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

69 199.11 159.00 375.53 200.00 236.06 400.06 243.88 1.418
70 197.00 159.00 375.53 200.00 234.69 404.08 247.96 1.418
71 206.47 160.49 376.05 200.00 248.61 363.30 207.14 1.419
72 201.21 159.00 375.53 200.00 237.44 396.04 239.80 1.419
73 203.32 159.44 376.05 200.00 241.78 383.71 227.55 1.419
74 202.26 159.09 376.05 200.00 239.17 391.90 235.71 1.419
75 198.05 159.00 375.00 200.00 234.44 404.27 247.96 1.419
76 199.11 159.00 376.05 200.00 236.49 400.00 243.88 1.419
77 203.32 159.44 376.58 200.00 242.21 383.64 227.55 1.419
78 205.95 160.32 376.05 200.00 247.31 367.45 211.22 1.419
79 200.16 159.00 375.00 200.00 235.81 400.26 243.88 1.420
80 205.95 160.32 375.53 200.00 246.89 367.53 211.22 1.420
81 203.84 159.61 375.00 200.00 241.22 384.07 227.55 1.420
82 202.79 159.26 376.05 200.00 240.48 387.81 231.63 1.420
83 201.21 159.00 376.05 200.00 237.87 395.98 239.80 1.420
84 204.37 159.79 375.53 200.00 242.96 379.90 223.47 1.420
85 203.32 159.44 375.00 200.00 239.91 388.16 231.63 1.421
86 199.63 159.00 375.53 200.00 236.15 400.13 243.88 1.421
87 202.79 159.26 376.58 200.00 240.90 387.74 231.63 1.421
88 197.53 159.00 375.53 200.00 234.78 404.14 247.96 1.421
89 203.84 159.61 375.53 200.00 241.65 384.00 227.55 1.421
90 205.42 160.14 375.53 200.00 245.58 371.67 215.31 1.421
91 203.84 159.61 377.11 200.00 243.94 379.46 223.47 1.421
92 205.42 160.14 376.05 200.00 246.00 371.59 215.31 1.421
93 201.74 159.00 375.53 200.00 237.53 396.11 239.80 1.421
94 202.79 159.26 375.00 200.00 238.60 392.24 235.71 1.421
95 198.58 159.00 375.00 200.00 234.54 404.34 247.96 1.422
96 197.00 159.00 376.05 200.00 235.12 404.01 247.96 1.422
97 199.63 159.00 376.05 200.00 236.58 400.06 243.88 1.422
98 203.32 159.44 375.53 200.00 240.34 388.09 231.63 1.422
99 200.68 159.00 375.00 200.00 235.90 400.32 243.88 1.422
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 203.84 YL: 159.61 XR: 375.00 YR: 200.00
Centre: XC: 243.26 YC: 375.43 Radius: R: 219.39
Generated failure surface: (20 points)
203.84 159.61 213.24 158.11 222.70 157.01 232.20 156.32
241.72 156.05
251.24 156.19 260.75 156.74 270.22 157.71 279.64 159.08
289.00 160.86
298.27 163.05 307.43 165.64 316.47 168.62 325.38 171.99
334.13 175.75
342.71 179.88 351.10 184.38 359.29 189.24 367.26 194.45
375.00 200.00
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
1 203.84 3.62 -9.1 3.83 3.88 2 0.00 35.0 474.37 228.84
129.53 1.10
2 207.67 18.20 -9.1 5.57 5.64 3 100.00 18.0 2409.11 1150.19
453.16 1.05
3 213.24 26.98 -6.6 4.73 4.76 3 100.00 18.0 3589.39 1694.75
778.71 1.03
4 217.97 37.03 -6.6 4.73 4.76 3 100.00 18.0 4932.21 2326.23
1066.84 1.03
5 222.70 46.80 -4.1 4.75 4.76 3 100.00 18.0 6233.92 2928.13
1329.94 1.02
6 227.45 55.95 -4.1 4.75 4.76 3 100.00 18.0 7448.51 3500.41
1588.02 1.02
7 232.20 64.76 -1.6 4.76 4.76 3 100.00 18.0 8613.81 4042.49
1818.45 1.01
8 236.96 72.96 -1.6 4.76 4.76 3 100.00 18.0 9694.69 4554.45
2046.37 1.01
9 241.72 80.69 0.8 4.76 4.76 3 100.00 18.0 10709.78 5035.86
2244.46 1.00
10 246.48 87.92 0.8 4.76 4.76 3 100.00 18.0 11652.60 5486.59
2442.14 1.00
11 251.24 94.49 3.3 4.75 4.76 3 100.00 18.0 12505.38 5906.20
2608.20 0.99
12 256.00 100.71 3.3 4.75 4.76 3 100.00 18.0 13306.71 6294.81
2775.62 0.99
13 260.75 106.06 5.8 4.74 4.76 3 100.00 18.0 13988.80 6652.08
2909.97 0.98
14 265.49 111.25 5.8 4.74 4.76 3 100.00 18.0 14646.37 6977.87
3047.15 0.98
15 270.22 108.38 8.3 4.43 4.48 3 100.00 18.0 14240.99 6834.63
3146.97 0.98
16 274.65 112.06 8.3 4.43 4.48 3 100.00 18.0 14694.73 7066.86