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Particle Size Distribution <br />C C e C C = = C O <br />in t h N 7 a <br />Report <br />O O O O 8 O ° <br />i. W IT F E <br />100 <br />90 <br />80 <br />70 <br />W 60 <br />Z <br />it <br />Z f0 <br />W <br />0 <br />W 40 <br />d <br />30 <br />20 <br />10 <br />0 <br />T4 <br />1 <br />I Soil Liner Fill (A) <br />1 <br />41 <br />.I <br />I <br />1, I <br />K <br />I <br />1 <br />�- <br />_ <br />1 <br />, <br />—,1 <br />I I <br />I 1 <br />1 1 <br />1 <br />^ <br />. 1 <br />1 <br />I <br />I 1 <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />11 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 1 <br />1 1 <br />1 1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />.I <br />F <br />I`s <br />1 <br />. <br />I <br />I <br />1 <br />I <br />I <br />1 1 <br />I 1 <br />1 I <br />` K <br />I <br />I <br />I <br />I <br />ti1 <br />1 <br />` .I I <br />I <br />I I <br />1 <br />I <br />1 <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />1 <br />1 <br />I 1 <br />I I <br />I <br />I I <br />I 1 <br />1 <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />1 <br />I <br />I <br />1 <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />I I <br />1 I <br />I I <br />1 I <br />1 1 <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />I <br />I <br />I <br />1 <br />1 <br />1 <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />1 <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 />4.5 <br />12.4 <br />8.9 <br />12.6 <br />10.1 <br />51.5 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Brown sandy lean clay with gravel <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 />97.6 <br />95.5 <br />91.6 <br />89.5 <br />83.1 <br />74.2 <br />66.8 <br />61.6 <br />59.6 <br />55.1 <br />5 <br />51.5 <br />15.0 - 65.0 <br />PL= 17 LL= 44 PI= 27 <br />Coefficients <br />D90= 10.2206 D85= 5.7204 D60= 0.3232 <br />D50 D30 D15 <br />D10 Cu Cc <br />Classification <br />USCS= CL AASHTO= A -7 -6(10) <br />Remarks <br />Natural Moisture: 15.7% <br />Soil Liner Fill (A) <br />Location: N 50500 E 38401 <br />Sample Number: SLF - 179 - Depth: 9739 Date: 8/26/10 <br />AM EC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &VCQA Phase S <br />Project No: 84201125E0 Figure SLF -179 -R <br />• <br />• <br />• <br />Tested By: MMC <br />Checked By: JDH <br />