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Particle Size Distribution Report <br />C C C = C! yy (0� Q O f o p 8 •V 0 <br />(D c7 N ,� \ \ M # # # # # # # # <br />100 <br />90 <br />80 <br />70 <br />cc <br />W 60 <br />z <br />F- 50 <br />Z <br />W <br />o <br />w 40 <br />Q_ <br />30 <br />20 <br />10 <br />0 <br />I <br />I <br />n <br />II <br />I I <br />1I) <br />1 i <br />I <br />I I <br />I <br />I <br />I <br />L <br />I Low Volume Solution Collection Fill <br />I <br />I <br />I1\ <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1' <br />I I II A <br />1 I\ <br />1 I 1 \ <br />I <br />I <br />1 <br />I <br />1 <br />1 <br />1 1 <br />I 1 <br />1 <br />I <br />I <br />I \ <br />I I <br />1 <br />I <br />I <br />I <br />\ <br />1, <br />I <br />I <br />1 <br />■ <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />• <br />1. <br />I . <br />I <br />I \ <br />I <br />I <br />�I <br />J <br />I \ <br />I <br />I <br />I <br />Y ■ ■■ <br />I <br />-- <br />- - <br />-- <br />I <br />I <br />l <br />I <br />_ _ <br />I <br />I <br />I <br />I <br />N <br />1 <br />I I <br />I <br />I� <br />I <br />1 <br />I <br />II <br />� <br />I <br />� I <br />1 'i I <br />1 1 I <br />_ 1. <br />100 10 1 <br />GRAIN <br />0 1 0.01 0.001 <br />SIZE - mm. <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 />9.8 <br />56.8 <br />10.2 <br />10.9 <br />5.8 <br />6.5 <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 />90.2 <br />59.5 <br />48.0 <br />33.4 <br />23.2 <br />16.3 <br />12.3 <br />10.9 <br />8.3 <br />6.5 <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 P1= NP <br />Coefficients <br />D90= 18.9856 D85= 17.6059 D60= 12.7917 <br />D50= 10.2138 D30= 3.7437 D15= 0.7031 <br />D10= 0.2382 C 53.70 Cc 4.60 <br />Classification <br />USCS= GP -GM AASHTO= A -1 -a <br />Remarks <br />Natural Moisture: 4.9% <br />Low Volume Solution Collection Fill <br />Location: N end of S -485 <br />Sample Number: LVSCF -93 -R Depth: 3' Date: 9/13/10 <br />AM EC 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 -93 -R <br />• <br />• <br />• <br />Tested By: MMC /RL <br />Checked By: JDH <br />