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Particle Size Distribution Report <br />C e C e = C G D a O N O N O O �0 8 V 0 <br />N 0 N E Ft <br />100 <br />90 <br />80 <br />70 <br />cc <br />w 60 <br />z <br />11 <br />z 50 <br />W <br />U <br />II <br />W 40 1 <br />CL <br />30 <br />20 <br />10 <br />0 <br />1 <br />I <br />II <br />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 Low Volume Solu <br />ion Collection Fill <br />I <br />I <br />I <br />1 <br />■ <br />`I\ <br />w <br />\ r <br />I <br />I <br />1 <br />1 <br />I <br />■ <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />� <br />1 A 1A <br />I` 1 <br />I` � 1 <br />1 ` c <br />I <br />I <br />,I <br />I <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />1 <br />I <br />I <br />I <br />1 <br />1 <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />` <br />1 <br />1 <br />1\ <br />1 <br />1. <br />1 <br />I <br />1 <br />1 <br />1 <br />1 1 <br />1 1 <br />1 1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 1 I <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />� <br />I <br />1 <br />1 <br />1 1 <br />I <br />1 <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />I 1 <br />1 1 <br />1 1 <br />1 1 <br />I <br />I <br />I <br />1 <br />\ <br />\ <br />1 <br />I <br />I <br />1 <br />1 <br />I <br />I <br />I <br />1 <br />1 <br />J <br />IN 1 <br />,I <br />T� <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />I <br />I <br />1 <br />I <br />1 <br />ii_- <br />I <br />I <br />I <br />I <br />- r--T'i-------r- - <br />I I <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 />Medium <br />Fine <br />Silt Clay <br />0.0 <br />8.7 <br />44.3 <br />13.0 <br />15.0 <br />10.5 <br />8.5 <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 />Atterberq 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 />91.3 <br />71.0 <br />62.0 <br />47.0 <br />34.0 <br />24.7 <br />19.0 <br />17.0 <br />13.0 <br />8.5 <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= 18.5003 D85= 16.7038 D60= 8.7877 <br />D50= 5.5697 D30= 1.4236 D15= 0.2090 <br />D10= 0.0942 C 93.27 C 2.45 <br />Classification <br />USCS= GW -GM AASHTO= A -1 -a <br />Remarks <br />Natural Moisture: 4.8% <br />Low Volume Solution Collection Fill <br />Location: Middle of S -162 <br />Sample Number: LVSCF - 83 - Depth: 3' Date: 6/21/10 <br />AM EC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &VCQAPhaseS <br />Project No: 84201125E0 Figure LVSCF -83 -R <br />• <br />• <br />• <br />Tested By: BE /MMC <br />Checked By: JDH <br />