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a <br /> a� <br /> 3 <br /> a� <br /> Z <br /> Particle Size Distribution Report <br /> M - r <br /> 100 I `' I I I I I I I ------- Soil Liner Fill <br /> 90 <br /> 0 80 I I \tip 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 1 1 I I I I <br /> O 70 <br /> I I I I I I I I I I I 1 1 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 1 I I <br /> W 60 <br /> Z I I I I I 1 I 1 <br /> I I I I I <br /> � Z 50 I I I I I I I I I I I I I <br /> O W <br /> U I I I I I I I 1 I I <br /> ` 1 1 I <br /> 2 W 40 <br /> I I I I I I I I I I I <br /> I I I I I I I I I I 1 I 1 <br /> 30 <br /> I I I I 1 I I I I I I I C I <br /> (13 20 I I I I I I 1 I I <br /> I I I I 1 I 1 I I I I I I I <br /> 10 1 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 /> O I 1 1 I I I I I I <br /> L 100 10 1 0.1 0.01 0.001 <br /> o GRAIN SIZE-mm. <br /> N %+3" <br /> %Gravel %Sand %Fines <br /> 4? I Coarse Fine Coarse Medium Fine Sift Clay <br /> 0 0.0 9.4 17.6 12.4 16.6 9.4 34.6 <br /> v <br /> SIEVE PERCENT SPEC.* PASS? Material Description <br /> rn SIZE FINER PERCENT (X=NO) Brown clayey sand with gravel <br /> 2" 100.0 100.0 <br /> 1.5" 98.6 <br /> u> 1" 94.3 <br /> 3/4" 90.6 Atterberg Limits <br /> £ 1/2" 84.0 PL= 11 LL= 35 PI= 24 <br /> 0 3/8" 80.1 Coefficients <br /> #4 73.0 D90= 18.3172 D85= 13.5398 D60= 1.9143 <br /> o #10 60.6 D50= 0.8413 D30= D15= <br /> w #16 53.7 1)10= CU= Cc <br /> #40 44.0 <br /> W #50 41.5 Classification <br /> C USCS= SC AASHTC= A-2-6(3) <br /> c #100 37.7 <br /> #200 34.6 15.0-65.0 Remarks <br /> w Natural Moisture:9.3% <br /> c <br /> Soil Liner Fill <br /> a <br /> 2 Location:Tezak Processing Plant <br /> c Sample Number:NFSLF-112-C Depth: Stockpile Date: 08/19/19 <br /> 75 Client: CC&V Gold Mining Company <br /> � 8 mP Y <br /> Project: Squaw Gulch VLF Phase 2 <br /> .■■NewFields <br /> y <br /> Project No: 475.0106.032 Figure NF5LF-112-C <br /> Tested By: JB___ ____ Checked By: TW <br />