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Particle Size Distribution Report <br /> � � a o 000 0p 0 � 0 <br /> f0 C7 0 \ 0') # # # # # # # <br /> 100 ,, _ Soil Liner Fill <br /> 90 .1 <br /> 80 1 <br /> I I I I I I I F I I 1 I I <br /> I I I I I I I I 1 I I I I <br /> I I 1 I I I I I <br /> 70 <br /> W 0 6 I I 1 I 1 I 1 <br /> Z I I 1 I I I I I I <br /> I I I 1 I I 1 I I <br /> I I I I I I I I 1 I I I I <br /> I I I I I I I I I I 1 I <br /> LL <br /> 50 I I I 1 I I I <br /> Z I I I I I I I <br /> W I 1 1 I l I I <br /> U I I I I I 1 I <br /> I I I 1 I I I I I I I I I <br /> W 40 \ <br /> [11 <br /> I I 1 1 <br /> I I I I 'II I <br /> 30 I I I 1 I I I I I I I I <br /> I. <br /> I I I I I I I I I I I 1 I <br /> 20 <br /> I I I I I I I I I I I I I <br /> I I I I I 1 I I I I I I 1 I <br /> I I I I I I I I I I I I I I <br /> 10 <br /> I I I I I I I I I I I I 1 I <br /> I 1 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 I I <br /> 100 10 1 0.1 0.01 0.001 <br /> GRAIN SIZE-mm. <br /> %+3" %Gravel %Sand %Fines <br /> Coarse Fine Coarse Medium _ Fine Silt Clay <br /> 0.0 4.2 20.3 14.3 15.3 11.4 34.5 <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" 99.6 <br /> 95 9.8.8 0.75" 89.4 Atterber Limits <br /> 0.5" PL= 16 LL= 41 P1= 25 <br /> 0.375" 85.7 Coefficients <br /> #4 75.5 D90= 13.1821 D85= 9.0039 D60= 1.8319 <br /> #10 61.2 D50= 0.6904 D30= D15= <br /> #20 51.8 D10= CUE Cc= <br /> #40 45.9 Classification <br /> #50 42.9 USCS= SC AASHTO= A-2-7(3) <br /> #100 38.5 <br /> #200 34.5 15.0-65.0 Remarks <br /> Natural Moisture= 15.8% <br /> Soil Liner Fill <br /> Location: Dump 1 Processing <br /> Sample Number:NFSLF-II-C Depth: Stockpile Date: 04/06/2016 <br /> 11 Client: CC&V Gold Mining Company <br /> '"NewFietds Project: Squaw Gulch Valley Leach Facility-Phase 1 <br /> . I <br /> Project No: 475.0106.006 Figure NFSLF-1 I-C <br /> Tested By: BM _ __ Checked By: JDH_ ___ <br />