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100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />100 <br />Particle Size Distribution Report <br />10 <br />a <br />GRAIN SIZE - mm. <br />0 0 0 <br />0 v 0 <br />IT IT <br />01 <br />0.01 <br />- Drain Cover Fit <br />0.001 <br />% +3" <br />0.0 <br />% Gravel <br />Coarse - Fine <br />25.7 51.0 <br />% Sand <br />Coarse - Medium <br />5.9 8.2 <br />Fine <br />4.7 <br />Silt <br />% Fines <br />Clay <br />4.5 <br />SIEVE PERCENT SPEC. PASS? <br />SIZE FINER PERCENT (X =NO) <br />1.5" <br />1.0" <br />.75" <br />.375" <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />96.9 <br />74.3 <br />46.9 <br />29.1 <br />23.3 <br />17.4 <br />12.4 <br />9.2 <br />8.1 <br />5.8 <br />4.5 <br />100.0 - 100.0 <br />70.0 - 100.0 <br />5.0 - 50.0 <br />0.0 - 8.0 <br />Drain Cover Fill <br />Location: N 48585.6 E 36395.5 <br />Sample Number: P- DCF -1 -R <br />AMEC Earth <br />& Environmental, Inc. <br />Englewood CO <br />Material Description <br />Light Brown poorly graded gravel with sand <br />PL= NP <br />D90= 22.9272 <br />D50= 13.3228 <br />D10= 0.5178 <br />USCS= GP <br />Natural Moisture = <br />Atterberq Limits <br />LL= NP <br />P1= NP <br />Coefficients <br />D85= 21.5778 <br />D30= 9.7090 <br />C 30.13 <br />Classification <br />AASHTO= A - - <br />Remarks <br />3.0 % <br />D60= 15.6017 <br />D15= 1.4541 <br />Ce 11.67 <br />Depth: 9488.2' <br />Client: CC &V Gold Mining Company <br />Project: Process Solution Enhancement System <br />Date: 6/2/2012 <br />Project No: 84201125E0.A600 Figure P- DCF -1 -R <br />Tested By: AW <br />Checked By: JDH <br />