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Particle Size Distribution Report <br /> C C O O Cl <br /> 100 l <br /> 90 <br /> 70 —_ <br /> LL 60 -- <br /> LL <br /> 50 �' <br /> uJry <br /> l <br /> W 40 <br /> 30 <br /> 20 <br /> 10 <br /> i i i i i i I ii i �i �i �i I I III I <br /> 0 <br /> 100 10 1 0 1 001 0 001 <br /> GRAIN SIZE-mm <br /> %+3„ %Gravel %Sand %Fines <br /> Coarse Fine Coarse Medium Fine Silt Clay <br /> 0.0 0.0 0.0 0.0 0.0 1.0 99.0 <br /> SIEVE PERCENT SPEC.' PASS? Material Description <br /> SIZE FINER PERCENT (X=NO) Grey lean clay <br /> #10 100.0 <br /> #20 100.0 <br /> #40 100.0 <br /> #50 100.0 Atterberg Limits <br /> 4100 99.8 PL= 23 LL= 37 P1= 14 <br /> #200 99.0 Coefficients <br /> D90= D85= D60= <br /> D50= D30= D15= <br /> D10= CU= Cc= <br /> Classification <br /> USCS= CL AASHTO= A-6(15) <br /> Remarks <br /> Natural Moisture=3 1.1% <br /> (no specification provided) <br /> Location:Concentrate Tailings <br /> Sample Number: Concentrate Tailings Date: 09/12/2016 <br /> Client: CC&V Gold Mining Company <br /> OlNewFields Project: Squaw Gulch Valley Leach Facility-Phase 1 <br /> Project No: 475.0106.006 Figure Conc. Tails <br /> Tested By: EN Checked By:ACW <br />