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
G C C C C C 10 O
(O M n \ C) ik # # ik ik ik ik
100 - Soil Liner Fill
90
80
I I I I I I I I I I I I I
I I I I I I I I I I I C JJ I
I I I I I I I I I I I I I
I I I 1 I 1 I I I I I I I
W 60 I I I I I I I I
ZLL
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 I I I I I I 1 I 1 I I
Z50 I I I I 1 I I
I I I I 1 I I
W I I I I I 1 I I { I I I
I 1 I I I I I I
N I I I 1 I I I I I 1 1 1 I
lL I I I I I 1 I I 1 1 I I
W 40 `I
a I I I I I I I I 1 1 tj I I
1 1 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 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 I I
10
I 1 I I I I I I 1 I 1 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 1 I I I I I
O I I I I I 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 6.9 19.9 15.2 12.8 9.3 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
1.011 97.9
0.75" 93.1 Atterberg Limits
0.5" 87.6 PL= 16 LL= 39 PI= 23
0.375" 83.3 Coefficients
#4 73.2 D90= 15.3245 D85= 10.6328 D60= 2.2806
#10 58.0 D50= 0.8808 D30= D15=
#20 49.8 D10= CU= Cc=
#40 45.2
#50 42.839.2
2.8 Classification
#100 42. USCS= SC AASHTO= A-6(3)
#200 35.9 15.0-65.0 ! Remarks
Natural Moisture=10.8%
Soil Liner Fill
Location: Dump 1 Processing
Sample Number: NFSLF-24-C Depth: Stockpile Date: 06/09/2016
Client: CC&V Gold Mining Company
"i NewFields Project: Squaw Gulch Valley Leach Facility-Phase 1
Project No: 475.0106.006 Figure NFSLF-24-C
Tested By: KS ___ __ _ Checked By: TW