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• <br />• <br />0 <br />Particle Size Distribution Report <br /> <br /> <br />100 <br />90 <br />80 <br />70 <br />W <br />W 60 <br />Z <br />LL <br />Z 50 <br />W <br />Of <br />W 40 <br />IL <br />10 1 <br />30 <br />20 <br />10 <br />GRAIN SIZE - mm. <br />% Sand % Fines <br />Medium Fine Silt Clay <br />11.5 9.7 38.6 <br />+3„ % Gravel <br />Coarse Fine Coarse <br />0.0 13.1 18.7 8.4 <br />SIEVE <br />SIZE PERCENT <br />FINER SPEC.' <br />PERCENT PASS? <br />(X=NO) <br />2 100.0 100.0 - 100.0 <br />1.5 99.5 <br />1 92.8 <br />.75 86.9 <br />.5 78.5 <br />.375 75.0 <br />#4 68.2 <br />#10 59.8 <br />#20 53.1 <br />#40 48.3 <br />#50 46.4 <br />#100 42.3 <br />#200 38.6 15.0-50.0 <br />Material Description <br />Brown clayey gravel with sand <br />Atterberg Limits <br />PL= 16 LL= 45 PI= 29 <br />Coefficients <br />D90= 22.0950 D85= 17.5051 D60= 2.0489 <br />D50= 0.5522 D30= D15= <br />DSO= Cu= Cc= <br />Classification <br />USCS= GC AASHTO== A-7-6(5) <br />Remarks <br />Sod Liner Fill <br />Location: N 3843662 W 10509317 <br />Sample Number: LOBSLF-2-R Depth: 10,028' Date: 4/16/2009 <br />AMEC Earth & Environmental, Inc. Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC&V CQA Phase 5 <br />Elko, NV Project No: 84201125EO Sample No. LOBSLF-2-R <br />Tested By: SM/MC/DH Checked By: