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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 />-- Soil Liner Fill <br />100 <br />Particle Size Distribution Report <br />10 <br />a <br />E <br />GRAIN SIZE - mm. <br />0 0 0 <br />0 V 0 <br />01 <br />0.01 <br />0.001 <br />% +3" <br />0.0 <br />% Gravel <br />Coarse <br />17.6 <br />Fine <br />17.4 <br />% Sand <br />Coarse <br />7.4 <br />Medium <br />9.8 <br />Fine <br />9.0 <br />% Fines <br />Silt <br />Clay <br />38.8 <br />SIEVE <br />SIZE <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 />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />100.0 <br />96.5 <br />87.7 <br />82.4 <br />75.5 <br />71.7 <br />65.0 <br />57.6 <br />51.9 <br />47.8 <br />46.3 <br />42.6 <br />38.8 <br />100.0 - 100.0 <br />15.0 - 50.0 <br />Soil Liner Fill <br />Location: N 51273 E 38373 <br />Sample Number: SLF -161 -R <br />Depth: 9730 <br />Material Description <br />Reddish brown clayey gravel with sand <br />PL= 15 <br />D90= 28.1554 <br />D50= 0.6292 <br />D10= <br />USCS= GC <br />Natural Moisture: <br />Atterberg Limits <br />LL= 42 P1= 27 <br />13.6% <br />Coefficients <br />D85= 22.1246 D60= 2.6980 <br />D30= D15 <br />C C <br />Classification <br />AASHTO= A- 7 -6(5) <br />Remarks <br />Date: 6/8/10 <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 -161 -R <br />Tested By: BE /MMC <br />Checked By: JDH <br />