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Vector Engineering, Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES <br />tient Project Name: <br />Allied Waste Inc./ Forward LF FU -08 CQA <br />P <br />ID: <br />®Perm 3C (Recd 7/25) <br />iW 17 <br />HYDRAULIC CONDUCTIVITY <br />REPORT <br />Nrolect No: <br />021605.08 <br />Hydraulic• • Time <br />ember. <br />2572)-3 <br />Date: <br />August 11, 2008 <br />1.E-09 <br />70 75 80 85 90 95 100 <br />Time, Hrs <br />SAMPLE ID: <br />DESCRIPTION: <br />Perm 3C (Rec°d 7/25) <br />Brown Clay <br />10 psi <br />INITIAL <br />FINAL <br />HEIGHT, in. <br />3.1 <br />3.1 <br />DIAMETER, in. <br />2.9 <br />2.9 <br />WATER CONTENT, % <br />17.3 <br />18.1 <br />DRY DENSITY, pcf <br />113 <br />113 <br />SATURATION, % <br />94 <br />100 <br />(Specific Gravity assumed as 2.7) <br />MAXIMUM DRY DENSITY, pcf <br />OPTIMUM WATER CONTENT, <br />SPECIFIED COMPACTION, <br />ACHIEVED COMPACTION, <br />COMMENTS: <br />� . r <br />ASTM D-5084, Method F <br />EFFECTIVE STRESS: <br />10 psi <br />GRADIENT RANGE: <br />27 - 41 <br />IN / OUT RATIO: <br />NA <br />"B" PARAMETER: <br />0.95 <br />HYDRAULIC <br />TRIAL TIME <br />CONDUCTIVITY <br />nos. hrs. <br />cm / sec <br />1 73.5 <br />3.1 E-09 <br />2 75.0 <br />3.1 E-09 <br />3 76.2 <br />2.8E-09 <br />4 92.4 <br />2.7E-09 <br />5 96.2 <br />3.1 E-09 <br />6 98.1 <br />2.7E-09 <br />AVERAGE LAST 4 : 2.8E-09 <br />These results apply only to the above listed samples. The data and intormadon are proprietary and can not be released without authorization of Vector Engineering Inc. <br />By accepting the data and results represented on this page, client agrees to limit the liability of Vector Engineering, Inc. from Client and all other parties claims arising out of the use of <br />this data to the cost for the respective test(s) represented here, and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />L: Labexcel 1 Projects 12002102160512572)-3-txk Print ate: Reviewed By: _ LSN: <br />DCN: TXK QC -GRAPH (rev. 6119/08) 08/14/08 2572)-3 <br />