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Vector Engineering, Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES <br />Client / Ruldct Name.. <br />Allied Waste Inc./ Forward LF FU -08 CQA <br />�mple lD: <br />Perm 5A (Reed 7/23) <br />1.E-07 <br />HYDRAULIC CONDUCTIVITY <br />REPORT <br />Project No: Lab Sample Number: <br />021605.08 25721 <br />Hydraulic Conductivity vs Time <br />1.E-09 I 1 I I I--- -' 1 <br />48 49 49 50 50 51 <br />Time, Hrs <br />SAMPLE ID: <br />DESCRIPTION. <br />Perm 5A (Rec'd 7/23) <br />Brown Clay <br />10 psi <br />INITIAL <br />FINAL <br />HEIGHT, in. <br />3.6 <br />3.6 <br />DIAMETER, in. <br />2.9 <br />2.9 <br />WATER CONTENT, % <br />21.1 <br />22.2 <br />DRY DENSITY, pcf <br />102 <br />104 <br />SATURATION, % <br />88 <br />98 <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 />29, 2008 <br />51 52 52 53 53 <br />ASTM D-5084, Method F <br />EFFECTIVE STRESS. <br />10 psi <br />GRADIENT RANGE. <br />16 - 29 <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 />2.3E-08 <br />3 49.5 <br />2.0E-08 <br />4 50.9 <br />1.9E-08 <br />5 51.7 <br />1.9E-08 <br />6 52.8 <br />1.8E-08 <br />AVERAGE LAST 4 : <br />1.9E-08 <br />These results apply only to the above listed samples. The data and Intormation are propnetary 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 Gient agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />L: Labexcel l Projects 12002 102160512572L-txk Print Date: Reviewed By. LSN. <br />DCN: T)0< -QC -GRAPH (rev. 6/15108) 08/14/08 2572L <br />