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2022-09-28_REVISION - M1998105
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2022-09-28_REVISION - M1998105
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Entry Properties
Last modified
9/29/2022 8:57:50 PM
Creation date
9/29/2022 10:32:04 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1998105
IBM Index Class Name
Revision
Doc Date
9/28/2022
Doc Name
Adequacy Review - Preliminary
From
Lewicki & Associates
To
DRMS
Type & Sequence
AM1
Email Name
RDZ
MAC
Media Type
D
Archive
No
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28 184.23 0.20 25.5 0.70 0.78 1 0.00 45.0 22.43 4.12 26.46 0.88 <br /> 29 184.93 0.19 25.2 0.70 0.78 1 0.00 45.0 21.13 4.01 24.94 0.88 <br /> 30 185.64 0.18 25.2 0.70 0.78 1 0.00 45.0 19.54 3.74 23.08 0.88 <br /> 31 186.34 0.16 25.0 0.71 0.78 1 0.00 45.0 17.88 3.41 21.11 0.88 <br /> 32 187.05 0.15 25.0 0.71 0.78 1 0.00 45.0 15.98 2.96 18.85 0.88 <br /> 33 187.75 0.13 24.7 0.71 0.78 1 0.00 45.0 14.01 2.44 16.48 0.88 <br /> 34 188.46 0.11 24.7 0.71 0.78 1 0.00 45.0 11.80 1.80 13.82 0.88 <br /> 35 189.16 0.09 24.4 0.71 0.78 1 0.00 45.0 9.43 1.04 10.95 0.88 <br /> 36 189.87 0.06 24.4 0.71 0.78 1 0.00 45.0 6.92 0.21 7.89 0.88 <br /> 37 190.58 0.04 24.2 0.71 0.78 1 0.00 45.0 4.23 0.00 4.79 0.88 <br /> 38 191.29 0.01 24.2 0.71 0.78 1 0.00 45.0 1.41 0.00 1.60 0.88 <br /> X-S Area: 6.41 Path Length: 29.55 X-S Weight: 704.61 <br /> DATA: Analysis 3 - Active Highwall <br /> Material Properties (3 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 /> Material: 3 (Mohr-Coulomb Isotropic) - Mixture of inorganic silts and clays <br /> Cohesion Phi UnitWeight Ru <br /> 1320.00 32.0 109.00 Auto <br /> Water Properties <br /> ---------------- <br /> Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 <br /> Material Profiles (2 profiles) <br /> ----------------- <br /> Profile: 1 (17 points) Material beneath: 3 - Mixture of inorganic silts and clays <br /> 0.00 4956.88 11.06 4957.37 28.11 4957.10 52.01 4956.41 62.85 4954.11 <br /> 68.36 4953.42 87.23 4953.05 100.72 4953.09 106.98 4950.82 110.43 4953.46 <br /> 118.08 4954.14 119.80 4954.85 123.30 4955.41 128.76 4954.42 131.54 4953.15 <br /> 158.47 4953.28 214.69 4954.12 <br /> Profile: 2 (10 points) Material beneath: 1 - Sand and gravel, mixed grain size <br /> 0.00 4953.88 11.06 4954.37 28.11 4954.10 52.01 4953.41 62.85 4951.11 <br /> 68.36 4950.42 87.23 4950.05 100.72 4950.09 158.47 4950.28 214.69 4951.12 <br /> Slope Surface (20 points) <br /> ------------- <br /> 0.00 4936.88 11.06 4957.37 28.11 4957.10 52.01 4956.41 62.85 4954.11 <br /> 68.36 4953.42 87.23 4953.05 100.72 4953.09 106.98 4950.82 110.43 4953.46 <br /> 118.08 4954.14 119.80 4954.85 123.30 4955.41 128.76 4954.42 131.54 4953.15 <br /> 158.47 4953.28 178.00 4953.20 180.00 4936.00 193.29 4935.88 214.69 4936.00 <br />
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