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2021-07-21_REVISION - M2012032 (2)
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2021-07-21_REVISION - M2012032 (2)
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Entry Properties
Last modified
1/11/2025 5:14:36 AM
Creation date
7/22/2021 6:08:47 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2012032
IBM Index Class Name
Revision
Doc Date
7/21/2021
Doc Name
Adequacy Review Response #2
From
Ouray Silver Mines
To
DRMS
Type & Sequence
TR15
Email Name
LJW
Media Type
D
Archive
No
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311.48 60.25 321.45 50.07 332.04 40.53 343.19 31.66 354.88 23.50 <br /> 367.04 16.08 379.65 9.42 392.64 3.56 405.97 -1.48 419.58 -5.69 <br /> 433.43 -9.05 447.46 -11.54 461.62 -13.16 475.86 -13.90 490.11 -13.76 <br /> 504.32 -12.73 518.44 -10.82 532.42 -8.05 546.20 -4.41 559.73 0.07 <br /> Slice Geometry and Properties (41 slices) <br /> ----------------------------- <br /> Slice X-S ------------------- Base --------------------- PoreWater Normal Test <br /> X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor <br /> 1 311.48 12.58 45.6 4.99 7.13 2 2040.00 25.0 1383.02 0.00 -186.14 1.29 <br /> 2 316.47 37.75 45.6 4.99 7.13 2 2040.D0 25.0 4149.07 0.00 313.30 1.29 <br /> 3 321.45 65.93 42.0 5.29 7.13 2 2040.00 25.0 7245.66 0.00 857.72 1.23 <br /> 4 326.75 90.94 42.0 5.29 7,13 2 2040.00 25.0 9994.33 0.00 1330.87 1.23 <br /> 5 332.04 95.47 38.5 4.48 5.72 2 2040.00 25.0 10492.48 0.00 1808.91 1.1B <br /> 6 336.52 1I1.26 38.5 4.48 5.72 2 2040.00 25.0 12227.40 0.00 2165.40 1.18 <br /> 7 341.00 59.61 38.5 2.19 2.80 2 2040.00 25.0 6551.32 0.00 2401.51 1.18 <br /> 8 343.19 169.28 34.9 5.84 7.13 2 2040.00 25.0 18603.81 0.00 2652.58 1.13 <br /> 9 349.04 183.77 34.9 5.84 7.13 2 2040.00 25.0 20195.91 0.00 2905.96 1.13 <br /> 10 354.88 205.13 31.4 6.08 7.13 2 2040.00 25.0 22543.62 0.00 3204.69 1.10 <br /> 11 360.96 217.56 31.4 6.08 7.13 2 2040.00 25.0 23910.34 0.00 3415.43 1.10 <br /> 12 367.04 236.85 27.8 6.30 7.13 2 2040.00 25.0 26029.78 0.00 3670.37 1.07 <br /> 13 373.35 246.94 27.8 6.30 7.13 2 2040.00 25.0 27138.37 0.00 3836.80 1.07 <br /> 14 379.65 263.48 24.3 6.50 7.13 2 2040.00 25.0 28955.99 0.00 4046.14 1.05 <br /> 15 386.14 270.95 24.3 6.50 7.13 2 2040.00 25.0 29777.45 0.00 4166.72 1.05 <br /> 16 392.64 200.23 20.7 4.71 5.03 1 0.00 45.0 22005.49 0.00 4296.71 0.98 <br /> 17 397.34 202.54 20.7 4.71 5.03 1 0.00 45.0 22260.68 0.00 4346.54 0.98 <br /> 18 402.05 170.18 20.7 3.91 4.19 1 0.00 45.0 18704.33 193.43 4395.93 0.98 <br /> 19 405.97 298.20 17.2 6.81 7.13 1 0.00 45.0 32775.81 1126.59 4502.22 D.98 <br /> 20 412.77 299.83 17.2 6.81 7.13 1 0.00 45.0 32956.32 2062.38 4535.7B D.98 <br /> 21 419.58 305.07 13.6 6.93 7,13 1 0.00 45.0 33533.61 2903.51 4605.70 0.97 <br /> 22 426.51 303.55 13.6 6.93 7.13 1 0.00 45.0 33368.46 3649.99 4588.71 0.97 <br /> 23 433.43 304.39 10.1 7.02 7.13 1 0.00 45.0 33461.80 4300.37 4604.20 0.98 <br /> 24 440.45 299.65 10.1 7.02 7.13 1 0.00 45.0 32941.75 4854.66 4536.11 0.98 <br /> 25 447.46 295.98 6.5 7.08 7.13 1 0.00 45.0 32539.36 5311.79 4496.49 0.98 <br /> 26 454.54 287.98 6.5 7.08 7.13 1 0.00 45.0 31660.46 5671.77 4376.87 0.98 <br /> 27 461.62 185.62 3.0 4.69 4.69 1 0.00 45.0 20407.11 3890.90 4310.79 0.99 <br /> 28 466.31 180.74 3.0 4.69 4.69 1 0.00 45.0 19870.95 3962.20 4197.97 0.99 <br /> 29 471.00 182.05 3.0 4.86 4.86 1 0.00 45.0 20015.58 4178.99 4083.06 0.99 <br /> 30 475.86 256.09 -0.6 7.13 7.13 1 0.00 45.0 28155.89 6164.21 3958.78 1.00 <br /> 31 482.9B 241.67 -0.6 7.13 7.13 1 0.00 45.0 26570.75 6132.25 3735.78 1.00 <br /> 32 490.11 225.11 -4.1 7.11 7.13 1 0.00 45.0 14751.05 6002.12 3521.58 1.02 <br /> 33 497.21 207.63 -4.1 7.11 7.13 1 0.00 45.0 22828.68 5773.85 3253.05 1.02 <br /> 34 504.32 187.41 -7.7 7.06 7.13 1 0.00 45.0 2D606.79 5447.94 2987.78 1.04 <br /> 35 511.36 167.02 -7.7 7.06 7.13 1 0.00 45.0 18364.90 5024.36 2661.96 1.04 <br /> 36 518.44 143.68 -11.2 6.99 7.13 1 0.00 45.0 15797.91 4503.91 2339.15 1.01 <br /> 37 525.43 120.59 -11.2 6.99 7.13 1 0.00 45.0 13259.65 3886.64 1962.60 1.07 <br /> 38 532.42 94.73 -14.8 6.89 7.13 1 0.00 45.0 10416.10 3173.70 1581.53 1.10 <br /> 39 539.31 69.19 -14.8 6.89 7.13 1 0.00 45.0 7608.49 2365.11 1154.80 1.10 <br /> 40 546.20 41.09 -18.3 6.65 7.01 1 0.00 45.0 4517.79 1446.35 718.58 1.14 <br /> 41 552.86 14.31 -18.3 6.88 7.24 1 0.00 45.0 1573.38 481.59 242.40 1.14 <br /> -------- ------- ---------- <br /> X-S Area: 7552.04 Path Length: 270.7E X-S Weight: 830151.75 <br /> DATA: Analysis 2 - Lab Scenario 2 pt2 <br /> Material Properties (3 materials) <br /> ------------------- <br /> Material: 1 (Mohr-Coulomb Isotropic) - Existing waste rock <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 45.0 110.00 Auto <br /> Material: 2 (Mohr-Coulomb Isotropic) -Mill tailings <br /> Cohesion Phi UnitWeight Ru <br /> 2040.0D 25.0 109.90 Auto <br /> Material: 3 (Hot.r-Coulomb Isotropic) - Bedrock <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 50.0 130.00 Auto <br /> Water Properties <br /> ---------------- <br /> Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 <br /> Material Profiles (3 profiles) <br /> ----------------- <br /> Profile: I (5 points) Material beneath: 2 -Hill tailings <br /> 0.00 113.00 126.00 70.00 225.00 61.00 341.00 60.00 560.00 0.00 <br /> Profile: 2 (5 points) Material beneath: 1 - Existing waste rock <br /> 128.00 22.00 183.00 8.00 248.00 4.00 471.00 3.00 560.00 0.00 <br /> Profile: 3 (3 points) Material beneath: 3 - Bedrock <br /> 0.00 113.00 128.00 22.00 161.00 0.00 <br /> Slope Surface (5 points) <br /> ------------- <br /> 0.00 113.00 126.00 70.00 225.00 61.00 341.00 60.00 560.00 0.00 <br /> Phreatic Surface (2 points) <br /> ---------------- <br /> 0.00 0.00 600.00 0.00 <br />
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