586.83 496.17 1.725
79 439.00 8152.06 463.03 8139.69 679.27 8589.09 498.72 1.725
80 439.00 8152.06 463.03 8139.69 678.81 8588.19 497.70 1.725
81 439.00 8152.06 463.03 8139.69 681.14 8592.72 502.81 1.725
82 439.00 8152.06 463.03 8139.69 678.34 8587.28 496.68 1.725
83 439.00 8152.06 463.03 8139.69 677.87 8586.37 495.66 1.725
84 439.00 8152.06 463.03 8139.69 676.47 8583.65 492.60 1.725
85 439.00 8152.06 463.03 8139.69 676.23 8583.20 492.09 1.725
86 439.00 8152.06 463.03 8139.69 680.21 8590.91 500.77 1.725
87 439.00 8152.06 463.03 8139.69 677.17 8585.01 494.13 1.725
88 439.00 8152.06 463.03 8139.69 676.94 8584.56 493.62 1.725
89 439.00 8152.06 463.03 8139.69 679.74 8590.00 499.74 1.725
90 439.00 8152.06 463.03 8139.69 678.57 8587.73 497.19 1.725
91 439.00 8152.06 463.03 8139.69 675.77 8582.29 491.07 1.725
92 439.00 8152.06 463.03 8139.69 675.53 8581.83 490.56 1.725
93 439.00 8152.06 463.03 8139.69 674.13 8579.11 487.50 1.725
94 439.00 8152.06 463.03 8139.69 676.00 8582.74 491.58 1.725
95 439.00 8152.06 463.03 8139.69 676.70 8584.10 493.11 1.725
96 439.00 8152.06 463.03 8139.69 675.07 8580.93 489.54 1.725
97 439.00 8152.06 463.03 8139.69 674.36 8579.57 488.01 1.725
98 439.00 8152.06 463.03 8139.69 674.83 8580.47 489.03 1.725
99 439.00 8152.06 463.03 8139.69 674.60 8580.02 488.52 1.725
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 439.00 YL: 8152.06 XR: 461.00 YR: 8140.73
Centre: XC: 681.54 YC: 8596.00 Radius: R: 505.87
Generated failure surface: (20 points)
439.00 8152.06 440.14 8151.44 441.29 8150.82 442.44 8150.20 443.59 8149.59
444.74 8148.98 445.89 8148.37 447.04 8147.76 448.20 8147.16 449.35 8146.56
450.51 8145.97 451.67 8145.37 452.83 8144.78 453.99 8144.20 455.16 8143.61
456.32 8143.03 457.49 8142.45 458.66 8141.88 459.83 8141.30 461.00 8140.73
Slice Geometry and Properties - Critical Failure Surface (circle 1, 38 slices)
--------------------------------------------------------
Slice X-S ------------------- Base --------------------- PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor
1 439.00 0.00 28.6 0.57 0.65 3 0.00 45.0 0.52 0.00 0.69 0.87
2 439.57 0.01 28.6 0.57 0.65 3 0.00 45.0 1.60 0.00 2.12 0.87
3 440.14 0.02 28.4 0.57 0.65 3 0.00 45.0 2.58 0.00 3.44 0.87
4 440.72 0.03 28.4 0.57 0.65 3 0.00 45.0 3.54 0.00 4.70 0.87
5 441.29 0.04 28.3 0.57 0.65 3 0.00 45.0 4.44 0.00 5.90 0.87
6 441.86 0.05 28.3 0.57 0.65 3 0.00 45.0 5.27 0.00 7.00 0.87
7 442.44 0.05 28.1 0.57 0.65 3 0.00 45.0 6.02 0.00 7.99 0.87
8 443.01 0.06 28.1 0.57 0.65 3 0.00 45.0 6.79 0.00 9.02 0.87
9 443.59 0.07 28.0 0.58 0.65 3 0.00 45.0 7.41 0.00 9.85 0.87
10 444.16 0.07 28.0 0.58 0.65 3 0.00 45.0 8.03 0.00 10.68 0.87
11 444.74 0.08 27.8 0.58 0.65 3 0.00 45.0 8.60 0.00 11.43 0.87
12 445.31 0.08 27.8 0.58 0.65 3 0.00 45.0 9.03 0.00 12.01 0.87
13 445.89 0.09 27.7 0.58 0.65 3 0.00 45.0 9.48 0.00 12.60 0.87
14 446.46 0.09 27.7 0.58 0.65 3 0.00 45.0 9.85 0.00 13.09 0.87