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2021-02-08_PERMIT FILE - M2021009 (11)
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2021-02-08_PERMIT FILE - M2021009 (11)
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Entry Properties
Last modified
1/9/2025 7:25:55 AM
Creation date
2/10/2021 7:07:42 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2021009
IBM Index Class Name
PERMIT FILE
Doc Date
2/8/2021
Doc Name Note
Part 2 of 3
Doc Name
Application
From
Young Ranch Resource LLC
To
DRMS
Email Name
AME
MAC
Media Type
D
Archive
No
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30 2044.18 0.30 21.3 0.70 0.75 1 0.03 34.0 35.30 0.00 43.21 0.92 <br /> 31 2044.88 0.28 20.9 0.70 0.75 1 0.03 34.0 32.30 0.00 39.55 0.92 <br /> 32 2045.58 0.25 20.9 0.70 0.75 1 0.03 34.0 28.90 0.00 35.40 0.92 <br /> 33 2046.28 0.22 20.4 0.70 0.75 1 0.03 34.0 25.27 0.00 30.96 0.92 <br /> 34 2046.98 0.18 20.4 0.70 0.75 1 0.03 34.0 21.31 0.00 26.10 0.92 <br /> 35 2047.68 0.15 19.9 0.70 0.75 1 0.03 34.0 17.12 0.00 20.98 0.92 <br /> 36 2048.38 0.11 19.9 0.70 0.75 1 0.03 34.0 12.53 0.00 15.37 0.92 <br /> 37 2049.09 0.07 19.4 0.71 0.75 1 0.03 34.0 7.74 0.00 9.49 0.92 <br /> 38 2049.79 0.02 19.4 0.71 0.75 1 0.03 34.0 2.58 0.00 3.16 0.92 <br /> -------- ------- ---------- <br /> X-S Area: 10.81 Path Length: 28.44 X-S Weight: 1264.09 <br /> DATA: Analysis 4 - Waste dump in reclaimed conditions (>2H:1V) . Seismic conditions <br /> Material Properties (3 materials) <br /> ------------------- <br /> Material: 1 (Mohr-Coulomb Isotropic) - Crusher Waste Fines <br /> Cohesion Phi UnitWeight Ru <br /> 0.03 34.0 116.90 Auto <br /> Material: 2 (Mohr-Coulomb Isotropic) - Gniess <br /> Cohesion Phi UnitWeight Ru <br /> 400000.00 30.0 160.00 Auto <br /> Material: 3 (Mohr-Coulomb Isotropic) - Quartenary colluvium <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 45.0 110.00 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 (41 points) Material beneath: 2 - Gniess <br /> 0.00 8055.00 333.41 7993.84 526.18 7935.00 727.94 7869.29 840.63 7864.19 <br /> 1012.55 7834.88 1168.37 7780.00 1214.81 7755.00 1262.74 7756.41 1296.49 7752.45 <br /> 1513.10 7695.10 1668.85 7634.24 1707.92 7629.41 1747.56 7635.23 1812.08 7650.00 <br /> 1900.00 7656.37 1965.57 7641.58 2058.82 7605.00 2146.10 7572.77 2174.38 7563.85 <br /> 2192.84 7565.00 2219.74 7571.55 2236.48 7571.31 2316.06 7547.86 2360.72 7533.98 <br /> 2424.03 7519.40 2493.99 7485.00 2521.86 7476.45 2578.74 7472.75 2625.75 7461.92 <br /> 2696.56 7451.58 2757.83 7449.33 2791.15 7440.81 2830.50 7423.50 2861.71 7415.00 <br /> 2932.63 7395.00 2956.08 7389.94 2992.34 7386.49 3032.29 7386.71 3051.33 7390.00 <br /> 3069.40 7400.00 <br /> Profile: 2 (2 points) Material beneath: 1 - Crusher Waste Fines <br /> 27.25 8050.00 2700.00 8050.00 <br /> Slope Surface (14 points) <br /> ------------- <br /> 27.26 8050.00 1300.00 8050.00 2639.00 7459.98 2696.56 7451.58 2757.83 7449.33 <br /> 2791.15 7440.81 2830.50 7423.50 2861.71 7415.00 2932.63 7395.00 2956.08 7389.94 <br />
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