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Particle Size Distribution Report <br />C C C C C = = C a O COI t0� yOy top 8O 0 O IT II <br />100 <br />90 <br />80 <br />70 <br />cc <br />W 60 <br />Z <br />ti <br />Z 50 <br />W <br />U <br />CC <br />W 40 <br />it <br />30 <br />20 <br />10 <br />0 <br />I <br />I <br />I <br />I <br />I <br />n <br />I <br />I <br />I <br />i <br />I <br />I <br />, <br />I I <br />I I <br />I I <br />i <br />1 <br />I <br />I <br />I Low Volume Solution Collection Fill <br />r <br />I I <br />11 <br />, <br />I <br />I <br />1 <br />1 <br />I <br />■ <br />■ <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 />1� I <br />II 1 5 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 />1 I <br />IJ c <br />I <br />� <br />\\ <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 />, 1 <br />I <br />I <br />1 <br />I <br />I <br />1 <br />I <br />I I <br />I I <br />I I <br />I <br />1 <br />I <br />1 <br />I <br />1 <br />1 <br />I <br />I <br />I <br />1 <br />1 <br />\ <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 />Ill <br />I <br />\ 1 <br />I <br />I <br />'X <br />I` <br />I <br />J 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 />- - <br />I <br />I <br />I <br />- - - I <br />---11r <br />---- <br />I <br />I <br />-1 <br />--- <br />---- <br />I <br />I I <br />I <br />-_ -! <br />r <br />A <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 />7.7 <br />45.8 <br />12.6 <br />16.0 <br />9.3 <br />8.6 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Light brown well - graded gravel with silt and sand <br />Atterberg Limits <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 />92.3 <br />71.0 <br />60.6 <br />46.5 <br />33.9 <br />24.2 <br />17.9 <br />15.7 <br />11.3 <br />8.6 <br />100.0 - 100.0 <br />40.0 - 70.0 <br />5.0 - 55.0 <br />0.0 - 10.0 <br />PL= NP LL= NP P1= NP <br />Coefficients <br />D90= 18.0938 D85= 16.4096 D60= 9.3114 <br />D50= 5.8627 D30= 1.4510 D15= 0.2703 <br />D10= 0.1131 C 82.33 C c = 2.00 <br />Classification <br />USCS= GW -GM AASHTO= A -1 -a <br />Remarks <br />Natural Moisture: 6.0% <br />x Low Volume Solution Collection Fill <br />Location: P -425 @ AT <br />Sample Number: LVSCF -97 -R Depth: 1' BFG Date: 9/21/10 <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 LVSCF - - <br />• <br />• <br />• <br />Tested By: RL /MMC <br />Checked By: JDH <br />