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• <br />• <br />100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />N <br />Particle Size Distribution Report <br />100 10 1 <br />GRAIN SIZE - mm. <br />S <br />oil Li <br />ner Fill <br />01 <br />0.01 <br />0.001 <br />% +3" <br />0.0 <br />% Gravel <br />Coarse Fine <br />2.7 <br />9.2 <br />% Sand <br />Coarse <br />10.7 <br />Medium <br />14.2 <br />Fine <br />14.1 <br />% Fines <br />Silt <br />Clay <br />49.1 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <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 />98.8 <br />97.3 <br />94.3 <br />92.5 <br />88.1 <br />77.4 <br />69.6 <br />63.2 <br />60.6 <br />54.8 <br />49.1 <br />SPEC. <br />PERCENT <br />15.0 - 50.0 <br />PASS? <br />(X =NO) <br />Soil Liner Fill <br />Location: N 52588.0 E 37618.0 <br />Sample Number: SLF -146 -R <br />Depth: 9716 <br />Material Description <br />Brown sandy lean clay <br />Atterberg Limits <br />PL= 16 LL= 37 P1= 21 <br />Coefficients <br />D90= 6.0150 D85= 3.5941 D60= 0.2782 <br />D50= 0.0836 D30= D15= <br />D10= C Ce <br />Classification <br />USCS= SC AASHTO= A -6(6) <br />Remarks <br />Natural Moisture: 14.9% <br />Date: 5/10/2010 <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 - 146 - R <br />Tested By: RL /MMC <br />Checked By: JDH <br />