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100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />C C C a C C <br />(O ') N ; \ c7 <br />100 <br />Particle Size Distribution Report <br />10 <br />y 0 ( 0 ( � 0 y 0 �pp 0 o a ° 8 <br /># # 3t # # <br />GRAIN SIZE - mm. <br />1 i <br />0.1 <br />Select Structural Fill <br />0.01 0.001 <br />% +3" <br />0.0 <br />% Gravel % Sand <br />Coarse Fine Coarse { Medium <br />48.1 26.4 7.5 9.3 <br />Fine <br />4.3 <br />Silt <br />% Fines <br />Clay <br />4.4 <br />SIEVE PERCENT SPEC." PASS? <br />SIZE FINER PERCENT (X =NO) <br />3.0" 100.0 <br />2.0" 91.1 <br />1.5" 80.7 <br />1.0" 60.7 <br />.75" 51.9 <br />5" 37.1 <br />.375" 32.5 <br />#4 25.5 <br />#10 18.0 <br />#20 12.0 <br />#40 8.7 <br />#50 7.6 <br />#100 5.6 <br />#200 4.4 <br />100.0 - 100.0 <br />Select Structural Fill <br />Location: N 48525.8 E 36335.1 <br />Sample Number: P- SSF -2 -R <br />Depth: 9489' <br />AMEC Earth - Client: CC &V Gold Mining Company <br />Material Description <br />Brown poorly graded gravel with sand <br />PL= NP <br />D90= 48.8361 <br />D50= 18.0630 <br />D10= 0.5891 <br />USCS= GP <br />Atterberg Limits <br />LL= NP <br />Remarks <br />Natural Moisture = 6.4 % <br />PI= NP <br />Coefficients <br />D85= 42.1889 <br />D30= 7.5216 <br />C 42.26 <br />Classification <br />AASHTO= A -1 -a <br />D60= 24.8960 <br />D15= 1.3449 <br />C 3.86 <br />& Environmental, Inc. Project: Process Solution Enhancement System <br />Date: 6/5/2012 <br />Englewood, CO Project No: 84201125E0.A600 Figure P- SSF -2 -R <br />Tested By: AW <br />Checked By: JDH <br />