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

iL
3
z
Particle Size Distribution Report
>
ii
A a
0 100 I I •'� I I I I I I I ------- Soil Liner Fill
90 I I I I I I
I I I I I I I I I I I I
O_ 80
I I I I I 1 I I I 1 I I I I
70 I I I I I 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 1 1 I
I I I I I I I I I I 1 I
5 W 60
z I I I I I
I I I I I I 1 I I I I I I
I I I I I I 1 I 1 I
I I 1 I I I I 1 ,
� z 50
2 w 40 I I I I I I I 1 I I I
C2 I I I I I I I I J 1 I
I I I I I I I I I I I I I I
1 I I I I I I I I I 1 I 1
30 I I I I I I 1
1 I I I I Y
@ 20 I 1 I 1 I I I
I I I I I 1 I I I
I I I I I I I 1 I I I I I I
0
Cn
0 10 1 I I 1 I I 1 1 I I
I I 1 I I I I I I I I I I L-L
In 0
t 100 10 1 0.1 0.01 0.001
f-
o GRAIN SIZE-mm.
%Gravel %Sand %Fines
%+3' Coarse Fine Coarse Medium Fine Silt Clay
0 0.0 12.4 24.9 13.8 15.6 1 8.3 25.0
a •
SIEVE PERCENT SPEC' PASS? Material Description
SIZE FINER PERCENT (X=NO) Brown clayey sand with gravel
2" 100.0 100.0
1.5" 98.1
I" 93.1
2 0.75" 93. Atterberg Limits
-Z 0.511 78.4 PL= 13 LL= 46 P1= 33
0 0.37511 73.0 Coefficients
#4 62.7 D90= 21.3884 D85= 16.9645 D60= 4.0043
0 #10 48.9 D50= 2.1508 Dj6= 0.2546 D15=
m #16 42.3 D10= Cu= Cc
a
� 31.0 Classification
#50
C #100 31. USCS= SC AASHTO= A-2-7(2)
0
#200 25.0 15.0-65.0 Remarks
yNatural Moisture: 10.4%
L_
C
Soil Liner Fill
2 Location:Tezak Processing Plant
0 Sample Number:NFSLF-79-C Depth:Stockpile Date: 06/07/19
73 Client: CC&V Gold Mining Company
0 ■■ Project: Squaw Gulch VLF Phase 2
.NewFields
to
H Project No: 475.0106.032 Figure NFSLF-79-C
Tested By: JB _____ _ Checked By:TW