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 O O O
= C C C C C a O N t0+1 7 (00 O N
100 c Soil Liner FIII
90 `y
80 1
70
I I I I I I 1 1 I 1 I I
N I I I I I I
LL I 1 1 I I I I I I I I I I
W 60 I I I 1 I 1 1 I
Z I I I I 1 I 1
LL
1 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 I I I I I 1 I
Z50 I 1 I I I I
I I I I I I I l
W
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
W 40 I I I 1 I 11
a I I I I I I I I I 1 1 I
I I I I I I I I I I I I I
30
I I I I I I I 1 I I I\ I I
20
I I I I I 1 1 I I I I I I
I I I I I I I I 1 1 1 I
1 1 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 1 I I
10
I I I I I 1 I I 1 I I I I 1
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
O I 1 I I I
100 10 1 0.1 0.01 0.001
GRAIN SIZE-mm.
%Gravel %Sand %Fines
%+3„
Coarse Fine Coarse Medium Fine Silt Clay
0.0 5.7 26.5 10.3 12.0 9.2 36.3
SIEVE PERCENT SPEC." PASS? Material Description
SIZE FINER PERCENT (X=NO) Brown clayey gravel with sand
2.0" 100.0 100.0
1.5" 100.0
1.0" 98.7
0.75" 94.3 Atterberg Limits
0.5" 85.8 PL= 15 LL= 37 P1= 22
0.375" 79.4 Coefficients
#4 67.8 D90= 15.3892 D85= 12.2645 D60= 2.5334
#10 57.5 D50= 0.8168 D30= D15=
#20 50.3 D10= CU= Cc=
#40 45.5
43.2 Classification
#50
#100 43. USCS= GC AASHTO= A-6(3)
#200 36.3 15.0-65.0 ! Remarks
Natural moisture= 12.5%
Soil Liner Fill
Location: Dump 1 Processing
Sample Number:NFSLF-20-C Depth: Stockpile Date: 06/03/2016
Client: CC&V Gold Mining Company
"NewFields Project: Squaw Gulch Valley Leach Facility-Phase 1
Project No. 475.0106.006 Figure NFSLF-20-C
Tested By: KS _ ____ Checked By:ACW