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Particle Size Distribution <br />c c c c c W o ( 0 N <br />to (.1 N 7 M <br />Report <br />0 0 <br />0 0 c o p 0 a <br /># 3t # # <br />( Q <br />100 <br />90 <br />80 <br />70 <br />CC <br />W 60 <br />I- <br />LL <br />Z 50 <br />U <br />ct <br />W 40 <br />a <br />30 <br />20 <br />10 <br />0 <br />i <br />y � - <br />,, <br />` \' i <br />, <br />i <br />I <br />I <br />I Soil Liner Fill <br />'I-, <br />I <br />i <br />i <br />I <br />N <br />I <br />I <br />, <br />I <br />I <br />I I <br />I <br />, <br />I <br />I <br />I <br />v <br />, <br />I <br />I <br />,♦ <br />, <br />I <br />, I <br />r 1 <br />I <br />I <br />I <br />I <br />, <br />I I <br />I I <br />I I <br />I <br />I <br />I <br />I I <br />I I <br />I <br />I I <br />I <br />I <br />, <br />I <br />, <br />I <br />, <br />I <br />, <br />I <br />, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />100 10 1 0 1 <br />GRAIN SIZE - mm. <br />0.01 0.001 <br />% +3" <br />% Gravel <br />0 /. Sand <br />% Fines <br />Coarse <br />Fine <br />Coarse <br />Medium <br />Fine <br />Silt Clay <br />0.0 <br />4.2 <br />8.6 <br />9.1 <br />14.4 <br />15.4 <br />48.3 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Brown sandy silt <br />Atterberg Limits <br />1.5 <br />1 <br />.75 <br />.5 <br />375 <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />98.1 <br />95.8 <br />93.1 <br />91.4 <br />87.2 <br />78.1 <br />69.9 <br />63.7 <br />61.3 <br />56.5 <br />48.3 <br />15.0 - 50.0 <br />PL= 16 LL= 36 P1= 20 <br />Coefficients <br />D90= 7.2989 D85= 3.7595 D60= 0.2416 <br />D50= 0.0854 D30= D15 <br />D10= Cu- Cc= <br />Classification <br />USCS= SC AASHTO= A -6(6) <br />Remarks <br />Natural Moisture: 16.5% <br />Soil Liner Fill <br />Location: N 51678.9 E 37625.2 <br />Sample Number: SLF - 147 - Depth: 9732 Date: 5/17/2010 <br />AM EC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &VCQA Phase S <br />Project No: 84201125E0 Figure SLF -147 -R <br />• <br />• <br />• <br />Tested By: MMC <br />Checked By: JDH <br />