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

0i
A)
Ii
3
a�
z
Particle Size Distribution Report
100 '� I I I I I I I ------- Soil Liner FIII
90 .I
y--�
80
I I I I I I I I
I I I 1 I I I I I I I I I I
I
1
70 1
I I I 1 1 I
I I I 1 I I I I 1 I I I I
I I I 1 I I I I
W 60 I I I I I I
Z I I I I I I I
I I I I I I I 1 I
� z 50 I I I I I I I I I I I 1 I
(J W I 1 1 I I I I 1 I
2 W 40 I I I I I I I I
d I I I I I I I 1 1
� I I 1 I I 1 I I I 1 I 1
I I I I I I I 1 I 1 I 1
I I I I I I I I I I 1
� 30
I I I I I I 1 I I I I I 1
C I I I I I 1 I 1 I I I T I
(6 20 I I I I I I I
N I I I I I I I I
I I I I I I I I I I I 1 1 I
0 10 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 I I I I I 1 I I
0 1 �ITITTI I
I I 1 I I I I I 1 I
s 100 10 1 0.1 0.01 0.001
GRAIN SIZE-mm.
%+3"
%Gravel %Sand %Fines
Coarse Fine Coarse Medium Fine Silt clay
0 0.0 1 19.2 1 22.0 10.2 12.8 1 7.1 28.7
a
SIEVE PERCENT SPEC." PASS? Material Description
N SIZE FINER PERCENT (X=NO) Brown clayey gravel with sand
S-: 2" 100.0 100.0
E 1.5" 97.2
0 1" 88.0
" 80.872.9
0.8 Atterberg Limits
� 3/4
W 1/ " 80. PL= 13 LL= 46 PI= 33
0 3/8" 68.8 Coefficients
#4 58.8 D90= 27.3788 D85= 22.5788 D60= 5.1625
o #10 48.6 D50= 2.2845 D30= 0.1129 D15=
ai #16 43.5 D10= CU= Cc=
#40 33.8 Classification
o #100 30.9
USCS= GC AASHTO= A-2-7(3)
#200 28.7 15.0-65.0 Remarks
Natural Moisture: 12.5%
.c
c
a�
Soil Liner Fill
Location:Tezak Processing Plant
c Sample Number:NFSLF-89-C Depth: Stockpile Date: 07/03/19
Client: CC&V Gold Mining Company
L �i NewFields Project: Squaw Gulch VLF Phase 2
H Project No: 475.0106.032 Figure NFSLF-?g-_Cjl
Tested By: JB - Checked By: TW