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Particle Size Distribution Report <br />C C e C . = I 8 ( O O tC�pO 8 O ( <br />CO th N , 7 n C) a 3k ii ii Xk it <br />100 <br />90 <br />80 <br />70 <br />CC <br />W 60 <br />Z <br />LL <br />Z 50 <br />W <br />0 <br />W 40 <br />CL <br />30 <br />20 <br />10 <br />0 <br />I <br />I <br />I I <br />1 <br />I <br />I <br />I <br />I <br />II <br />1 I <br />I 1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />Low Volume Solution Collec <br />ion Fill <br />I 1 <br />1 <br />I1\ <br />1 , <br />\ <br />1 <br />1 <br />I <br />I <br />III <br />I <br />I <br />I <br />I <br />I <br />l'\ <br />II P <br />I I' <br />I <br />I ',I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />I <br />I <br />I <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />`' <br />�\ <br />I <br />1 <br />1 <br />1I <br />1I <br />r� <br />I. <br />1 <br />1 <br />I <br />1 <br />I <br />1 <br />I <br />1 <br />I <br />I <br />4 ` <br />1 <br />`.I 11 <br />1 <br />I <br />1 <br />I <br />I <br />L.- <br />- - <br />- - -- - <br />--- <br />I <br />'!' - - <br />- - - <br />I <br />I <br />_ <br />I <br />1 <br />100 10 <br />GRAIN <br />1 0 1 <br />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 Clay <br />0.0 <br />10.2 <br />54.8 <br />10.6 <br />10.4 <br />6.2 <br />7.8 <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 />89.8 <br />64.2 <br />53.5 <br />35.0 <br />24.4 <br />17.9 <br />14.0 <br />12.5 <br />9.7 <br />7.8 <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= 19.1245 D85= 17.5214 D60= 11.5886 <br />D50= 8.4758 D30= 3.5092 D15= 0.5248 <br />D10= 0.1645 C 70.46 C 6.46 <br />Classification <br />USCS= GP -GM AASHTO= A -1 -a <br />Remarks <br />Natural Moisture: 5.2% <br />Low Volume Solution Collection Fill <br />Location: Middle of S -700 <br />Sample Number: LVSCF -90 -R Depth: 3' Date: 9/3/10 <br />AM EC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &VCQAPhase5 <br />Project No: 84201125E0 Figure LVSCF -90 -R <br />• <br />• <br />• <br />Tested By: MMC /RL <br />Checked By: JDH <br />