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Ui <br /> a� <br /> iL <br /> 3 <br /> Z <br /> Particle Size Distribution Report <br /> ° C! ` " � ova <br /> # s <br /> 100 4111 ------- Soil Liner FIII <br /> 1 'Y_ I I I I 1 <br /> .l <br /> 90 I I <br /> Q 80 <br /> •� I I I I I I I I <br /> Q 70 7_ <br /> •� I I I I I I I I I I 1 I I <br /> I I I I I I I I I 1 I I 1 I <br /> W 60 I I I I <br /> Z I I 1 I I I I I <br /> C LL I I I I I I I I I I I I I <br /> Z 50 I I I I I I 1 I I I I I I <br /> j wof <br /> I I I I 1 I <br /> VV 1 I I I I I I 1 I I I I <br /> 1 I I I I I <br /> 2 W 40 I 1 I I 1 I <br /> t)L I I I I I <br /> L I I 1 I I I 1 I I I I I I <br /> I I I I I I <br /> 30 <br /> 20 I I I I I I I I I <br /> @ I I I I I I I I I I I 1 I <br /> y I I I 1 I I I I I I I <br /> I I I I I I I 1 I I 1 I I I <br /> 0 10 I I I I I I I I I I I <br /> I I I I I 1 I I I I I I I I <br /> I I I I I I I I I I I I I I <br /> rn 0 I 1 I 1 I I I <br /> t 100 10 1 0.1 0.01 0.001 <br /> H <br /> 6 GRAIN SIZE-mm. <br /> N %+3' %Gravel %Sand %Fines <br /> 4; Coarse Fine Coarse Medium Fine SIR Clay <br /> 0 0.0 19.7 15.3 11.8 13.8 11.7 1 27.7 <br /> v <br /> � SIEVE PERCENT SPEC.' PASS? Material Description <br /> SIZE FINER PERCENT (X=NO) Dark brown clayey sand with gravel <br /> 2" 100.0 100.0 <br /> E 1.5" 85.3 <br /> a� 1" 82.0 <br /> 3/4" 80.3 Atterberg Limits <br /> 1/2" 77.3 PL= 16 LL= 41 PI= 25 <br /> .2 3/8" 75.1 Coefficients <br /> #4 65.0 D90= 42.6458 D85= 36.8956 D60= 3.4155 <br /> o #10 53.2 D50= 1.4633 DgO= 0.1124 D15= <br /> #16 48.0 D10= Cu= cc= <br /> #50 36.8 Classification <br /> 0 <br /> #100 31.8 USCS= SC AASHTO= A-2-7(2) <br /> as #200 27.7 15.0-65.0 Remarks <br /> c <br /> -o Soil Liner Fill <br /> aD <br /> a <br /> Location:Tezak Processing Plant <br /> Sample Number:NFSLF-113-C Depth: Stockpile Date: 10/23/2019 <br /> Client: CC&V Gold Mining Company <br /> ■■ Project: VLF Phase 2B <br /> .NewFields <br /> I� Project No: 475.0106.032 Figure NFSLF-113- <br /> Tested By: AR Checked By: JH <br />