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• <br />• <br />• <br />100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />m <br />100 <br />r p. <br />Particle Size Distribution Report <br />L-_ <br />Soil Liner Fill <br />10 <br />as w <br />GRAIN SIZE - mm. <br />0 0 0 <br />0 O 0 <br />01 <br />0.01 <br />0.001 <br />+3" <br />0.0 <br />% Gravel <br />Coarse <br />13.5 <br />Fine <br />14.9 <br />% Sand <br />Coarse <br />8.1 <br />Medium <br />12.2 <br />Fine <br />10.3 <br />% Fines <br />Silt <br />Clay <br />41.0 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />2.0" <br />1.5" <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 />97.2 <br />91.6 <br />86.5 <br />80.7 <br />77.4 <br />71.6 <br />63.5 <br />56.3 <br />51.3 <br />49.5 <br />45.1 <br />41.0 <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />100.0 - 100.0 <br />15.0 - 50.0 <br />Soil Liner Fill <br />Location: N 51798 E38417 <br />Sample Number: SLF - 157 - <br />Depth: 9750 <br />Material Description <br />Brown clayey sand with gravel <br />PL= 12 <br />Dg0= 23.1899 <br />D50= 0.3324 <br />D10 <br />USCS= SC <br />Natural Moisture: 14.3% <br />Atterberg Limits <br />LL= 39 P1= 27 <br />Coefficients <br />D85= 17.3451 D60= 1.3406 <br />D30 D15 <br />C C <br />Classification <br />AASHTO= A - 6(6) <br />Remarks <br />Date: 6/2/10 <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 <br />Figure SLF -157 -R <br />Tested By: BE /MMC <br />Checked By: JDH <br />