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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 />10 <br />8 <br />GRAIN SIZE - mm. <br />o <br />0.1 0 01 <br />Soil Liner Fill (A) <br />0.001 <br />% Gravel <br />Coarse Fine <br />0.0 10.5 17.4 <br />% +3" <br />% Sand <br />Coarse ; Medium <br />7.0 10.9 <br />Fine <br />10.6 <br />Silt <br />% Fines <br />43.6 <br />Clay <br />SIEVE PERCENT <br />SIZE FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />2.0" <br />1.5" <br />1.0" <br />.75" <br />.5" <br />.375" <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />99.6 <br />93.4 <br />89.5 <br />83.2 <br />79.9 <br />72.1 <br />65.1 <br />58.8 <br />54.2 <br />52.4 <br />47.9 <br />43.6 <br />100.0 - 100.0 <br />15.0 - 65.0 <br />Soil Liner Fill (A) <br />Location: N 48527.0 E 36355.9 <br />Sample Number: P- SLF -2 -R <br />AMEC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />Depth: 9485.6' <br />Material Descrrption <br />Brown clayey sand with gravel <br />PL= 18 <br />D90= 19.7657 <br />D50= 0.2052 <br />D10 <br />USCS= SC <br />Natural Moisture = <br />Atterberg Limits <br />LL= 44 P1= 26 <br />Coefficients <br />D85= 14.3554 D60= 1.0003 <br />D30 D15 <br />Cu= Cc= <br />C lassification <br />AASHTO= A- 7 -6(7) <br />8.7% <br />Remarks <br />Client: CC &V Gold Mining Company <br />Project: Process Solution Enhancement System <br />Project No: 84201125E0.A600 <br />Date: 5/25/2012 <br />Figure P- SLF -2 -R <br />Tested By: AR <br />Checked By: JDH <br />