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Particle Size Distribution Report <br /> C C O O O <br /> C C C \ C C C O_ C' O <br /> CO M .�" M # # # # # # # <br /> 100 <br /> IIIIIIIIIIIII'IIIIII IIIIII II IIIIIIIIIIIIIIIIIIIII II11III I IIIIIIIIIIIIIII IIII IIIIII I `�yIIIIIIII1IIIII1II IIIIII IIIIII_ <br /> �_I1IIIII1IIIII II11I1 I1IIII II1III <br /> . <br /> IIIIIIIII <br /> IIIIII <br /> IIII <br /> I' <br /> III I <br /> I <br /> Soil LiI <br /> In er_F <br /> 9U <br /> 80 H <br /> VO <br /> LL <br /> ZZ 50 <br /> W 40 <br /> 30 7"� <br /> I I I I I I I I I I I I I <br /> 20 <br /> I I I I I I I I I I I I <br /> I I <br /> I I I I I I I I I I I <br /> I I I I I 1 I I 1 I I I I <br /> I I I I I I 1 I I I I I I I <br /> 1 I I I I I ' I <br /> 10 <br /> 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 /> I I I I I I I I I I I I I I <br /> O I I I <br /> 100 10 1 0.1 0.01 0.001 <br /> GRAIN SIZE-mm. <br /> ^/,+3" 0 Gravel %Sand %Fines <br /> Coarse Fine Coarse Medium _ Fine Silt Clay <br /> -� --- - - <br /> 0.0 4.9 22.0 11.5 12.7 10.3 1 38.6 <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 /> 1.0" 97.9 <br /> 0.75" 95.1 Atterberg Limits <br /> 0.5" 89.3 PL= 14 LL= 37 P1= 23 <br /> 0.375" 84.0 Coefficients <br /> #4 73.1 D90= 13.2330 D85= 10.0754 D60= 1.7152 <br /> #10 61.6 D50= 0.4928 D30= D15= <br /> #20 54.0 D10= CU= Cc= <br /> #40 48.9 <br /> #50 46.2 I Classification <br /> # USCS= SC AASHTO= A-6(4) <br /> 100 42.2 <br /> #200 38.6 15.0-65.0 Remarks <br /> Natural Moisture= 10.7% <br /> Soil Liner Fill <br /> Location: Dump 1 Processing <br /> Sample Number:NFSLF-30-C Depth: Stockpile Date: 06/22/2016 <br /> Client: CC&V Gold Mining Company <br /> mi NewFietds Project: Squaw Gulch Valley Leach Facility-Phase 1 <br /> Project No: 475.0106.006 Figure NFSLF-30 <br /> Tested By: KS--_____ --_- - _--- Checked By: JDH <br />