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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 />, <br />Allied Waste Inc. / Forward Landfill FU -08 CQA <br />rFmple 1D.- <br />Perm <br />D:Perm 9A (Reed 7/25) <br />1.E-07 <br />HYDRAULIC CONDUCTIVITY <br />REPORT <br />N0: <br />021605.08 <br />Hydraulic Conductivity <br />War. <br />2572P <br />)ate: <br />August 5, 2008 <br />1.E-09 <br />44 54 64 74 84 94 104 <br />Time, Hrs <br />SPECIMEN DATA TEST DATA <br />SAMPLE ID: <br />DESCRIPTION. <br />Perm 9A (Rec'd 7/25) <br />Brown Clay <br />EFFECTIVE STRESS: <br />INITIAL <br />FINAL <br />HEIGHT, in. <br />3.4 <br />3.3 <br />DIAMETER, in. <br />2.9 <br />2.9 <br />WATER CONTENT, % <br />18.5 <br />19.9 <br />DRY DENSITY, pcf <br />110 <br />110 <br />SATURATION, % <br />93 <br />100 <br />(Speck 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, <br />Method C <br />EFFECTIVE STRESS: <br />10 psi <br />GRADIENT RANGE. <br />10 - 12 <br />IN/OUT RATIO: <br />0.99 <br />"B" PARAMETER: <br />0.96 <br />HYDRAULIC <br />TRIAL TIME <br />CONDUCTIVITY <br />nos. hrs. <br />cm / sec <br />53.2 <br />3.8E-08 <br />3 56.1 <br />2.9E-08 <br />4 70.4 <br />3.0E-08 <br />5 77.8 <br />3.0E-08 <br />6 81.4 <br />2.8E-08 <br />7 96.3 <br />3.1 E-08 <br />8 101.2 <br />2.8E-08 <br />AVERAGE LAST 4 : 2.9E-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 Client and all other parties claims arising art of the use of <br />this data to the cost for the respective test(s) represented here, and Ment agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. 11 <br />L: Labexcel I Projects 12002102160512572P-txk Print ate: Revbwed N79T-7—LSN: <br />DCN: TXK-QC-GRAPH (rev. 6/19/08) 08114/08 2572P <br />