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Particle Size Distribution Report <br />a C a C C = of v 0 0O O vO B O O 8 O O c 00 <br />c0 cn N , ; m \" m a Tk E E E # ii it E <br />100 <br />90 <br />80 <br />70 <br />CC <br />W 60 <br />Z <br />LL <br />Z 50 <br />W <br />o <br />W 40 <br />a <br />30 <br />20 <br />10 <br />0 <br />I <br />I <br />.I <br />=i -- <br />�, <br />i I <br />I I I <br />I <br />I <br />I <br />I <br />Soil Liner Fill <br />I 1 1, I <br />I }, I <br />I \ 1 <br />I I \ I <br />I I h <br />h <br />1 ' <br />I <br />1 <br />I <br />I <br />I <br />1 <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 />t <br />1 <br />I <br />I <br />741111111111 <br />I I I <br />1 1 <br />11 <br />I ,I I <br />I 't. 1 <br />I 1 1 `: <br />I <br />I I <br />I <br />I <br />1 <br />1111111 <br />I I <br />1 1 <br />1 <br />I <br />1 <br />1 <br />1 I I <br />I I I <br />1 1 1 <br />I <br />I <br />1 <br />I <br />1 <br />�1 <br />Y <br />I I I I <br />I <br />.I <br />I ti <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />1 I <br />1 I <br />I <br />I <br />1 <br />1 <br />I <br />I <br />1 <br />I <br />I <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I 11 <br />I 11 <br />I 11 <br />1 II <br />1 <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />11 <br />1 <br />I <br />I <br />I <br />I 1 <br />I 1 <br />1 <br />I <br />I <br />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 Clay <br />0.0 <br />13.8 <br />17.5 <br />7.4 <br />9.8 <br />9.4 <br />42.1 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Reddish brown clayey gravel with sand <br />Atterberg Limits <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 />91.9 <br />86.2 <br />79.8 <br />76.0 <br />68.7 <br />61.3 <br />55.5 <br />51.5 <br />49.8 <br />46.0 <br />42.1 <br />15.0 - 50.0 <br />PL= 14 LL= 46 P1= 32 <br />Coefficients <br />D90= 23.1652 D85= 17.8190 D60= 1.6726 <br />D50= 0.3118 D30= D15 <br />D10 Cu- Cc= <br />Classification <br />USCS= GC AASHTO= A- 7 -6(8) <br />Remarks <br />Natural Moisture: 11.7% <br />Soil Liner Fill <br />Location: N 51547 E 38507 <br />Sample Number: SLF -158 -R Depth: 9740 Date: 6/4/10 <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 SLF -158 -R <br />• <br />• <br />Tested By: BE /MMC <br />Checked By: JDH <br />