2020-12-08_REVISION - M2008078 ‎(21)‎

• Permit No: M2008078
• IBM Index Class Name: REVISION
• Doc Date: 12/8/2020
• Doc Name Note: Part 5 of 6
• Doc Name: Request For Amendment To Permit
• From: Prowers Aggregate Operators, LLC
• To: DRMS
• Type & Sequence: AM2
• Email Name: AME
• Email Name: MAC
• Media Type: D
• Archive: No

69 209.84 161.61 380.53 200.00 249.09 385.75 227.55 2.574
70 207.74 161.00 381.05 200.00 245.50 397.80 239.80 2.574
71 210.89 161.96 381.05 200.00 252.06 377.46 219.39 2.574
72 209.32 161.44 380.00 200.00 246.42 394.21 235.71 2.574
73 211.95 162.32 381.05 200.00 254.60 369.19 211.22 2.574
74 211.42 162.14 381.05 200.00 253.33 373.33 215.31 2.574
75 210.37 161.79 380.53 200.00 250.37 381.65 223.47 2.574
76 205.11 161.00 380.00 200.00 241.28 410.43 252.04 2.575
77 203.53 161.00 381.05 200.00 241.85 410.11 252.04 2.575
78 203.00 161.00 380.53 200.00 240.38 414.38 256.12 2.575
79 207.74 161.00 381.05 200.00 244.53 402.09 243.88 2.576
80 209.84 161.61 381.05 200.00 249.51 385.68 227.55 2.576
81 208.79 161.26 380.00 200.00 245.15 398.29 239.80 2.576
82 203.53 161.00 380.00 200.00 240.05 414.51 256.12 2.576
83 207.21 161.00 381.05 200.00 244.44 402.02 243.88 2.576
84 209.32 161.44 381.05 200.00 248.24 389.78 231.63 2.576
85 209.32 161.44 380.53 200.00 247.82 389.85 231.63 2.577
86 205.63 161.00 381.05 200.00 243.19 406.10 247.96 2.577
87 207.21 161.00 380.00 200.00 242.61 406.42 247.96 2.578
88 206.68 161.00 380.53 200.00 242.95 406.29 247.96 2.578
89 209.84 161.61 380.00 200.00 247.70 390.13 231.63 2.578
90 205.11 161.00 381.58 200.00 243.51 405.97 247.96 2.578
91 210.37 161.79 380.00 200.00 248.97 386.04 227.55 2.578
92 210.89 161.96 380.00 200.00 250.25 381.94 223.47 2.578
93 208.26 161.09 380.00 200.00 243.87 402.35 243.88 2.579
94 213.00 162.67 380.00 200.00 255.34 365.44 207.14 2.579
95 209.84 161.61 381.58 200.00 249.93 385.61 227.55 2.579
96 205.63 161.00 380.00 200.00 241.37 410.49 252.04 2.579
97 204.05 161.00 381.05 200.00 241.95 410.18 252.04 2.579
98 205.11 161.00 380.53 200.00 241.71 410.37 252.04 2.579
99 208.79 161.26 381.58 200.00 247.40 393.79 235.71 2.579
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 206.68 YL: 161.00 XR: 380.00 YR: 200.00
Centre: XC: 244.44 YC: 397.80 Radius: R: 239.80
Generated failure surface: (20 points)
206.68 161.00 216.17 159.68 225.70 158.74 235.26 158.18
244.84 158.01
254.41 158.22 263.97 158.81 273.50 159.78 282.98 161.13
292.40 162.85
301.75 164.96 311.00 167.43 320.15 170.27 329.17 173.48
338.06 177.04
346.80 180.95 355.38 185.21 363.78 189.81 371.99 194.74
380.00 200.00
Slice Geometry and Properties - Critical Failure Surface (circle 1, 43 slices)
--------------------------------------------------------
Slice X-S ------------------- Base --------------------- PoreWater
Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force
Stress Factor
1 206.68 0.12 -7.9 1.32 1.33 3 100.00 18.0 16.97 2991.82
2264.99 1.03
2 208.00 4.69 -7.9 4.09 4.12 3 100.00 18.0 633.35 9385.63
2366.01 1.03
3 212.09 12.57 -7.9 4.09 4.12 3 100.00 18.0 1689.32 9531.82
2542.01 1.03
4 216.17 24.17 -5.6 4.77 4.79 3 100.00 18.0 3240.24 11221.82
2715.34 1.02
5 220.94 33.98 -5.6 4.77 4.79 3 100.00 18.0 4547.52 11362.13
2892.38 1.02
6 225.70 43.48 -3.3 4.78 4.79 3 100.00 18.0 5810.38 11473.82
3051.06 1.01
7 230.48 52.43 -3.3 4.78 4.79 3 100.00 18.0 6996.30 11557.11
3200.68 1.01
8 235.26 61.02 -1.0 4.79 4.79 3 100.00 18.0 8131.16 11612.07
3330.61 1.00
9 240.05 69.09 -1.0 4.79 4.79 3 100.00 18.0 9191.44 11638.29
3452.74 1.00
10 244.84 33.73 1.2 2.16 2.16 3 100.00 18.0 4482.15 5255.45
3528.09 1.00
11 247.00 61.25 1.2 3.71 3.71 3 100.00 18.0 8131.74 9001.98
3586.06 1.00
12 250.71 65.54 1.2 3.71 3.71 3 100.00 18.0 8689.98 8983.43
3659.31 1.00
13 254.41 90.36 3.5 4.78 4.79 3 100.00 18.0 11963.26 11545.50
3721.45 0.99
14 259.19 96.57 3.5 4.78 4.79 3 100.00 18.0 12762.30 11457.45
3788.54 0.99
15 263.97 101.97 5.8 4.76 4.79 3 100.00 18.0 13451.44 11340.89
3833.03 0.99
16 268.74 107.23 5.8 4.76 4.79 3 100.00 18.0 14116.65 11195.96