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2022-12-22_REVISION - M1987164 (19)
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2022-12-22_REVISION - M1987164 (19)
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Entry Properties
Last modified
12/28/2022 9:38:51 AM
Creation date
12/27/2022 5:15:24 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1987164
IBM Index Class Name
Revision
Doc Date
12/22/2022
Doc Name Note
Geotechnical Stability Exhibit
Doc Name
Request For Amendment To Permit
From
Oldcastle SW Group, Inc. dba United Companies
To
DRMS
Type & Sequence
AM4
Email Name
HR1
MAC
AWA
Media Type
D
Archive
No
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85 90.90 6476.37 107.60 6470.80 221.10 6839.12 385.42 2.028 <br /> 86 90.90 6476.37 107.60 6470.80 215.50 6822.32 367.71 2.028 <br /> 87 90.90 6476.37 107.60 6470.80 220.44 6837.15 383.33 2.028 <br /> 88 90.90 6476.37 107.60 6470.80 215.83 6823.31 368.75 2.028 <br /> 89 90.90 6476.37 107.60 6470.80 218.80 6832.21 378.12 2.029 <br /> 90 90.90 6476.37 107.60 6470.80 219.78 6835.17 381.25 2.029 <br /> 91 90.90 6476.37 107.60 6470.80 220.77 6838.14 384.38 2.029 <br /> 92 90.90 6476.37 107.60 6470.80 217.48 6828.25 373.96 2.029 <br /> 93 90.90 6476.37 107.60 6470.80 218.47 6831.22 377.08 2.029 <br /> 94 90.90 6476.37 107.60 6470.80 215.17 6821.33 366.67 2.029 <br /> 95 90.90 6476.37 107.60 6470.80 213.85 6817.38 362.50 2.029 <br /> 96 90.90 6476.37 107.60 6470.80 220.11 6836.16 382.29 2.029 <br /> 97 90.90 6476.37 107.60 6470.80 219.13 6833.19 379.17 2.029 <br /> 98 90.90 6476.37 107.60 6470.80 214.51 6819.35 364.58 2.029 <br /> 99 90.90 6476.37 107.60 6470.80 221.76 6841.10 387.50 2.029 <br /> Critical Failure Surface(circle 1) <br /> ------------------------ <br /> Intersects: XL: 80.70 YL: 6479.77 XR: 107.60 YR: 6470.80 <br /> Centre: XC: 216.61 YC: 6842.65 Radius: R: 387.50 <br /> Generated failure surface:(20 points) <br /> 80.70 6479.77 82.10 6479.25 83.50 6478.73 84.90 6478.22 86.31 6477.72 <br /> 87.71 6477.22 89.12 6476.72 90.53 6476.23 91.95 6475.75 93.36 6475.27 <br /> 94.78 6474.80 96.19 6474.33 97.61 6473.87 99.04 6473.42 100.46 6472.97 <br /> 101.88 6472.52 103.31 6472.08 104.74 6471.65 106.17 6471.22 107.60 6470.80 <br /> Slice Geometry and Properties-Critical Failure Surface(circle 1, 38 slices) <br /> -------------------------------------------------------- <br /> Slice X-S -------------------Base--------------------- PoreWater Normal Test <br /> X-Left Area Angle Width Length Mad Cohesion Phi Weight Force Stress Factor <br /> 1 80.70 0.01 20.4 0.70 0.75 2 0.00 34.0 0.95 0.00 1.20 0.95 <br /> 2 81.40 0.03 20.4 0.70 0.75 2 0.00 34.0 2.84 0.00 3.61 0.95 <br /> 3 82.10 0.05 20.2 0.70 0.75 2 0.00 34.0 4.64 0.00 5.90 0.95 <br /> 4 82.80 0.06 20.2 0.70 0.75 2 0.00 34.0 6.30 0.00 8.01 0.95 <br /> 5 83.50 0.08 20.0 0.70 0.75 2 0.00 34.0 7.87 0.00 10.00 0.95 <br /> 6 84.20 0.09 20.0 0.70 0.75 2 0.00 34.0 9.36 0.00 11.90 0.95 <br /> 7 84.90 0.11 19.8 0.70 0.75 2 0.00 34.0 10.73 0.00 13.64 0.95 <br /> 8 85.61 0.12 19.7 0.70 0.75 2 0.00 34.0 12.02 0.00 15.29 0.95 <br /> 9 86.31 0.13 19.5 0.70 0.75 2 0.00 34.0 13.19 0.00 16.78 0.95 <br /> 10 87.01 0.14 19.6 0.70 0.75 2 0.00 34.0 14.25 0.00 18.11 0.95 <br /> 11 87.71 0.15 19.3 0.70 0.75 2 0.00 34.0 15.22 0.00 19.35 0.95 <br /> 12 88.42 0.16 19.3 0.70 0.75 2 0.00 34.0 16.04 0.00 20.39 0.95 <br /> 13 89.12 0.17 19.1 0.71 0.75 2 0.00 34.0 16.81 0.00 21.37 0.95 <br /> 14 89.83 0.18 19.1 0.71 0.75 2 0.00 34.0 17.46 0.00 22.19 0.95 <br /> 15 90.53 0.18 18.9 0.71 0.75 2 0.00 34.0 17.99 0.00 22.87 0.95 <br /> 16 91.24 0.19 18.9 0.71 0.75 2 0.00 34.0 18.43 0.00 23.43 0.95 <br /> 17 91.95 0.19 18.7 0.71 0.75 2 0.00 34.0 18.73 0.00 23.81 0.95 <br /> 18 92.65 0.19 18.7 0.71 0.75 2 0.00 34.0 18.97 0.00 24.12 0.95 <br /> 19 93.36 0.19 18.5 0.71 0.75 2 0.00 34.0 19.13 0.00 24.32 0.95 <br /> 20 94.07 0.19 18.4 0.71 0.75 2 0.00 34.0 19.10 0.00 24.28 0.95 <br /> 21 94.78 0.19 18.2 0.71 0.75 2 0.00 34.0 19.06 0.00 24.22 0.95 <br /> 22 95.49 0.19 18.2 0.71 0.75 2 0.00 34.0 18.85 0.00 23.96 0.95 <br /> 23 96.19 0.19 18.0 0.71 0.75 2 0.00 34.0 18.53 0.00 23.56 0.95 <br /> 24 96.90 0.18 18.0 0.71 0.75 2 0.00 34.0 18.12 0.00 23.03 0.95 <br /> 25 97.61 0.18 17.8 0.71 0.75 2 0.00 34.0 17.59 0.00 22.37 0.95 <br /> Hayden Gravel Pit Lewicki 81 Associates <br /> December 2022 <br />
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