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Particle Size Distribution Report <br /> 0 0 <br /> 100 i i Soil Liner FIII <br /> 90 <br /> T_� <br /> 80 <br /> 70 <br /> W 60 i <br /> Z <br /> LL <br /> 50 <br /> W <br /> U4, <br /> r <br /> W 40 i <br /> 30 <br /> 20 <br /> 0 <br /> 100 10 1 0.1 0.01 0.001 <br /> GRAIN SIZE-mm. <br /> %+3" %Gravel %Sand %Fines <br /> Coarse I Fine Coarse Medium Fine Silt Clay <br /> 0.0 6.0 1 24.9 13.0 14.3 10.9 30.9 <br /> SIEVE PERCENT SPEC." PASS? Material_Description <br /> SIZE FINER PERCENT (X=NO) Brown clayey sand with gravel <br /> 2.0" 100.0 100.0 <br /> 1.5" 100.0 <br /> 1.05" 94.9 Atterberg Limits <br /> 0.5" 89.7 PL= 19 LL= 39 P1= 20 <br /> 0.375" 85.7 Coefficients <br /> #4 69.1 D90= 13.0863 D85= 9.1583 D60= 2.7893 <br /> #10 56.1 D50= 1.1566 D30= D15= <br /> #20 47.0 D10= Cu= Cc= <br /> #40 41.8 <br /> #50 39.1 Classification <br /> #100 34.9 USCS= SC AASHTO= A-2-6(2) <br /> #200 30.9 15.0-65.0 Remarks <br /> Natural Moisture= 15.3% <br /> Soil Liner Fill <br /> Location: Dump 1 Processing <br /> Sample Number:NFSLF-9-C Depth: Stockpile Date: 03/30/2016 <br /> f Client: CC&V Gold Mining Company <br /> ■uNewFields Project: Squaw Gulch Valley Leach Facility-Phase 1 <br /> . <br /> -Project No: 475.0106.006 Figure NFSLF-9-C <br /> Tested By: BM ____ - - Checked By: JDH <br />