2019-09-30_REVISION - M1980244 ‎(3)‎

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Date: 9/30/2019
• Doc Name: Request for Technical Revision
• From: CC&V
• To: DRMS
• Type & Sequence: TR118
• Email Name: TC1
• Media Type: D
• Archive: No

Particle Size Distribution Report
C C o
C C C C C C O O O O O O _7 O
t0 M n \ M # # Xt ik ik
100 ``TI , Soil Liner FIII
T1",
90
80 1
I 1 I I I I I ( I I I I I
70
N I I I 1 1 1
LL I 1 I I I I I I I I I I 1
W V CO I I I I 1 I
Z I I 1 I I I I I I I I 1 1
I 1 1 I I I I 1 I
W
1 I I 1 I
Z 50
1 I I I I I I I 1 1 I I I
W I I I I { 1 I
U I I 1 I I I I I I I I I I
W40 1 I I I I I I I I
it I I I I I I I I I 1 I I
I I I I I 1 I I I I I I I
30 I I I I I I
I�
I I I I I I I I I I I I I
20
I I I 1 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 I I I I I I 1 I I
I I 1 I I I I I I I I I I I
I 1 1 I I I I I I 1 I I I I
10
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
I I I I 1 I I I I I I I I
O 1 1 1 I I 1 I I
100 10 1 0.1 0.01 0.001
GRAIN SIZE-mm.
%+3" %Gravel %Sand %Fines
Coarse Fine Coarse Medium Fine slit Clay
0.0 8.1 22.9 8.4 13.0 11.7 35.9
SIEVE PERCENT SPEC." PASS? Material Description
SIZE FINER PERCENT (X=NO) Brown clayey sand with gravel
2.0" 100.0 100.0
1.5" 100.0
0.75 91.9 Atterberg Limits
0.5" 82.2
PL= 13 LL= 32 P1= 19
0.375" 76.7 Coefficients
#4 69.0 D90= 17.5418 D85= 14.3170 D60= 1.8815
#10 60.6 D50= 0.5818 D30= D15=
#20 52.9 D10= CU= Cc=
#40 47.6
#50 44.6 Classification
#100 39.7 USCS= SC AASHTO= A-6(2)
#200 35.9 15.0-65.0 Remarks
Natural Moisture= 11.4%
Soil Liner Fill
Location: Dump 1 Processing
Sample Number:NFSLF-1 -C Depth: Stockpile Date: 5/11/2016
Client: CC&V Gold Mining Company
■■NewFtelds Project: Squaw Gulch Valley Leach Facility-Phase 1
.
Project No: _ 475.0106.006 Figure NFSLF-I6-C
Tested By: TW__ ___ _ Checked By:JDH