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Ui <br /> a <br /> a) <br /> U- <br /> 3 <br /> a� <br /> z <br /> Particle Size Distribution Report <br /> 100 ------- Soil Liner Fill <br /> .`' 90 <br /> L I I I I I I 1 I I I I I I <br /> •�Q 80 I I I I I I I I <br /> I I I I I I I I I I I I <br /> I I I I I I I I I 1 I I 1 I <br /> 7 I 1 1 1 I I I I I I I I 1 <br /> 70 <br /> •� I I 1 I 1 I I I I I I 1 I I <br /> I 1 I I I I I I I <br /> _ (If I I I I I I I I I I I I I I <br /> W 60 <br /> ' Z 1 I I I 1 I I <br /> 1 I I 1 I I I 1 <br /> N Z 50 <br /> I I I I I I I <br /> U I I I I I I I <br /> I I I I I 1 I I I 1 I I <br /> 2 W 40 <br /> a I I I I I I I I I I 1 I <br /> 1 I I I I I I I I I I I 1 <br /> 30 1 I I I I I1 1 <br /> 20 . 1 <br /> f6 I 1 I I I I I I I I I I I <br /> W I I I I I I I I I I I I 1 <br /> I I I I I I I I I 1 I I I I <br /> 10 <br /> a 1 1 1 I 1 I I I I I I <br /> 0 I I I I I 1 I I I 1 I <br /> 100 10 1 0.1 0.01 0.001 <br /> o GRAIN SIZE-mm. <br /> w %Gravel %Sand %Fines <br /> rn %+3" <br /> Coarse Fine Coarse Medium Fine Silt Clay <br /> `0 0.0 1 9.7 17.7 9.4 14.4 9.8 39.0 <br /> v . <br /> SIEVE PERCENT SPEC.' PASS? Material Description <br /> rn SIZE FINER PERCENT (X=NO) Brown clayey sand with gravel <br /> S 2" 100.0 100.0 <br /> 1.5" 98.3 <br /> E 1" 94.7 <br /> 3/4" 9 .3 Atterberg Limits <br /> 1/2" 82.7 PL= 11 LL= 38 PI= 27 <br /> 0 3/8" 79.0 Coefficients <br /> #4 72.6 D90= 18.7302 D85= 14.4933 D60= 1.4811 <br /> o #10 63.2 D50= 0.4945 D30= D15= <br /> a� #16 57.7 D10= Cu= Cc= <br /> #50 46.3 Classification <br /> r #100 42.3 USCS= SC AASHTO= A-6(5) <br /> 0 <br /> m #200 39.0 15.0-65.0 Remarks <br /> Natural Moisture: 11.5%" <br /> Mn <br /> c <br /> Soil Liner Fill <br /> 0 Location:Tezak Processing Plant <br /> c Sample Number:NFSLF-100-C Depth: Stockpile Date: 08/02/19 <br /> N <br /> Client: CC Gold Mining Company <br /> in <br /> (1) ei NewFields Project: Squaw Gulch VLF Phase 2 <br /> Cn <br /> Project No: 475.0106.032 Figure NFSLF-100- <br /> Tested By: JB Checked By: TW <br />