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Particle Size Distribution <br />c • c c m o <br />Report <br />0 O 0 <br />0 0 0 0 0 a 0 ii 17i V <br />100 <br />90 <br />80 <br />70 <br />Ce W 60 <br />Z <br />LL <br />LU 50 <br />U <br />Lu 40 <br />d <br />30 <br />20 <br />10 <br />0 <br />I ; <br />I i <br />Soil Liner Fill <br />I , <br />I I <br />�v <br />I <br />1 <br />I I <br />I <br />I <br />I <br />I <br />N. <br />I <br />I <br />I <br />I I <br />I I <br />I <br />I <br />I <br />I <br />I <br />c <br />. <br />I' <br />I <br />I <br />I <br />.r <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />' <br />I I <br />I 1 <br />I <br />A I <br />\ <br />I <br />I <br />I <br />I I <br />I I <br />I 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 <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I I <br />1 <br />I <br />I I <br />I <br />i <br />I <br />100 10 <br />GRAIN <br />1 0 1 <br />SIZE - mm. <br />0.01 0.001 <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 />5.8 <br />8.4 <br />8.7 <br />13.1 <br />16.6 <br />47.4 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC.' <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Reddish brown sandy lean clay <br />Atterberg Limits <br />2.0" <br />1.5" <br />1.0" <br />.75" <br />.75" <br />5" <br />.375" <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />99.5 <br />96.3 <br />94.2 <br />90.7 <br />89.0 <br />85.8 <br />77.1 <br />69.8 <br />64.0 <br />61.7 <br />56.7 <br />47.4 <br />100.0 - 100.0 <br />15.0 - 50.0 <br />PL= 15 LL= 36 P1= 21 <br />Coefficients <br />D90= 11.4000 D85= 4.2941 D60= 0.2257 <br />D50= 0.0894 D30= D15 <br />D10= C C <br />Classification <br />USCS= SC AASHTO= A -6(6) <br />Remarks <br />Natural Moisture: 13.0% <br />Soil Liner Fill <br />Location: N 51679.7 E 38203.7 <br />Sample Number: SLF -154 -R Depth: 9746.5 Date: 6/5/10 <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 - 154 - <br />• <br />• <br />• <br />Tested By: MMC <br />Checked By: JDH <br />