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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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34 95.05 49.24 31.0 1.39 1.62 1 0.00 45.0 5278.52 0.00 2652.50 0.81 <br /> 35 96.44 51.02 29.7 1.41 1.62 1 0.00 45.0 5472.49 0.00 2755.65 0.82 <br /> 36 97.84 52.15 29.7 1.41 1.62 1 0.00 45.0 5596.84 0.00 2818.76 0.82 <br /> 37 99.25 28.20 28.5 0.75 0.85 1 0.00 45.0 3027.73 0.00 2907.77 0.82 <br /> 38 100.00 15.46 28.5 0.46 0.53 1 0.00 45.0 1677.21 0.00 2613.08 0.82 <br /> 39 100.46 22.25 28.5 1.64 1.86 1 0.00 45.0 2447.63 0.00 1074.39 0.82 <br /> -------- ------- ---------- <br /> X-S Area: 1003.76 Path Length: 61.58 X-S Weight: 106312.11 <br /> ---------------------------------------------- <br /> ---------------------------------------------- <br /> ---------------------------------------- <br /> DATA:Analysis 2-Active Highwall Slope Stability <br /> Material Properties(2 materials) <br /> ------------------- <br /> Material: 1 (Mohr-Coulomb Isotropic)-Sand and gravel,mixed grain size <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 45.0 110.00 Auto <br /> Material: 2 (Mohr-Coulomb Isotropic)-Loose sand,mixed grain size <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 34.0 99.00 Auto <br /> Water Properties <br /> ---------------- <br /> Unit weight of water:62.400 Unit weight of water/medium above ground: 0.000 <br /> Material Profiles(2 profiles) <br /> ----------------- <br /> Profile: 1 (2 points) Material beneath: 1-Sand and gravel,mixed grain size <br /> 0.00 6471.00 200.00 6471.00 <br /> Profile: 2 (2 points) Material beneath: 2-Loose sand,mixed grain size <br /> 0.00 6480.00 200.00 6480.00 <br /> Slope Surface(4 points) <br /> ------------- <br /> 40.00 6480.00 100.00 6480.00 102.00 6441.00 141.00 6441.00 <br /> Phreatic Surface(2 points) <br /> ---------------- <br /> 0.00 6430.00 200.00 6430.00 <br /> Failure Surface <br /> --------------- <br /> Initial circular surface for critical search defined by:XL,XR,R <br /> Intersects: XL: 80.10 YL: 6480.00 XR: 101.90 YR: 6442.95 <br /> Centre: XC: 218.95 YC: 6536.76 Radius: R: 150.00 <br /> Variable Restraints <br /> ------------------- <br /> Parameter descriptor: XL XR R <br /> Range of variation: 25.10 16.00 25.00 <br /> Trial positions within range: 25 10 25 <br /> Hayden Gravel Pit <br /> Lewicki&Associates <br /> December 2022 <br />
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