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Particle Size Distribution Report <br />N < < _ O O O <br />c_ _ y N QQ O tcy Q {Otpp O Y <br />10 n N it iF V 4 A ik ii <br />100 <br />90 <br />80 <br />70 <br />Ce <br />w 60 <br />z <br />LI <br />z 50 <br />w <br />cc <br />LIJ 40 <br />LL <br />30 <br />20 <br />10 <br />0 <br />°-�--'I� <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />• <br />1 <br />1 <br />1 <br />I <br />' <br />1 <br />I <br />1 <br />r <br />1 <br />1 <br />1 <br />1 I <br />1 <br />I <br />r <br />I <br />I <br />1 <br />1 <br />I I\ <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 />1 I <br />1 <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 />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 1 <br />500 100 10 1 0 1 0 01 0 001 <br />GRAIN SIZE - mm <br />% COBBLES <br />% GRAVEL <br />% SAND <br />% SILT I % CLAY <br />0.0 <br />1.7 <br />38.8 <br />59.5 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Soil Description <br />Brown Sandy silt <br />Atterberq Limits <br />.75 in. <br />.5 in. <br />.375 in. <br />#4 <br />#10 <br />#20 <br />#30 <br />#50 <br />#100 <br />#200 <br />100.0 <br />99.8 <br />99.5 <br />98.3 <br />96.6 <br />93.6 <br />92.0 <br />88.1 <br />79.1 <br />59.5 <br />PL= NP LL= NP P1= NP <br />Coefficients <br />D85= 0.216 D60= 0.0762 D50= <br />D30 D15 D10 <br />C C <br />Classification <br />USCS= ML AASHTO= <br />Remarks <br />Tested by Tess <br />Checked by RS <br />* (no specification provided) <br />Sample No.: 7 - 125 - 12 Source of Sample: SWTP Date: 06/19/2007 <br />Location: SWTP - 88 Elev. /Depth: 4.0' <br />Smith Williams Consultants <br />Client: Cripple Creek and Victor Gold Mining Company <br />Project: Valley Leach Facility- Phase 5 Geotechnical Engineering <br />Project No: 1125 Sample Number 7 - 125 - <br />