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100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />100 <br />Particle Size Distribution Report <br />m <br />10 <br />0 <br />a <br />u <br />GRAIN SIZE - mm. <br />0 <br />0 <br />o o <br />v <br />0.1 <br />0.01 <br />Soil Liner Fill (A) <br />0 001 <br />% Gravel <br />Coarse Fine <br />0.0 14.2 15.5 <br />% +3" <br />Coarse <br />7.6 <br />% Sand <br />Medium <br />11.0 <br />% Fines <br />Fine Silt I Clay <br />10.8 40.9 <br />SIEVE <br />SIZE <br />PERCENT SPEC. PASS? <br />FINER PERCENT (X =NO) <br />2" <br />1.5" <br />1" <br />.75" <br />.375" <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />96.6 <br />90.9 <br />85.8 <br />79.7 <br />77.2 <br />70.3 <br />62.7 <br />56.3 <br />51.7 <br />49.8 <br />45.3 <br />40.9 <br />100.0 - 100.0 <br />15.0 - 65.0 <br />Soil Liner Fill (A) <br />Location: N 48646.2 E 36240.7 <br />Sample Number: P- SLF -1 -R <br />AMEC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />Depth: 9840' <br />Material Description <br />Brown clayey gravel with sand <br />PL= 14 <br />D90= 24.1340 <br />D50= 0.3093 <br />D10 <br />USCS= GC <br />Natural Moisture = <br />Atterberg Limits <br />LL= 39 P1= 25 <br />Coefficients <br />D85= 18.2433 D60= 1.4071 <br />D30 D15 <br />C C <br />Classification <br />AASHTO= A -6(5) <br />Remarks <br />4.2% <br />Client: CC &V Gold Mining Company <br />Project: Process Solution Enhancement System <br />Project No: 84201125E0.A600 <br />Date: 5/16/2012 <br />Figure P- SLF -1 -R <br />Tested By: AH <br />Checked By: JDH <br />