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 G
G C C g G C C COO O O O O O 7 O
(0 m n \ Cl) ik ik # V
100 cT Soil Liner Fill
I I \4 I 1 I I I I I I I I
I I I
90 y
$o I y I I
I I I I I I I I l u I I I I I
70
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 t
W 60 1
Z I I I I I I I
LL
I I I I I I I I I
I I I I I I I I I I 1 I I t
I I I I I 1 I I I 1 1 I I I
I I I I I I I I I I I I I
Z 50 I I I I 1 I I
W I I I I I t I I I
U I I I I I I I I I I
I I I I I I I I I 1 1 I I
W 40 `
11 I I I I I 1 I I I 1 I I
I I I I I 1 I I I I I I I
30
20
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
10
I I I I I I I I I 1 I I I
I I I I I I I I L
O I I I
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 6.5 19.7 13.5 14.6 9.9 35.8
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
1.0" 97.0
0.75" 88.5.5 Atterberg Limits
0.5" PL= 14 LL= 36 P1= 22
0.375" 84.1 Coefficients
#4 73.8 D90= 14.2105 D85= 10.0765 D60= 1.9643
#10 60.3 D50= 0.7675 D30= D15=
#20 50.8 D10= CU= Cc=
#40 45.7
#50 43.1 Classification
#100 43.3 USCS= SC AASHTO= A-6(3)
#200 35.8 15.0-65.0 Remarks
Natural Moisture= 10.6%
Soil Liner Fill
Location: Dump 1 Processing
Sample Number:NFSLF-41-C Depth: Stockpile Date: 07/22/2016
Client: CC&V Gold Mining Company
'=NewFields Project: Squaw Gulch Valley Leach Facility-Phase 1
Project No: 475.0106.006 _ Figure NFSLF-41-C
Tested By: KS/TW __ __ _ _ Checked By: JDH