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 C O p O
O O (Op O V_ O
tD f7 G \ G n \ ty # # W. U Xk # # #
100 -------- Soil Liner F,
90
I I I I C I I I I I 1 I I
80 1
I I I I I I I f 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 1 I I I I
I I I I I I I I 1 I I I 1 I
w 60 I I I I I I I
ZFL
I I I I I
I I I I
I I I I I I I 1 I I I 1 I I I
I I I I I I I I I I I I I j
Z 50
LjJ t
W 40
I I I I I I I I I I I I I
30
I I I I I I I I I I 1 I
I I I I I I I
20
I I I I I I I I 1 I I I I I
1 I I I I I I I I I I I I I
10 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 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 1 I I I
0 I I
I I I 1 1 I I I
100 10 1 0.1 0.01 0.001
GRAIN SIZE-mm.
%+3" %Gravel %Sand %Fines
Coarse Fine Coarse Medium Fine _ _ Slit Cla
0.0 3.7 20.2 1 13.0 1 12.8 10.9 39.4
SIEVE PERCENT SPEC." PASS? Material Description
SIZE FINER PERCENT (X=NO) Brown clayey sand with gravel
2.0" 100.0 100.0
1.5" 99.7
1.01, 98.4
3 Atterberg Limits
0.75" 96.
0.5" 91.7PL= 13 LL= 39 P1= 26
0.375" 87.5 Coefficients
#4 76.1 D90= 11.2221 D85= 8.1018 D60= 1.4970
#10 63.1 D50= 0.4083 D30= D15=
#20 55.5 D10= Cu= Cc=
#40 50.3
#50 47.5 Classification
#100 43.2 USCS= SC AASHTO= A-6(5)
#200 39.4 15.0-65.0 ! Remarks
Natural Moisture= 10.9%
Soil Liner Fill
Location: Dump 1 Processing Date: 06/16/2016
Sample Number:NFSLF-27-C Depth: Stockpile
Client: CC&V Gold Mining Company 1
Ow NewFietds Project: Squaw Gulch Valley Leach Facility-Phase 1
I Project No: 475.0106.006 Figure NFSLF-27-
Tested By: _KS/TW _ ------ - Checked By: JDH