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

6 246.76 45.42 34.9 3.40 4.14 3 0.00 45.0 4996.49 0.00 1080.08 0.90
7 250.15 53.98 34.0 3.43 4.14 3 0.00 45.0 5937.66 0.00 1281.03 0.89
8 253.59 61.94 34.0 3.43 4.14 3 0.00 45.0 6813.57 0.00 1470.01 0.89
9 257.02 70.55 33.1 3.47 4.14 3 0.00 45.0 7760.52 0.00 1671.39 0.89
10 260.49 78.41 33.1 3.47 4.14 3 0.00 45.0 8624.83 0.00 1857.54 0.89
11 263.97 93.76 32.2 3.76 4.45 3 0.00 45.0 10313.12 0.00 2066.12 0.89
12 267.73 35.94 32.2 2.50 2.95 3 0.00 45.0 3953.93 0.00 1192.71 0.89
13 270.23 2.17 32.2 0.75 0.88 3 0.00 45.0 238.98 0.00 240.66 0.89
14 270.98 14.92 31.3 3.54 4.14 3 0.00 45.0 1641.06 0.00 352.49 0.89
15 274.52 22.54 31.3 3.54 4.14 3 0.00 45.0 2479.44 0.00 532.57 0.89
16 278.06 30.35 30.4 3.57 4.14 3 0.00 45.0 3338.21 0.00 716.37 0.89
17 281.64 37.84 30.4 3.57 4.14 3 0.00 45.0 4162.34 0.00 893.22 0.89
18 285.21 45.65 29.5 3.61 4.14 3 0.00 45.0 5021.08 0.00 1076.79 0.89
19 288.82 53.00 29.5 3.61 4.14 3 0.00 45.0 5829.95 0.00 1250.11 0.89
20 292.43 60.79 28.6 3.64 4.14 3 0.00 45.0 6686.56 0.00 1433.15 0.89
21 296.07 68.00 28.6 3.64 4.14 3 0.00 45.0 7479.80 0.00 1603.18 0.89
22 299.71 75.74 27.6 3.67 4.14 3 0.00 45.0 8331.74 0.00 1785.53 0.89
23 303.38 82.80 27.7 3.67 4.14 3 0.00 45.0 9108.13 0.00 1951.81 0.89
24 307.05 90.48 26.7 3.70 4.14 3 0.00 45.0 9953.30 0.00 2133.09 0.89
25 310.75 97.39 26.7 3.70 4.14 3 0.00 45.0 10712.38 0.00 2295.89 0.89
26 314.45 50.44 25.8 1.82 2.02 3 0.00 45.0 5548.84 0.00 2435.41 0.89
27 316.27 40.59 25.8 2.50 2.78 3 0.00 45.0 4464.72 0.00 1427.91 0.89
28 318.77 16.00 25.8 3.14 3.49 3 0.00 45.0 1760.43 0.00 448.58 0.89
29 321.91 25.30 24.9 3.76 4.14 3 0.00 45.0 2783.29 0.00 597.00 0.89
30 325.67 31.86 24.9 3.76 4.14 3 0.00 45.0 3505.10 0.00 751.82 0.89
31 329.42 38.59 24.0 3.79 4.14 3 0.00 45.0 4245.20 0.00 911.26 0.89
32 333.21 44.97 24.0 3.79 4.14 3 0.00 45.0 4947.20 0.00 1062.02 0.89
33 336.99 51.60 23.1 3.81 4.14 3 0.00 45.0 5676.01 0.00 1219.73 0.89
34 340.81 57.80 23.1 3.81 4.14 3 0.00 45.0 6357.80 0.00 1366.23 0.89
35 344.62 64.30 22.2 3.84 4.14 3 0.00 45.0 7073.32 0.00 1522.08 0.89
36 348.45 70.31 22.2 3.84 4.14 3 0.00 45.0 7733.81 0.00 1664.12 0.89
37 352.29 76.68 21.3 3.86 4.14 3 0.00 45.0 8434.98 0.00 1817.88 0.89
38 356.15 82.49 21.3 3.86 4.14 3 0.00 45.0 9073.69 0.00 1955.54 0.89
39 360.01 54.21 20.4 2.40 2.56 3 0.00 45.0 5963.22 0.00 2081.57 0.89
40 362.42 56.35 20.4 2.40 2.56 3 0.00 45.0 6198.93 0.00 2163.68 0.89
41 364.82 28.54 20.4 2.96 3.16 3 0.00 45.0 3139.78 0.00 888.55 0.89
X-S Area: 2015.17 Path Length: 157.47 X-S Weight: 221668.88
DATA: Analysis 4 - Mining complete to final bedrock bottom
Material Properties (3 materials)
-------------------
Material: 1 (Mohr-Coulomb Isotropic) - Crusher Waste Fines
Cohesion Phi UnitWeight Ru
0.03 34.0 116.90 Auto
Material: 2 (Mohr-Coulomb Isotropic) - Gniess
Cohesion Phi UnitWeight Ru
400000.00 30.0 160.00 Auto