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
� << U#U#U
_ o 00000 � o
M U
100 -------- Soil Liner Fill
I I I I I I I 1 I I I I
90
80 1it
I I I I I I I I I I I I
70
N I I I I I I 1 I 1 I I I I
LL I I I I I I I I I I 1 I I
W 60 I 1 I I I I I I
Z I I I I I I I I I I 1 I I
LL
I 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 1 I I I I
Z50 I I 1 I I 1 I I I I
J 1 I 1 1 I 1 I
W
U 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 I I I I I I I
W 40 I I I 1 I I
a I 1 I I I \l I I
I I 1 I I I I I I 1 I I
30 I I I 1
20
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 I I I I 1 I I I I
I I I I I I I I I I I I I 1
10
I 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 I
I I I I 1 I 1 I I I 1 I I I
I I I I 1 I I I I I I I I I
0 I I I 1 I I I I I I I I I 1
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 18.4 20.9 8.2 12.6 11.8 28.1
SIEVE PERCENT SPEC.* PASS? Material Description
SIZE FINER PERCENT (X=NO) Brown clayey gravel with sand
2.0" 100.0 100.0
1.51' 95.6
1.0" 81.6 Atterberg Limits
;
05511' 72.3 PL= 17 LL= 33 Pl= 16
0.375" 68.3 Coefficients
#4 60.7 D90= 29.2638 D85= 22.7815 D60= 4.4533
#10 52.5 D50= 1.5260 D30= 0.1083 D15=
#20 45.0 D10= CU= CC=
#40 39.9
#50 36.8 Classification
#100 31.8 USCS= GC AASHTO= A-2-6(1)
#200 28.1 15.0-65.0 Remarks
Natural Moisture= 15.0%
Soil Liner Fill
Location: Dump 1 Processing
Sample Number:NFSLF-I4-C Depth: Stockpile Date: 05/04/2016
Client: CC&V Gold Mining Company
■■NewFietds Project: Squaw Gulch Valley Leach Facility-Phase 1
.
Project No: 475.0106.006 Figure NFSLF-14-C
Tested By: TW ______ Checked By: JDH