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Ui <br /> iL <br /> Z <br /> Particle Size Distribution Report <br /> c6 100i ------- Sol[Liner FIII <br /> I I n I I I I I I I I I <br /> 9U <br /> 3 I I I I I I I I 1 I I 1 <br /> 0 80 <br /> C I I I I I I I I <br /> I I I I I1 I I I I <br /> I I I I <br /> O 7U ti <br /> I I I I I I I I I I I I I <br /> I I I I I I I 1 I I I I I I <br /> W 60 I I I I I I I 1 <br /> Z <br /> C I—L I I I I I I I I <br /> I I I I I I I I I I I I <br /> N Z 50 1 I I I I I I I I I I I I <br /> I I I I I I I <br /> 1 1 I I I I I I I I 1 I <br /> O W 40 <br /> I I I I I I I I I I 1 <br /> I I 1 I I I 1 I I I I I <br /> 30 <br /> 0 <br /> 20 <br /> f6 I I I I I I I I I <br /> W I I I I I I I I I I I I I <br /> I I 1 1 I I I I I 1 I I I I <br /> 0 10 I I I I I I I 1 <br /> I I I I I I I I 1 I I I I I <br /> N 0 I I I I 1 I I I I I I I 1 I <br /> t 100 10 1 0.1 0.01 0.001 <br /> F- <br /> -o GRAIN SIZE-mm. <br /> 43 %Gravel %Sand %Fines <br /> rn %+3^ <br /> 4? Coarse Fine Coarse Medium Fine Silt Clay <br /> 0 0.0 4.9 13.5 16.4 20.8 15.0 29.4 <br /> � SIEVE PERCENT SPEC.' PASS? Material Description <br /> rn SIZE FINER PERCENT (X=NO) Red clayey sand with gravel <br /> 1.5" 100.0 <br /> V 96.1 <br /> a, 3/4" 95.1 <br /> ' 1/2" 93.1 Atterberg Limits <br /> � <br /> 3/8" 91.9 PL= 18 LL= 40 PI= 22 <br /> o #4 81.6 Coefficients <br /> #10 65.2 D90= 7.8268 D85= 5.6865 D60= 1.4288 <br /> o #16 57.3 D50= 0.6812 D30= 0.0830 D15= <br /> a; #40 44.4 D10= CU= Cr= <br /> #100 34.0 Classification <br /> C #200 29.4 15.0-65.0 USCS= SC AASHTO= A-2-6(2) <br /> 0 <br /> m Remarks <br /> c <br /> Soil Liner Fill <br /> v <br /> 2 Location:Tezak Processing Plant <br /> Sample Number:NFSLF-121-C Depth:Stockpile Date: 02/24/2020 <br /> 5 Client: CC&V Gold Mining Company <br /> m ■■ Project: VLF Phase 2B <br /> .NewFields <br /> ; <br /> H Project No: 475.0106.032 Figure NFSLF-121- <br /> Tested By: KS/AR Checked By:JH <br />