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Particle Size Distribution Report . C C C C . _ O O O O O 8 V B <br />100 <br />90 <br />80 <br />70 <br />CC <br />W 60 <br />V <br />Z <br />E <br />Z 50 <br />W <br />U <br />CC <br />W 40 <br />a <br />30 <br />20 <br />10 <br />0 <br />I <br />I <br />U <br />� <br />1 I <br />7, <br />I <br />I <br />1 <br />I <br />T.. <br />I <br />I <br />I <br />1 Soil Liner Fill (A) <br />Y� <br />I <br />I <br />I <br />I I <br />1 ` <br />I <br />� <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 />1 I <br />I I <br />I I <br />I I <br />I. <br />I <br />• <br />'4 <br />1 <br />1 <br />1 <br />1 <br />1 <br />' <br />�4, <br />1 <br />1 <br />I <br />1 <br />-_I, <br />I <br />1 <br />1 ---, <br />I <br />I <br />I <br />I <br />1 <br />1-_ <br />I <br />1 <br />1 <br />I <br />I <br />1 <br />I <br />1 <br />1 <br />I <br />1 <br />I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I <br />I <br />I <br />I <br />1 <br />Y <br />I`, <br />I <br />I ` <br />I <br />I <br />1 <br />1 <br />-J <br />I - -... <br />I <br />1 <br />I <br />1 <br />J. <br />1 <br />I <br />1 <br />1 <br />I <br />1 <br />1 <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />1 <br />I I <br />I <br />I 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 />T <br />I <br />• <br />I <br />I I <br />I I <br />`1. <br />I . <br />I <br />I <br />1 <br />I <br />1 <br />1 <br />I <br />I <br />`J <br />I <br />1 <br />1 <br />1 <br />1 <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />1 <br />1 1 <br />I 1 <br />I I <br />1 <br />I <br />1 <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I I <br />I I <br />I I <br />1 1 <br />t <br />t <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />I <br />1 <br />I <br />1 <br />I <br />1 <br />100 10 <br />GRA <br />1 0 1 <br />N 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 />14.9 <br />10.5 <br />13.2 <br />10.8 <br />46.1 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Brown clayey sand 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 />97.0 <br />95.5 <br />91.5 <br />88.9 <br />80.6 <br />70.1 <br />62.5 <br />56.9 <br />54.7 <br />49.9 <br />46.1 <br />15.0 - 65.0 <br />PL= 16 LL= 43 PI= 27 <br />Coefficients <br />D90= 10.7560 D85= 6.6781 D60= 0.6375 <br />D50= 0.1532 D30 D15 <br />D10= C C <br />Classification <br />USCS= SC AASHTO= A- 7 -6(8) <br />Remarks <br />Natural Moisture: 14.3% <br />Soil Liner Fill (A) <br />Location: N 51924 E 38604 <br />Sample Number: SLF - 176 - Depth: 9793 Date: 7/30/10 <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 SLF -176 -R <br />• <br />• <br />• <br />Tested By: MMC <br />Checked By: JDH <br />