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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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67 167.47 147.49 410.53 199.47 224.24 476.30 333.67 2.034 <br /> 68 166.95 147.32 411.58 198.42 223.30 488.61 345.92 2.035 <br /> 69 166.95 147.32 411.05 198.95 223.14 484.50 341.84 2.036 <br /> 70 166.42 147.14 410.00 200.00 221.64 480.35 337.76 2.036 <br /> 71 166.95 147.32 412.11 197.89 223.48 492.72 350.00 2.037 <br /> 72 165.89 146.96 410.00 200.00 220.39 484.43 341.84 2.037 <br /> 73 166.95 147.32 410.00 200.00 222.88 476.27 333.67 2.038 <br /> 74 166.42 147.14 410.53 199.47 221.76 484.47 341.84 2.042 <br /> 75 168.00 147.67 410.00 200.00 225.37 468.08 325.51 2.042 <br /> 76 165.89 146.96 410.53 199.47 220.53 488.54 345.92 2.044 <br /> 77 166.95 147.32 410.53 199.47 223.00 480.39 337.76 2.045 <br /> 78 167.47 147.49 410.00 200.00 224.12 472.18 329.59 2.045 <br /> 79 165.37 146.79 410.00 200.00 219.14 488.50 345.92 2.045 <br /> 80 165.37 146.79 410.53 199.47 219.29 492.61 350.00 2.049 <br /> 81 166.42 147.14 411.05 198.95 221.91 488.58 345.92 2.049 <br /> 82 166.42 147.14 411.58 198.42 222.08 492.69 350.00 2.050 <br /> 83 164.84 146.61 410.00 200.00 217.90 492.57 350.00 2.052 <br /> 84 165.89 146.96 411.05 198.95 220.69 492.65 350.00 2.053 <br /> 85 165.89 146.96 410.00 200.00 221.32 480.14 337.76 2.109 <br /> 86 165.37 146.79 410.00 200.00 220.08 484.22 341.84 2.111 <br /> 87 166.42 147.14 410.00 200.00 222.57 476.06 333.67 2.111 <br /> 88 165.89 146.96 410.53 199.47 221.45 484.26 341.84 2.115 <br /> 89 166.42 147.14 410.53 199.47 222.68 480.18 337.76 2.116 <br /> 90 166.95 147.32 410.00 200.00 223.81 471.97 329.59 2.116 <br /> 91 165.37 146.79 410.53 199.47 220.21 488.33 345.92 2.117 <br /> 92 164.84 146.61 410.00 200.00 218.83 488.29 345.92 2.119 <br /> 93 166.95 147.32 410.53 199.47 223.92 476.09 333.67 2.120 <br /> 94 166.42 147.14 411.05 198.95 222.82 484.29 341.84 2.122 <br /> 95 164.84 146.61 410.53 199.47 218.97 492.40 350.00 2.123 <br /> 96 165.89 146.96 411.05 198.95 221.59 488.37 345.92 2.123 <br /> 97 166.95 147.32 411.05 198.95 224.05 480.21 337.76 2.124 <br /> 98 167.47 147.49 410.00 200.00 225.06 467.87 325.51 2.125 <br /> 99 167.47 147.49 410.53 199.47 225.16 472.00 329.59 2.126 <br /> Critical Failure Surface (circle 1) <br /> ------------------------ <br /> Intersects: XL: 166.42 YL: 147.14 XR: 410.00 YR: 200.00 <br /> Centre: XC: 219.78 YC: 488.92 Radius: R: 345.92 <br /> Generated failure surface: (20 points) <br /> 166.42 147.14 179.72 145.33 193.07 144.03 206.47 143.26 <br /> 219.89 143.00 <br /> 233.30 143.27 246.70 144.05 260.06 145.35 273.35 147.17 <br /> 286.57 149.51 <br /> 299.68 152.36 312.67 155.71 325.53 159.56 338.22 163.91 <br /> 350.74 168.75 <br /> 363.06 174.07 375.16 179.87 387.03 186.12 398.65 192.84 <br /> 410.00 200.00 <br /> Slice Geometry and Properties - Critical Failure Surface (circle 1, 45 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 /> 1 166.42 4.11 -7.8 4.18 4.22 2 0.00 35.0 538.34 258.80 <br /> 132.78 1.07 <br /> 2 170.60 12.33 -7.8 4.18 4.22 2 0.00 35.0 1615.00 776.39 <br /> 398.35 1.07 <br /> 3 174.79 25.08 -7.8 4.93 4.98 3 100.00 18.0 3301.49 1579.20 <br /> 687.78 1.04 <br /> 4 179.72 51.30 -5.5 6.68 6.71 3 100.00 18.0 6786.52 3216.00 <br /> 1032.49 1.02 <br /> 5 186.40 70.49 -5.5 6.68 6.71 3 100.00 18.0 9343.89 4419.19 <br /> 1419.35 1.02 <br /> 6 193.07 89.10 -3.3 6.70 6.71 3 100.00 18.0 11817.28 5569.36 <br /> 1778.41 1.01 <br /> 7 199.77 106.66 -3.3 6.70 6.71 3 100.00 18.0 14143.05 6666.66 <br /> 2127.72 1.01 <br /> 8 206.47 123.54 -1.1 6.71 6.71 3 100.00 18.0 16371.86 7710.21 <br /> 2446.48 1.00 <br /> 9 213.18 139.40 -1.1 6.71 6.71 3 100.00 18.0 18458.04 8700.02 <br /> 2758.08 1.00 <br /> 10 219.89 154.38 1.1 6.71 6.71 3 100.00 18.0 20421.09 9635.45 <br /> 3036.76 1.00 <br /> 11 226.60 168.50 1.1 6.71 6.71 3 100.00 18.0 22261.04 10516.28 <br /> 3310.49 1.00 <br /> 12 233.30 181.45 3.4 6.70 6.71 3 100.00 18.0 23939.84 11341.83 <br /> 3549.32 0.99 <br /> 13 240.00 193.78 3.4 6.70 6.71 3 100.00 18.0 25528.32 12112.32 <br /> 3785.09 0.99 <br /> 14 246.70 204.59 5.6 6.68 6.71 3 100.00 18.0 26909.62 12827.05 <br /> 3984.32 0.99 <br /> 15 253.38 215.10 5.6 6.68 6.71 3 100.00 18.0 28243.10 13486.08 <br />
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