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2020-12-08_REVISION - M2008078 (21)
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2020-12-08_REVISION - M2008078 (21)
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Entry Properties
Last modified
1/9/2025 5:56:07 AM
Creation date
12/14/2020 7:14:10 AM
Metadata
Fields
Template:
DRMS Permit Index
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
MAC
Media Type
D
Archive
No
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67 161.47 145.49 406.05 198.95 216.78 478.69 337.76 3.175 <br /> 68 160.95 145.32 406.05 198.95 215.53 482.77 341.84 3.181 <br /> 69 162.00 145.67 406.05 198.95 218.03 474.60 333.67 3.184 <br /> 70 160.42 145.14 406.05 198.95 214.28 486.84 345.92 3.197 <br /> 71 160.95 145.32 405.53 199.47 215.42 478.65 337.76 3.225 <br /> 72 159.89 144.96 406.05 198.95 213.03 490.91 350.00 3.226 <br /> 73 161.47 145.49 405.53 199.47 216.68 474.57 333.67 3.231 <br /> 74 160.42 145.14 405.53 199.47 214.16 482.73 341.84 3.234 <br /> 75 162.00 145.67 405.53 199.47 217.94 470.48 329.59 3.254 <br /> 76 159.89 144.96 405.53 199.47 212.90 486.80 345.92 3.258 <br /> 77 160.95 145.32 405.00 200.00 215.33 474.53 333.67 3.279 <br /> 78 160.42 145.14 405.00 200.00 214.07 478.61 337.76 3.280 <br /> 79 161.47 145.49 405.00 200.00 216.60 470.44 329.59 3.296 <br /> 80 159.89 144.96 405.00 200.00 212.80 482.68 341.84 3.299 <br /> 81 159.37 144.79 405.53 199.47 211.64 490.86 350.00 3.301 <br /> 82 162.00 145.67 405.00 200.00 217.87 466.35 325.51 3.335 <br /> 83 159.37 144.79 405.00 200.00 211.53 486.75 345.92 3.339 <br /> 84 158.84 144.61 405.00 200.00 210.26 490.82 350.00 3.388 <br /> 85 162.00 145.67 408.68 196.32 219.66 490.88 350.00 3.474 <br /> 86 161.47 145.49 408.16 196.84 218.27 490.85 350.00 3.497 <br /> 87 162.00 145.67 407.63 197.37 219.32 482.66 341.84 3.502 <br /> 88 161.47 145.49 407.11 197.89 217.95 482.63 341.84 3.503 <br /> 89 162.00 145.67 408.16 196.84 219.48 486.78 345.92 3.512 <br /> 90 160.95 145.32 407.63 197.37 216.88 490.82 350.00 3.514 <br /> 91 162.00 145.67 407.11 197.89 219.19 478.55 337.76 3.518 <br /> 92 161.47 145.49 407.63 197.37 218.10 486.74 345.92 3.519 <br /> 93 160.95 145.32 406.58 198.42 216.58 482.59 341.84 3.519 <br /> 94 162.00 145.67 406.58 198.42 219.07 474.42 333.67 3.519 <br /> 95 161.47 145.49 406.58 198.42 217.83 478.51 337.76 3.522 <br /> 96 160.95 145.32 407.11 197.89 216.72 486.71 345.92 3.524 <br /> 97 162.00 145.67 406.05 198.95 218.97 470.30 329.59 3.535 <br /> 98 161.47 145.49 406.05 198.95 217.72 474.39 333.67 3.535 <br /> 99 160.42 145.14 407.11 197.89 215.49 490.78 350.00 3.543 <br /> Critical Failure Surface (circle 1) <br /> ------------------------ <br /> Intersects: XL: 159.37 YL: 144.79 XR: 405.00 YR: 200.00 <br /> Centre: XC: 210.57 YC: 491.02 Radius: R: 350.00 <br /> Generated failure surface: (20 points) <br /> 159.37 144.79 172.81 143.07 186.31 141.87 199.85 141.19 <br /> 213.40 141.04 <br /> 226.95 141.41 240.47 142.30 253.95 143.72 267.37 145.66 <br /> 280.69 148.12 <br /> 293.92 151.09 307.02 154.58 319.97 158.56 332.76 163.05 <br /> 345.37 168.02 <br /> 357.77 173.49 369.95 179.42 381.90 185.83 393.59 192.69 <br /> 405.00 200.00 <br /> Slice Geometry and Properties - Critical Failure Surface (circle 1, 43 slices) <br /> -------------------------------------------------------- <br /> Slice X-S ------------------- Base --------------------- PoreWater <br /> Normal Test <br /> X-Left Area Angle Width Length Matl Cohesion Phi Weight Force <br /> Stress Factor <br /> 1 159.37 8.76 -7.3 6.16 6.21 2 0.00 35.0 1147.37 20389.60 <br /> 3383.11 1.04 <br /> 2 165.53 32.94 -7.3 7.28 7.34 3 100.00 18.0 4349.41 24495.27 <br /> 3660.10 1.02 <br /> 3 172.81 51.50 -5.1 6.75 6.78 3 100.00 18.0 6829.25 22933.39 <br /> 3928.09 1.01 <br /> 4 179.56 70.74 -5.1 6.75 6.78 3 100.00 18.0 9390.27 23187.28 <br /> 4169.07 1.01 <br /> 5 186.31 89.35 -2.9 6.77 6.78 3 100.00 18.0 11861.27 23385.83 <br /> 4386.38 1.01 <br /> 6 193.08 106.92 -2.9 6.77 6.78 3 100.00 18.0 14184.71 23529.01 <br /> 4589.89 1.01 <br /> 7 199.85 123.75 -0.6 6.78 6.78 3 100.00 18.0 16403.68 23616.76 <br /> 4768.19 1.00 <br /> 8 206.62 139.57 -0.6 6.78 6.78 3 100.00 18.0 18481.68 23649.04 <br /> 4934.10 1.00 <br /> 9 213.40 154.45 1.6 6.77 6.78 3 100.00 18.0 20427.79 23626.06 <br /> 5073.47 1.00 <br /> 10 220.18 168.49 1.6 6.77 6.78 3 100.00 18.0 22253.95 23547.42 <br /> 5201.72 1.00 <br /> 11 226.95 181.29 3.8 6.76 6.78 3 100.00 18.0 23909.35 23413.04 <br /> 5302.29 1.00 <br /> 12 233.71 193.50 3.8 6.76 6.78 3 100.00 18.0 25478.51 23223.45 <br /> 5392.86 1.00 <br /> 13 240.47 204.12 6.0 6.74 6.78 3 100.00 18.0 26830.46 22978.62 <br /> 5454.81 0.99 <br /> 14 247.21 214.48 6.0 6.74 6.78 3 100.00 18.0 28139.44 22678.56 <br /> 5507.74 0.99 <br /> 15 253.95 62.50 8.2 1.91 1.93 3 100.00 18.0 8189.62 6388.83 <br />
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