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Particle Size Distribution Report <br />01 vy o 0� 0 0.0 <br />J4 • a - w \ m # # w ii 7t ii ii <br />100 <br />90 <br />80 <br />70 <br />W <br />W 60 <br />Z <br />Ll- <br />W 50 <br />U <br />cc <br />W 40 <br />a <br />30 <br />20 <br />10 <br />0 <br />I <br />I <br />1 <br />I <br />I <br />h <br />I`, <br />1 <br />1 <br />h <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I Soil Liner Fill <br />I <br />I � <br />I <br />1 <br />I <br />I <br />I <br />I <br />• <br />I <br />1 <br />I <br />+, <br />' <br />I <br />I <br />I <br />1 <br />1 <br />.1 <br />I <br />I <br />I <br />I <br />I I <br />I I <br />I <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />A I <br />I\ 1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I, <br />I I <br />I 1 <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />100 10 1 0 1 0.01 0.001 <br />GRAIN SIZE - mm. <br />% +3" <br />% Gravel <br />% Sand <br />% Fines <br />Coarse <br />Fine <br />Coarse <br />Medium <br />Fine <br />Silt Clay <br />0.0 <br />9.7 <br />18.6 <br />10.5 <br />13.6 <br />10.5 <br />37.1 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Brown clayey sand with gravel <br />Atterberg Limits <br />6 <br />3 <br />2 <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 />100.0 <br />100.0 <br />97.8 <br />93.9 <br />90.3 <br />84.7 <br />81.1 <br />71.7 <br />61.2 <br />53.1 <br />47.6 <br />45.4 <br />40.7 <br />37.1 <br />100.0 - 100.0 <br />15.0 - 50.0 <br />PL= 18 LL= 41 P1= 23 <br />Coefficients <br />D90= 18.6264 D85= 13.0233 D60= 1.7741 <br />D50= 0.5884 D30 D 1 5= <br />D10= Cu- C <br />Classification <br />USCS= SC AASHTO= A- 7 -6(3) <br />Remarks <br />Natural Moisture: 13.0% <br />Soil Liner Fill <br />Location: N 3843288 W 10509223 <br />Sample Number: SLF - 39 - Depth: 9720 Date: 5/7/2009 <br />AM EC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />Project No: 84201125E0 Figure SLF -39 -R <br />• <br />• <br />• <br />Tested By: SM <br />Checked By: JDH <br />