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Vector Engineering, Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES <br />® gent / Roject Name: <br />Allied Waste IncJ Forward LF FU -08 CI <br />Perm 6A (Recd <br />Hydraulic• • <br />1.E-07 <br />1.E-09 <br />48 49 49 50 <br />HYDRAULIC CONDUCTIVITY <br />REPORT <br />NO: <br />021605.08 <br />NUMW. <br />2572M <br />LW Date: <br />Jury 29, 2008 <br />50 51 51 52 52 53 53 <br />Time, Hrs <br />SAMPLE ID: <br />DESCRIPTION. <br />Perm 6A (Rec'd 7/23) <br />Brown Clay <br />10 psi <br />INITIAL <br />FINAL <br />HEIGHT, in. <br />3.3 <br />3.3 <br />DIAMETER, in. <br />2.9 <br />2.9 <br />WATER CONTENT, % <br />19.4 <br />21.3 <br />DRY DENSITY, pcf <br />108 <br />107 <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 />ASTM D-5084, Method F <br />EFFECTIVE STRESS: <br />10 psi <br />GRADIENT RANGE <br />16 - 35 <br />IN / OUT RATIO: <br />NA <br />"B" PARAMETER: <br />0,96 <br />HYDRAULIC <br />TRIAL TIME <br />CONDUCTIVITY <br />nos. hrs. <br />cm / sec <br />1 48.4 <br />2.8E-08 <br />2 49.1 <br />2.5E-08 <br />3 49.5 <br />2.3E-08 <br />4 50.9 <br />2.3E-08 <br />5 51.7 <br />2.2E-08 <br />6 51.9 <br />2.3E-08 <br />7 52.8 <br />2.2E-08 <br />AVERAGE LAST 4 : 2.3E-08 <br />These results apply only to the above listed samples. The data and information 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 Gient 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 l Projects V2002102160512572M-txk Print ate: Reviewed By—. LSN: <br />DCN: TXK-QC-GRAPH (rev. 6/19/08) 08/14/08 2572M <br />