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2020-07-09_REVISION - M1980244 (3)
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2020-07-09_REVISION - M1980244 (3)
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Last modified
1/19/2025 3:11:35 AM
Creation date
7/9/2020 8:50:14 AM
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DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
7/9/2020
Type & Sequence
TR122
Media Type
D
Archive
No
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a� <br /> U- <br /> a� <br /> Z <br /> Particle Size Distribution Report <br /> m cd <br /> ` <br /> 100 ------- Soil Liner Fill <br /> CID <br /> F 1 I I 1 I I I <br /> 3 I I I I I I I I I I I <br /> •� 80 I I I I I I I I I I <br /> 7 I I I I I I I I 1 I I I I I <br /> 0 70 1 I I 1 I I <br /> I I I 1 I I I I I I 1 I I <br /> 3of <br /> I I I I I I I I I I 1 I I <br /> �7 W 60 I I I I I I I 1 I I <br /> T Z I I I I I I I I I I 1 1 <br /> C I I I I I I I I I <br /> N Z 50 1 I I I I 1 I <br /> j U I I I I 1 1 1 <br /> 1 1 I I I I I I I I 1 I I <br /> QI 1 I I I I I 1 1 I I 1 I <br /> O W 40 <br /> aa- <br /> I I 1 I I I 1 <br /> I I I I I I I I 1 I 1 I <br /> L I 1 I I I I I I I I I 1 1 <br /> I I I I I I I I I I I 1 <br /> 30 <br /> I I I I I 1 I I I I I <br /> 0 <br /> C I I I I 1 I I T I <br /> f6 20 I I I 1 I <br /> y I I I I I 1 I I I I I I I <br /> I I I I I I I I I I I I I 1 <br /> 10 I I I I I I I I I I I <br /> 1 1 I I I I I I 1 I I I <br /> I I I I I I I I I I I <br /> Mn 0 I I I 1 I I I I I I <br /> s 100 10 1 0.1 0.01 0.001 <br /> H <br /> o GRAIN SIZE-mm. <br /> %Gravel %Sand %Fines <br /> 4: %+31. <br /> Coarse Fine Coarse Medium Fine Sift Clay <br /> `0 0.0 1 6.7 24.3 16.2 16.4 1 9.0 27.4 <br /> v <br /> SIEVE PERCENT SPEC." PASS? Material Description <br /> SIZE FINER PERCENT (X=NO) Dark brown clayey sand with gravel <br /> c 2" 100.0 100.0 <br /> E 1.51I 98.8 <br /> 1" 96.7 <br /> Atterbern Limits <br /> 0) 1/2" 93.1 PL= 12 LL= 40 PI= 28 <br /> g 3/8" 82.6 Coefficients <br /> #4 69.0 D90= 15.3191 D85= 11.0927 D60= 3.0227 <br /> o #10 52.8 D50= 1.6541 D30= 0.1451 D15= <br /> #16 45.7 D10= CUE Cc <br /> m <br /> � Classification <br /> #50 33.9 <br /> #100 3 .1 USCS= SC AASHTO= A-2-6(2) <br /> #200 27.4 15.0-65.0 Remarks <br /> Natural Moisture: 11.6% <br /> MA <br /> L_ <br /> C_ <br /> o Soil Liner Fill <br /> d <br /> Location:Tezak Processing Plant <br /> 0 Sample Number:NFSLF-94-C Depth: Stockpile Date: 07/12/19 <br /> Client: CC&V Gold Mining Company <br /> m ■■ Project: Squaw Gulch VLF Phase 2 <br /> .NewFields <br /> W <br /> Project No: 475.0106.032 Figure NFSLF-94-C <br /> Tested By: JB Checked By:TW <br />
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