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Particle Size Distribution <br />• C G C C C C • <br />C0 0 ( 0 N <br />ID M N \ F n \ th 7k # <br />Report <br />0 0y i0�pD 0 a ( <br />ik ik W ik iT E <br />100 <br />90 <br />80 <br />70 <br />cc <br />W 60 <br />Z <br />z 50 <br />W <br />U <br />ce <br />W 40 <br />II <br />30 <br />2 <br />20 <br />10 <br />0 <br />Low Volume Solu <br />ion Collection Fill <br />II <br />u <br />I I <br />I I <br />I <br />I <br />I <br />I <br />I <br />\I 1 <br />I� <br />1\ I ��I <br />, <br />I <br />I <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 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 />‘1 <br />I <br />1 <br />1 <br />� <br />�I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I I <br />I I <br />I I I <br />I I <br />I I <br />I <br />I <br />I <br />• <br />■ <br />I I I 1 <br />I I I I 1 <br />I I I I <br />I <br />I <br />I <br />1 <br />• <br />.� <br />`J <br />I <br />` <br />` J <br />'� <br />1 <br />1 <br />_____ <br />__ <br />____ <br />I <br />1 I <br />-_'. <br />I I <br />I <br />1 <br />I 1 <br />, <br />100 10 1 0 1 <br />GRAIN SIZE - mm. <br />0.01 0.001 <br />% +3" <br />% Gravel <br />% Sand <br />% Fines <br />Coarse <br />Fine <br />Coarse <br />1 Medium <br />Fine <br />Silt Clay <br />0.0 <br />8.2 <br />47.2 <br />14.2 <br />1 13.4 <br />7.6 <br />9.4 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Light brown poorly 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 />91.8 <br />70.6 <br />61.1 <br />44.6 <br />30.4 <br />21.8 <br />17.0 <br />15.3 <br />11.7 <br />9.4 <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 PI= NP <br />Coefficients <br />D90= 18.3088 D85= 16.6103 D60= 9.1291 <br />D50= 6.0907 D30= 1.9360 D15= 0.2827 <br />D10= 0.0922 C 99.04 C 4.45 <br />Classification <br />USCS= GP -GM AASHTO= A -1 -a <br />Remarks <br />Natural Moisture: 3.2% <br />Low Volume Solution Collection Fill <br />Location: SE end of S -3 <br />Sample Number: LVSCF -85 -R Depth: 3' Date: 6/25/10 <br />AMEC 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 -85 -R <br />• <br />• <br />• <br />Tested By: MIS /MMC <br />Checked By: JDH <br />