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2015-03-03_PERMIT FILE - M2014070
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2015-03-03_PERMIT FILE - M2014070
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Entry Properties
Last modified
8/24/2016 5:57:59 PM
Creation date
3/4/2015 8:47:36 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2014070
IBM Index Class Name
PERMIT FILE
Doc Date
3/3/2015
Doc Name
Review Of Comments
From
DRMS
To
Greg Lewicki, Gre Lewicki and Associates
Email Name
ECS
Media Type
D
Archive
No
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GALENA 6.10 Analysis Results <br />Licensee: OS Dept of Interior - Office of Surface Mining <br />Project: Good Miller #2 <br />File: C: \Users \psh \My Projects \ZZ Stability Analysis - Galena \Good Miller \Good Miller Reclamation Slope.gmf <br />Processed: 03 Mar 2015 12:33:00 <br />DATA: Analysis 1 - Reclamation Slope <br />Material Properties (2 materials) <br />Material: 1 (Mohr - Coulomb Isotropic) - Clayey Gravel <br />Cohesion Phi UnitWeight Ru <br />0.00 31.0 115.00 Auto <br />Material: 2 (Mohr - Coulomb Isotropic) - Claystone Bedrock <br />Cohesion Phi UnitWeight Ru <br />500.00 22.0 124.00 Auto <br />Water Properties <br />Unit weight of water: 62.430 Unit weight of water /medium above ground: 62.430 <br />Material Profiles (2 profiles) <br />Profile: 1 (2 points) Material beneath: 1 - Clayey Gravel <br />- 100.00 40.00 150.00 40.00 <br />Profile: 2 (2 points) Material beneath: 2 - Claystone Bedrock <br />- 100.00 0.00 150.00 0.00 <br />Slope Surface (4 points) <br />- 100.00 0.00 -60.00 0.00 <br />Phreatic Surface (2 points) <br />---------------- <br />- 100.00 0.00 150.00 0.00 <br />Failure Surface <br />--------------- <br />Circular surface defined by: XL,XR,R <br />Intersects: XL: -58.74 YL: 0.42 <br />Centre: XC: -46.47 YC: 220.37 <br />60.00 40.00 150.00 40.00 <br />XR: 80.00 YR: 40.00 <br />Radius: R: 220.29 <br />RESULTS: Analysis 1 - Reclamation Slope <br />Spencer- Wright Method of Analysis - Circular Failure Surface <br />Factor of Safety: 2.07 <br />Final Angle of Interslice Forces: 16.1 degrees <br />Slice Geometry and Properties (38 slices) <br />Slice <br />X -S <br />----- ---- ---- - - - - -- Base <br />--------------- - - - - -- <br />PoreWater <br />- -- Left <br />Hand Side <br />- - -- <br />X -Left <br />Area <br />Angle <br />Width <br />Length <br />Matl <br />Cohesion <br />Phi <br />Weight <br />Force <br />Side Force <br />1/h <br />1' /h <br />1 <br />-58.74 <br />2.78 <br />-2.2 <br />3.87 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />319.13 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />2 <br />-54.87 <br />8.33 <br />-2.2 <br />3.87 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />957.38 <br />0.00 <br />122.33 <br />0.44 <br />0.44 <br />3 <br />-51.01 <br />13.62 <br />-0.2 <br />3.87 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />1566.78 <br />0.00 <br />a 489.32 <br />0.33 <br />0.33 <br />4 <br />-47.14 <br />18.66 <br />-0.2 <br />3.87 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />2145.50 <br />0.00 <br />1013.85 <br />0.31 <br />0.31 <br />5 <br />-43.27 <br />23.41 <br />1.8 <br />3.87 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />2692.49 <br />0.00 <br />1732.12 <br />0.30 <br />0.30 <br />6 <br />-39.41 <br />27.92 <br />1.8 <br />3.87 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />3210.25 <br />0.00 <br />2508.52 <br />0.30 <br />0.30 <br />7 <br />-35.54 <br />32.09 <br />3.8 <br />3.86 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />3690.90 <br />0.00 <br />3434.22 <br />0.30 <br />0.30 <br />8 <br />-31.68 <br />36.06 <br />3.8 <br />3.86 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />4146.55 <br />0.00 <br />4334.13 <br />0.29 <br />0.29 <br />9 <br />-27.82 <br />39.63 <br />5.9 <br />3.85 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />4557.69 <br />0.00 <br />5345.15 <br />0.29 <br />0.29 <br />10 <br />-23.98 <br />43.05 <br />5.9 <br />3.85 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />4950.40 <br />0.00 <br />6261.00 <br />0.29 <br />0.29 <br />11 <br />-20.13 <br />46.00 <br />7.9 <br />3.83 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />5289.65 <br />0.00 <br />7255.77 <br />0.29 <br />0.29 <br />12 <br />-16.30 <br />48.86 <br />7.9 <br />3.83 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />5618.90 <br />0.00 <br />8099.74 <br />0.29 <br />0.29 <br />13 <br />-12.47 <br />51.17 <br />9.9 <br />3.81 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />5884.67 <br />0.00 <br />8996.23 <br />0.29 <br />0.29 <br />14 <br />-8.66 <br />53.48 <br />9.9 <br />3.81 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />6150.24 <br />0.00 <br />9699.18 <br />0.28 <br />0.28 <br />15 <br />-4.84 <br />55.15 <br />11.9 <br />3.78 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />6341.72 <br />0.00 <br />10433.85 <br />0.28 <br />0.28 <br />16 <br />-1.06 <br />56.90 <br />11.9 <br />3.78 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />6543.73 <br />0.00 <br />10944.39 <br />0.28 <br />0.28 <br />17 <br />2.72 <br />57.92 <br />13.9 <br />3.75 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />6660.92 <br />0.00 <br />11471.20 <br />0.28 <br />0.28 <br />18 <br />6.48 <br />59.13 <br />13.9 <br />3.75 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />6799.79 <br />0.00 <br />11754.71 <br />0.27 <br />0.27 <br />19 <br />10.23 <br />59.51 <br />15.9 <br />3.72 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />6843.47 <br />0.00 <br />12044.14 <br />0.27 <br />0.27 <br />20 <br />13.95 <br />60.17 <br />15.9 <br />3.72 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />6919.92 <br />0.00 <br />12081.77 <br />0.27 <br />0.27 <br />21 <br />17.67 <br />59.93 <br />17.9 <br />3.68 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />6891.69 <br />0.00 <br />12119.83 <br />0.27 <br />0.27 <br />22 <br />21.35 <br />60.06 <br />17.9 <br />3.68 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />6906.76 <br />0.00 <br />11907.52 <br />0.26 <br />0.26 <br />23 <br />25.03 <br />59.21 <br />19.9 <br />3.64 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />6808.97 <br />0.00 <br />11694.75 <br />0.26 <br />0.26 <br />24 <br />28.67 <br />58.82 <br />19.9 <br />3.64 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />6763.99 <br />0.00 <br />11242.22 <br />0.25 <br />0.25 <br />25 <br />32.30 <br />57.39 <br />22.0 <br />3.59 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />6599.75 <br />0.00 <br />10792.67 <br />0.25 <br />0.25 <br />26 <br />35.89 <br />56.49 <br />22.0 <br />3.59 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />6496.37 <br />0.00 <br />10122.32 <br />0.24 <br />0.24 <br />27 <br />39.48 <br />54.52 <br />24.0 <br />3.53 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />6269.54 <br />0.00 <br />9462.47 <br />0.24 <br />0.24 <br />28 <br />43.01 <br />53.13 <br />24.0 <br />3.53 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />6109.68 <br />0.00 <br />8608.35 <br />0.23 <br />0.23 <br />29 <br />46.55 <br />50.65 <br />26.0 <br />3.48 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />5824.83 <br />0.00 <br />7776.00 <br />0.22 <br />0.22 <br />30 <br />50.02 <br />48.79 <br />26.0 <br />3.48 <br />3.87 <br />1 <br />0.00 <br />31.0 <br />5610.69 <br />0.00 <br />6782.64 <br />0.21 <br />0.21 <br />31 <br />53.50 <br />43.68 <br />28.0 <br />3.25 <br />3.68 <br />1 <br />0.00 <br />31.0 <br />5023.29 <br />0.00 <br />5825.80 <br />0.20 <br />0.20 <br />32 <br />56.75 <br />41.59 <br />28.0 <br />3.25 <br />3.68 <br />1 <br />0.00 <br />31.0 <br />4782.53 <br />0.00 <br />4798.16 <br />0.19 <br />0.19 <br />
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