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a <br /> a� <br /> iL <br /> 3 <br /> a� <br /> z <br /> ca <br /> Particle Size Distribution Report <br /> o _ _ o 0 <br /> S i 8 �Q <br /> 100 I I I I I I I 1 ------- Soil Liner Fill <br /> CO <br /> 90 <br /> 3 I 1 I I I I I I I I <br /> 'LQ 60 I I I I I I I I I I I <br /> RI I I I I <br /> I I I <br /> Q 1 I I I I I I I <br /> Q 70 I I I I I I I I I I ti� I I 1 <br /> '1 <br /> 1 I I I I I I I I I I 1 I I <br /> I I I I I I I I I I I I I I <br /> w 60 1 I I I I I I <br /> C LL 1 1 I I I 1 1 I <br /> I I I I I I I I 1 <br /> F.. I I I I I I I I I I I 1 <br /> NZ 50 1 I I I I I 1 I I I <br /> jU I I I I I 1 I I I <br /> V I I I I I I I I I I I I <br /> CL I I I I 1 1 I I <br /> 30 I I I 1 <br /> 0 <br /> C I I 1 I I I I I I I I T I <br /> 14 20 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 I I I I I I I I I I I I <br /> 0 10 I I I I I I <br /> I I I I I I I I I I I I I I <br /> d I I I I I I I I I I I I I I <br /> y 0 I I I I I I I I I I I I I I <br /> 100 10 1 0.1 0.01 0.001 <br /> H <br /> -a GRAIN SIZE-mm. <br /> 2 %Gravel %Sand %Fines <br /> %+3^ <br /> ?? Coarse Fine Coarse Medium Fine Silt clay <br /> 0 0.0 8.9 11.3 12.9 16.8 1 14.9 35.2 <br /> v <br /> 0 <br /> � SIEVE PERCENT SPEC.' PASS? Material Description <br /> rn SIZE FINER PERCENT (X=NO) Red clayey sand with gravel <br /> 2" 100.0 100.0 <br /> 1.5" 97.7 <br /> E F, 94.5 <br /> 3/4" 91. Atterberg Limits <br /> 1/2" 87.9 PL= 14 LL= 37 Pl= 23 <br /> 0 3/8" 86.0 Coefficients <br /> #4 79.8 D90= 17.0105 D85= 8.2677 D60= 1.1697 <br /> o #10 66.9 D50= 0.4201 Dg0= D15= <br /> R #16 60.1 D10= Cu= Cc= <br /> #40 50.1 <br /> � #50 47.1 Classification <br /> C USCS= SC AASHTO= A-2-6(3) <br /> Q #100 40.8 <br /> #200 35.2 15.0-65.0 Remarks <br /> 0 <br /> c <br /> Soil Liner Fill <br /> a <br /> 3 Location:Tezak Processing Plant <br /> Q Sample Number:NFSLF-114-C Depth:Stockpile Date: 10/26/2019 <br /> 5 Client: CC&V Gold Mining Company <br /> Project: VLF Phase 213 <br /> .■■NewFietds <br /> Project No: 475.0106.032 Figure NFSLF-114- <br /> Tested By: AR Checked By: JH_ <br />