2020-07-09_REVISION - M1980244 ‎(3)‎

• 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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3
Z
Particle Size Distribution Report
FO
> oog
100 1 I �' I I I I 1 I I ------- Soil Liner Fill
I I n I I I I I I I I I I
a) 1`I 1 I �I
_ 90 1 I 1 I I I I I 1
I I I I 1 I I I
80 I I I 1 I I 1 I I
I I 1 I I I 1 1 I
70 I I I I I I I 1
I I I 1 I I 1 I I I I I I
3 I I 1 I I I I I I I I I
Z 60LL
I 1 I 1
I I I I I I I I I I I I I I
♦_ I I I I I I I 1
1
I I 1 I I I I
a) Z 50 I I I 1 I I I I I I I I I
cU W
:3 U I I I I 1 I 1
-0 c1f1 I I I I 1 I I 1
2 W 40
Ca I I I I 1 I 1 1
� I I I I I I I I I I I I
I I I I I I I I I I I I
I I I I 1 I 1 I 1 I I 1
a) 30
I I 1 I I I I I I I I I ♦ I
f6 20 I I I I I I I I I I
N I 1 I I I I I I I
I 1 I I I I I 1 I I I I I I
0
0 10 I I I I 1 I I 1
I I I I I I I I I I 1 1 I I
I I I I I I I 1 I I I I I I
0 I I I 1 I I I I 1 I
s 100 10 1 0.1 0.01 0.001
_0 GRAIN SIZE-mm.
%+3"
*8.8
Gravel %Sand %Fines
m _ Fine Coarse Medium Fine Silt Clay
`0 0.0 26.1 12.9 16.7 9.0 26.5
a�
SIEVE PERCENT SPEC." PASS? Material Description
m SIZE FINER PERCENT (X=NO) Brown clayey sand with gravel
.E- 2" 100.0 100.0
E "1.5 98.5
a) 1" 95.1
3/4" 91.2 Atterbern Limits
1/2" 83.6 PL= 14 LL= 36 PI= 23
g 3/8" 78.2 Coefficients
#4 65.1 D90= 17.7574 D85= 13.6400 DB0= 3.4644
o #10 52.2 D50= 1.6991 D30= 0.1755 D15=
#16 45.3 D10= CU= Cc=
#50 33.0 Classification
#100 33.3 USCS= SC AASHTO= A-2-6(1)
2 #200 26.5 15.0-65.0 Remarks
2 Natural Moisture: 11.0%
s
c
_0 Soil Liner Fill
a>
Location:Tezak Processing Plant
Sample Number:NFSLF-96-C Depth: Stockpile Date: 07/17/19
75 Client: CC&V Gold Mining Company
■■NewFields Project: Squaw Gulch VLF Phase 2
.
y
H Project No: 475.0106.032 Figure NFSLF-96-C
Tested By: JG __ - Checked By: TW