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
_ _ _
(O7 O (Otpp
100 -------- Soil Liner FIII
90
80
I I I I I I I ( I I I I I
70 I 1 L
N I I I I I I I I I I I I
LL
W 60 I I I I I
Z I I I I I I I I I I I I I
LL
1 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 1
Z50 I 1 I 1 I I I I
I I I I I I 1 I 1 I
W I I I I I I I I 1 1 I I I
UOf
I I I 1 I I I I I
1 I I I I I
I I I I I I I I I I I I
W 40 I 1 I I I I
a I I I I I I I I I 1 I I
I I I I I I I I I I I I
77
30
I I I I I I I I I I I I I
20
I I I I I I I I I I I I I
I I I I I f 1 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 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 1
I I I I I I I I I I I I I 1
0 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 14.4 20.4 10.7 12.4 8.8 33.3
SIEVE PERCENT SPEC." PASS? Material Description
SIZE FINER PERCENT I (X=NO) Brown clayey gravel with sand
2.0" 100.0 100.0
1.5" 99.1 1
1.0" 85.6
11 �
Atterber Limits
0 5" 76.2 PL= 14 LL= 37 P1= 23
0.375" 71.7 Coefficients
#4 65.2 D90= 22.5206 D85= 18.6129 D60= 2.9490
#10 54.5 D50= 1.5197 D30= D15=
#16 46.5 D10= CU= CC=
#40 42.1
#50 39.8 Classification
#100 36.4 USCS= GC AASHTO= A-2-6(2)
#200 33.3 15.0-65.0 ! Remarks
Natural Moisture= 11.1%
Soil Liner Fill
Location: Dump 1 Processing
Sample Number:NFSLF-25-C Depth: Stockpile Date: 06/14/2016
Client: CC&V Gold Mining Company
�iNewFietds Project: Squaw Gulch Valley Leach Facility-Phase 1
Project No: 475.0106.006 Figure NFSLF-25-C
Tested By: KS/TW _ _ __.___ Checked By: JDH