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2021-07-21_REVISION - M2012032 (2)
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2021-07-21_REVISION - M2012032 (2)
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Last modified
1/11/2025 5:14:36 AM
Creation date
7/22/2021 6:08:47 AM
Metadata
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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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9.0 <br /> 8.0 — <br /> -- <br /> Moisture Dry <br /> 7.0 <br /> Sample Boring Depth Content(%) Density <br /> 6.0 No No (FT) Before After (PCF) <br /> 5.0 1 mill tailings 000 15.4 14A 109.9 <br /> 4.0 ___ _____ 2 • mill tailings 0.00 15-4 14 3 109.8 <br /> v, 30 ___ _ 3 mill tailings 000 15.4 14 1 1098 <br /> Y_ <br /> y <br /> W 20 - <br /> n <br /> Clay <br /> u 00 ri <br /> Content, <br /> 0 01 02 03 04 05 06 LL °!o. 28 PI, °io. 8 -200. 77 00 <br /> HORIZONTAL DEFORMATION(IN.) <br /> Thickness(in) 1.0 Diameter(in): 1 935 <br /> Shearing Rate (in/min): 0.0063 <br /> 300 <br /> Peak Large Displacement <br /> Normal Shear <br /> ' Shear <br /> 27.s Sample Stress Stress stress Displacement <br /> 25o No (KSF) (KSF) • (KSF) O (IN. ) O <br /> 225 1 ■ 2.5 3.89 3.3 0.37 <br /> 200 __.____ .__- -- 2 ♦ 5 556 462 0.37 <br /> 175 3 9 85 79 0.37 <br /> 1so ' <br /> 125 - — <br /> Peak (DEG) 35 <br /> N100 <br /> Y Large Displacement (DEG): 36 <br /> a 50 — Peak C (PSF) 2080 <br /> a 2 5 __ — _ Large Displacement C (PSF) 1320 <br /> w <br /> = 00 <br /> 00 25 50 75 100 125 150 175 200 225 250 27.5 300 <br /> NORMAL STRESS(KSF) <br /> Sample Description Mill Tailings-Sandy Clay(CL) <br /> Sample Type Remolded to 95% of 115,5 at 15.5% moisture content <br /> Remarks. Test was conducted with sample flooded <br /> Direct Shear Test Results <br /> Project No DN47709-300 <br />
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