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Particle Size Distribution Report <br />fD th N \ C \ \ th ik ii ii i E ii ik ii <br />100 <br />90 <br />80 <br />70 <br />W <br />W 60 <br />Z <br />Li <br />I- <br />z 50 <br />W <br />0 <br />W 40 <br />a <br />30 <br />20 <br />I <br />n <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I Low Volume Solution Collection Fill <br />11 <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />V <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />n 1 <br />I` <br />I I I <br />11 I\ <br />I\ I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />\ <br />�I <br />IA <br />I <br />I <br />I <br />` <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />Ililillil <br />h <br />i�ilIi <br />I <br />11 <br />11 <br />11011 <br />■ <br />X1111 11 1■ <br />■ <br />IIIII' <br />11 <br />10 " <br />0 <br />11011 <br />i <br />liii II <br />IIIi <br />� I <br />. 11111111111 111 <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />100 10 1 0 1 <br />GRAIN SIZE - mm. <br />0.01 0.001 <br />% +3" <br />% Gravel <br />% Sand <br />% Fines <br />Coarse <br />Fine <br />Coarse <br />Medium <br />Fine <br />Silt 1 Clay <br />0.0 <br />8.5 <br />48.9 <br />12.2 <br />12.7 <br />8.0 <br />9.7 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Light brown poorly graded gravel with silt and sand <br />Atterberg Limits <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 />91.5 <br />67.9 <br />58.2 <br />42.6 <br />30.4 <br />22.5 <br />17.7 <br />15.9 <br />12.2 <br />9.7 <br />100.0 - 100.0 <br />40.0 - 70.0 <br />5.0 - 55.0 <br />0.0 - 10.0 <br />PL= NP LL= NP PI= NP <br />Coefficients <br />D90= 18.4586 D85= 16.8870 D60= 10.1889 <br />D50= 6.7717 D30= 1.9233 D15= 0.2567 <br />D10= 0.0826 C 123.36 C 4.40 <br />Classification <br />USCS= GP -GM AASHTO= A -1 -a <br />Remarks <br />Natural Moisture: 6.1% <br />* <br />Low Volume Solution Collection Fill <br />Location: Middle of S -566 <br />Sample Number: LVSCF -91 -R Depth: 3' Date: 9/7/10 <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 Figure LVSCF -91 -R <br />• <br />• <br />• <br />Tested By: MMC /RL <br />Checked By: JDH <br />