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GENERAL38988
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Last modified
8/24/2016 7:58:34 PM
Creation date
11/23/2007 9:56:38 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
General Documents
Doc Date
7/29/1994
Doc Name
CRESSON PROJECT PN M-80-244 COMMITMENT 33 SPECIFICATIONS GRADATION SPECIFICATION MODIFICATION OF SOI
From
CRIPPLE CREEK & VICTOR GOLD MINING CO
To
DMG
Media Type
D
Archive
No
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<br /> Grain Size Distribution Analysis <br />General Information <br />Jab No. <br />Project <br />Filename <br />Comments 943-2732 <br />BEI / 1994 COA ! CO <br />S4-OS.WK1 <br />Ironclad Tailings Sample <br />Soil Liner Material Sample No <br />Location <br />Date <br />from Pad No. 1 . 4-05 <br />Soil Liner <br />17-Jul-94 <br />Water Content Determination ~ ~ ~ No. 200 Wash <br /> <br />Tare No. <br />Wel W[. and Tare <br />Dry Wt. and Tare <br />Tare Wt. <br />W[. Water <br />Wt. Dry Soil <br />Moisture Content <br />4 <br />1085.10 <br />1029.20 <br />166.30 <br />55.90 <br />862.90 <br />6.5 <br /> <br />gr <br />gr <br />gr <br />gr <br />gr <br />% Tare No. <br />Wet W[. & Tare (Bet.) <br />Dry W[. & Tare (eef.) <br />Dry Wt. & Tare (Att.) <br />Tare Wt. <br />Wt. Fines Lost <br />WI. Dry Soil <br />Percent Lost <br />2503.10 <br />2365.11 <br />1909.40 <br />235.00 <br />455.71 <br />1674.40 <br />23.9 <br />gr <br />gr <br />gr <br />gr <br />gr <br />gr <br />°h <br />Dry Sieve Analysis <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />~Sieve~ ~~ <br />No. ~ ~ <br /> <br />. ~ ~ Opening <br />~ Diameter <br /> <br />(microns) Cummulative <br />~ Weight ~ ~ <br />Retained <br />~. (grams) ~ Weight : <br />~ Retained <br /> <br />. (grams) ~ Weight <br />~ Finer , <br />Than . <br />(grams) Sie+re .. <br />Weight . <br />.Finer <br />(grams) ~Totat <br />,Weight <br />Finer <br />(grams) Percent <br />Finer <br />Than Soil <br />Liner <br />Spec, <br />bin. 152400 0.0 0.0 0.0 1674.4 2130.1 100.0 <br />3 in. 76200 0.0 0.0 0.0 1674.4 2130.1 100.0 <br />1 112 in. 50800 0.0 0.0 44.2 1674.4 2130.1 100.0 <br />1 in. 25400 44.2 44.2 36.6 1630.2 2085.9 97.9 <br />3/4 in. 19100 80.8 36.6 200.2 1593.6 2049.3 96.2 100 <br />3/8 in. 9500 281.0 200.2 364.2 1393.4 1849.1 86.8 70-100 <br />4 4760 645.2 364.2 366.1 1029.2 1484.9 69.7 50-100 <br />10 2000 1011.3 366.1 268.9 663.1 1118.8 52.5 <br />20 840 1280.2 268.9 150.7 394.2 849.9 39.9 <br />40 420 1430.9 150.7 91.6 243.5 699.2 32.8 20-50 <br />60 250 1522.5 91.6 79.0 151.9 607.6 28.5 <br />100 149 1601.5 79.0 72.2 72.9 528.6 24.8 <br />200 74 1673.7 72.2 0.7 0.7 456.4 21.4 15-50 <br />Pan 1674.4 0.7 <br />Golder Associates Inc. <br />
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