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Particle Size Distribution Report <br />G C C C . = = C O O O O O O V 0 <br />CI a R Ti <br />100 <br />90 <br />80 <br />70 <br />IY <br />W 60 <br />Z <br />LL <br />Z 50 <br />W <br />0 <br />IY <br />40 <br />a <br />30 <br />20 <br />10 <br />0 <br />I <br />I <br />I <br />I <br />m 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 />I Low Volume Solution Collection Fill <br />I� <br />11 <br />I\ <br />I I <br />I <br />I <br />I I <br />I <br />I <br />V \I 1 <br />! I <br />I I <br />1 1 <br />I <br />I <br />I <br />I <br />� I <br />I <br />I ' <br />I <br />I <br />I <br />' <br />■ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I , <br />I I <br />I <br />I <br />y <br />I <br />1 <br />I <br />I <br />I <br />I I <br />I <br />■ <br />, <br />I <br />I. <br />I <br />• <br />r, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />1 I <br />I I <br />I I <br />I I <br />` <br />, J <br />r . <br />I <br />I <br />1 <br />1 <br />I <br />I I <br />I <br />i___ <br />_ - <br />- --_ -- <br />-- --- <br />1- _ <br />- _ <br />I 1 <br />I <br />I I <br />1 <br />i <br />1 <br />100 10 1 <br />GRAIN <br />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 />4.7 <br />41.0 <br />14.7 <br />18.4 <br />11.7 <br />9.5 <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 />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 />95.3 <br />79.7 <br />69.6 <br />54.3 <br />39.6 <br />28.3 <br />21.2 <br />18.7 <br />13.8 <br />9.5 <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= 16.2750 D85= 14.4158 D60= 6.4248 <br />D50= 3.7303 D30= 0.9806 D15= 0.1788 <br />D10= 0.0817 C u = 78.68 C c - 1.83 <br />Classification <br />USCS= GW -GM AASHTO= A -1 -a <br />Remarks <br />Natural Moisture: 6.4% <br />Low Volume Solution Collection Fill <br />Location: SE end of S -123 <br />Sample Number: LVSCF -80 -R Depth: 3' Date: 6/16/10 <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 -80 -R <br />• <br />• <br />• <br />Tested By: BE /MMC <br />Checked By: JDH <br />