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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 />100 <br />Particle Size Distribution Report <br />10 <br />0 0 <br />0 0 0 <br />0 mr 0 <br />N <br />oil L <br />S <br />iner <br />Fill (A) <br />GRAIN SIZE - mm. <br />01 <br />0.01 <br />0.001 <br />% +3• <br />0.0 <br />% Gravel <br />Coarse <br />5.7 <br />Fine <br />11.6 <br />% Sand <br />Coarse <br />8.6 <br />Medium <br />Fine <br />14.5 22.7 <br />% Fines <br />Silt <br />Clay <br />36.9 <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 />97.3 <br />94.3 <br />89.7 <br />87.8 <br />82.7 <br />74.1 <br />65.9 <br />59.6 <br />56.5 <br />46.7 <br />36.9 <br />SPEC. <br />PERCENT <br />15.0 - 65.0 <br />PASS? <br />(X=NO) <br />Soil Liner Fill (A) <br />Location: N 50181 E 38200 <br />Sample Number: SLF-178-R <br />Depth: 9730 <br />Material Description <br />Brown clayey sand with gravel <br />PL= 17 <br />Coefficients <br />D90= 13.1247 D85= 6.3202 D60= 0.4474 <br />D50= 0.1859 D30= D15= <br />D10= C C <br />Classification <br />USCS= Sc AASHTO= A-6(3) <br />Natural Moisture: 14.0% <br />Atterberg Limits <br />LL= 38 P1= 21 <br />Remarks <br />Date: 8/20/10 <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-178-R <br />Tested By: MMC <br />Checked By: JDH <br />