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 � Ooo
G O O 0 0
0 a ik
100
Soil Liner FI„
I I I I I I I I I I
I I \4 I I I 1 I I I I I
90 1
I I I I I I I I I I I I
80 1
I I I I I I I I 1 I I I I I
w 60 I I 1 I I 1 I I I
Z I I I I I 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 1 I I
I I I 1 I
LL
50
Z I I I I I I 1 I I I I I I I
w I I I I I
U I I I I I 1
N 1 1 1 1 1 1 I 1
LL I 1 1 1 I 1 1 I I I I 1
W 40
a I I I I I I I I I 1 1 I j
I I I I I I I I I I I I 1
30
I 1 I I I I I I I I I I I
I I I I I I 1 I I I 1 ii I
I I I I I I I I I I I I< 1
20
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 I
I I I I 1 I I 11 I I I I I
10
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 I I I
I 1 I I I I I I I I I I I I
0 I I I I 1
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 8.9 rt 22.9 12.7 15.1 10.4 30.0
SIEVE PERCENT SPEC." PASS? Material Description
SIZE FINER PERCENT 1 (X=NO) Brown clayey sand with gravel
2.0" 100.0 100.0 1
1.5" 100.0
95.9 i
91.184.2
1.1 Atterberg Limits
0.75"
0.5" 91. PL= 18 LL= 40 P1= 22
0.375" 78.7 Coefficients
#4 68.2 D90= 17.8133 D85= 13.2832 D60= 2.7389
#10 55.5 D50= 1.2879 D30= D15=
#20 45.8 D10= CU= Cc=
#40 40.4
#50 37.8 Classification
#100 33.7 USCS= SC AASHTO= A-2-6(2)
#200 30.0 15.0-65.0 Remarks
Natural Moisture=15.0%
Soil Liner Fill
Location: Dump 1 Processing
Sample Number:NFSLF-8-C Depth: Stockpile Date: 03/28/2016
Ali Client: CC&V Gold Mining Company
mi NewFietds Project: Squaw Gulch Valley Leach Facility-Phase 1
iI.
Project No: 475.0106.006 Figure NFSU-8-,
Tested By: BM _ ___ Checked By: JDH