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A) <br /> iL <br /> 3 <br /> a� <br /> z <br /> Particle Size Distribution Report <br /> (13 <br /> C C C C _ O O O O O O <br /> a U <br /> 100 ' I I I I I I I I Soil Liner Fill <br /> I I n I I I I I I I I I <br /> 90 ♦I <br /> 80 <br /> I I 0� 70 I I II � 11 , <br /> II I <br /> I I I 1 I I I I I I I I I I <br /> I I I I 1 I 1 I I I I I I <br /> I I I I I I I I I I 1 1 I I <br /> WLL <br /> Z I I I I I I I I I I I 1 I <br /> ♦_ 1 I I I I I I 1 I <br /> I 1 I I I I I I <br /> !y Z 50 I I I I I I I I I 1 I I <br /> U W <br /> U <br /> 2 W 40 I I I I I I I I I I <br /> 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 <br /> I I I I I I I I I I I I 1 <br /> 30 <br /> 20 <br /> I I I I I I I I I I 1 I I I <br /> 10 I I I I I I <br /> 0 I 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 I I I I 1 I I I I I I <br /> i 100 10 1 0.1 0.01 0.001 <br /> H <br /> -o GRAIN SIZE-mm. <br /> rn %+8' <br /> %Gravel %Sand %Fines <br /> Coarse Fine Coarse Medium Fine Silt Clay <br /> `0 0.0 5.9 17.3 12.4 16.2 14.3 33.9 <br /> i� SIEVE PERCENT SPEC.` PASS? Material Description <br /> a� <br /> SIZE FINER PERCENT (X=NO) Dark brown clayey sand with gravel <br /> Cn <br /> S� 2" 100.0 100.0 <br /> E 1.5" 98.3 <br /> E P 95.7 <br /> Atterberg Limits <br /> 1/2" 94.1 PL= 15 LL= 45 PI= 30 <br /> 2 3/8" 88.8 Coefficients <br /> #4 76.8 D90= 11.4475 D85= 7.2454 D60= 1.3737 <br /> o #10 64.4 D50= 0.5160 D30= D15= <br /> #16 58.3 D10= Cu= Cc= <br /> #40 45 0 Classification <br /> o #100 38.8 <br /> USCS= SC AASHTO= A-2-7(4) <br /> Q #200 33.9 15.0-65.0 Remarks <br /> U) <br /> 4] <br /> c <br /> Soil Liner Fill <br /> 0 <br /> 0 Location:Tezak Processing Plant <br /> 0 Sample Number:NFSLF-119-C Depth:Stockpile Date: 02/05/2020 <br /> Client: CC&V Gold Mining Company <br /> Q ■■NewFietds Project: VLF Phase 2B <br /> NI <br /> . <br /> I� Project No: 475.0106.032 Figure NFSLF-119-C <br /> Tested By: AR-- ___ Checked By:JH <br />