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<br />• <br />• <br />Particle Size Distribution Report <br />_~ _~ -- o 0 0 0 ~ o <br />f <br />100 <br />90 ~ <br />~ ~ <br />~ ~ <br />~ ~ <br />~ ~ ~ <br />~ ~ <br />~ ~ <br />~ ~ <br />~ ~ ~ ~ ~ <br />~ ~ ~ <br />~ <br />80 <br />70 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ <br /> <br />l1J 60 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ <br />Z ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ <br /> <br />f- ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ <br />Z 50 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ <br />LLI ~ ~ ~ ~ <br />~ <br />~ <br />U ~ ~ ~ ~ ~ ~ ~ ~ . <br />~ ~ ~ ~ <br />a 40 <br /> <br />30 ~ ~ <br />~ ~ <br />~ <br /> <br />~ ~ <br />~ <br /> <br />~ ~ ~ <br />~ ~ <br /> <br />~ ~ ~ <br />~ <br /> <br />~ <br />~ ~ <br /> <br /> <br />~ <br />~ ~ <br /> <br /> <br />~ ~ <br /> <br /> <br />~ ~ <br /> <br />~ ~ <br /> <br />~ ~ <br /> ~ ~ ~ <br />~ ~ ~ <br />~ ~ <br />~ ~ <br />~ <br />10 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ <br /> ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ <br />0 <br />500 100 10 1 0.1 0.01 0.001 <br />GRAIN SIZE - mm <br /> COBBLES % GRAVEL % SAND % SILT % CLAY <br /> 0.0 14.4 9.3 76.3 <br /> <br /> Soil Description <br /> Dark Brown Lean clay with gravel <br /> <br /> <br /> <br /> Atterberg Limits <br /> PL= 16 LL= 29 P1= 13 <br /> <br /> Coefficients <br /> D85= 3.99 Dgp= D50= <br /> D30= D15= D10= <br /> Cu= Cc= <br /> <br /> Classification <br /> USCS= CL AASHTO= <br /> Remarks <br /> Tested by Tess <br /> Checked by RS <br />(no sp ecification provide d) <br />Sample N o.: 7-125-3 So urce of Sample: SWTP Date: 06/19/2007 <br />' <br />Locatio n: SWTP-8 Elev./Depth: 3.5 <br /> Client: Cripple Creek and Victor Gold Mining Company <br /> Project: Valley Leach Facility- Phase 5 Geotechnical Engineering <br />Smith Williams Consultants <br /> Project No: 1125 Sam le Number 7-125-3 <br />SIEVE <br />SIZE PERCENT <br />FINER SPEC. <br />PERCENT PASS? <br />(X=NO) <br />2 in. 100.0 <br />1.5 in. 99.1 <br />1.0 in. 97.8 <br />.75 in. 95.8 <br />.5 in. 91.1 <br />.375 in. 89.6 <br />#4 85.6 <br />#10 84.3 <br />#20 82.9 <br />#30 82.2 <br />#50 80.7 <br />#100 79.0 <br />#200 76.3 <br />