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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Particle Size Distribution Report
>
gig
lQ 100 --- Soil Liner Fill
I I h I I I I I I I I I I
90 .I
.r+ I I I 1 Ql�
80
_ I I I I I I I I 1 I I I I I
I I I I 1 I I
70
I I I I I 1 I I I I I I 1 I
I I I 1 I I I I I I I I I
I I I I I I I I I I I I I I
W 60 1 I I I I I
Z
z �
I I I I I
a ~ I I I I I I I 1 I
U W
-a
W 40
I I I I 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 1 I I t 1 I
30
I I I I I 1 I I I I I
1 I I I I I I I 1 I I I C I
20 I I 1 I I I I I I
CU
I I I I I I 1 I I I I I I I
10 I I 1 I I I I 1 I
� I I I I I I I I I I I I 1 I
I I 1 I I I 1 I I I
� 0 I I I I 1 I I I I I 1 I I I
100 10 1 0.1 0.01 0.001
a GRAIN SIZE-mm.
%Gravel %Sand _ %Fines
2 %+3" Coarse Fine Coarse Medium Fine SIR clay
0 0.0 8.9 23.1 16.8 16.9 1 7.9 26.4
v
SIEVE PERCENT SPEC.` PASS? Material Description
w SIZE FINER PERCENT (X=NO) Dark brown clayey sand with gravel
2" 100.0 100.0
1.5" 99.3
F, 95.2
a Atterbern Limit
3/4" 91.184.1
1.1 s
£ 1/2" 91.1 PL= 10 LL= 42 PI= 32
0 3/8" 79.3 Coefficients
#4 68.0 D90= 17.7653 D85= 13.3908 D60= 3.1581
c #10 51.2 D50= 1.8629 D30= 0.2040 D15=
c0 #16 43.6 D10= Cu= Cc=
@ #40 34.3
#50 32.0 Classification
C USCS= SC AASHTO= A-2-7(2)
o #100 28.7
#200 26.4 15.0-65.0 Remarks
rn
Natural Moisture: 13.0%
c
Soil Liner Fill
3 Location:Tezak Processing Plant
Sample Number:NFSLF-93-C Depth:Stockpile Date: 07/12/19
75 Client: CC&V Gold Minn Company
� 8 mP Y
m ■■ Project: Squaw Gulch VLF Phase 2
.NewFietds
Project No: 475.0106.032 Figure NFSU-93-C
Tested By: _JB Checked By: TW