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
_� G S o 000 0 0 � 0
, co
100 ------ Soil Liner Fill
I I I I I I I I I I I I
I I I I
90
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
I I I I I\ I I I I I I I I
80 1
I I I I I I I I f I I 1 I I
70 P
I I I 1 I I I I I I I
N I I I I I I I I I I I I I I
LL I I I I 1 I I I I I I I I
W 60 I I I I I I
Z I I I I I 1 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 I
I I I I 1 1 I
Z 50 I 1 I I I 1 1
I I I I I I
W
U I I I I I I I
N I I I 1 I I I I 1 I I I I
LL I 1 I I I I I I I
W 40
it I I I I I I I I I l I I
I I 1 1 I I I I I I I I I
30 \
I I 1 1 1 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 I I I I 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 I I I 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
0 100 10 1 0.1 0.01 0.001
GRAIN SIZE-mm.
%+3" %Gravel %Sand %Fines
Coarse Fine Coarse Medium Fine Silt Clay
0.0 8.5 1 21.5 10.2 13.4 10.2 36.2
SIEVE PERCENT SPEC." PASS? Material Description
SIZE FINER PERCENT (X=NO) Brown clayey sand with gravel
2.0" 100.0 100.0
1.5" 99.6
1.0" 91.5 Atterber Limits
0.5
5' 84.1 PL= 12 LL= 40 P1= 28
0.375" 78.9 Coefficients
#4 70.0 D90= 17.4889 D85= 13.3509 D60= 2.0325
#10 59.8 D50= 1.0032 D30= D15=
#16 51.6 D10= Cu= Cc=
# 0 4 .4 Classification
#50 43.7 USCS= SC AASHTO= A-6(4)
#100 39.8
#200 36.2 15.0-65.0 Remarks
Natural Moisture= 11.5%
Soil Liner Fill
Location: Dump 1 Processmg
Sample Number:NFSLF-29-C Depth: Stockpile Date: 06/20/2016
------------
Client: CC&V Gold Mining Company
mi NewFietds Project: Squaw Gulch Valley Leach Facility-Phase 1
Project No: 475.0106.006 Figure NFSLF-29-C_
Tested By:_KS/TW-___ - ___ Checked By: JDH_