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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 Incl Forward LF FU -08 CQA <br />1pmple ID. <br />Perm 4A (Reed 7/23) <br />Hydraulic• • <br />1.E-07 <br />HYDRAULIC CONDUCTIVITY <br />REPORT <br />1.E-09 <br />144 145 145 146 146 147 <br />Time, Hrs <br />SAMPLE ID: <br />DESCRIPTION. <br />Perm 4A (Rec'd 7/23) <br />Brown Clay <br />EFFECTIVE STRESS: <br />INITIAL <br />FINAL <br />HEIGHT, in. <br />2.7 <br />2.7 <br />DIAMETER, in. <br />2.9 <br />2.9 <br />WATER CONTENT, % <br />19.7 <br />22.1 <br />DRY DENSITY, pcf <br />105 <br />105 <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 />Ivo: Lao 5ampie tvumoer. <br />021605.08 2572K <br />rreporr uate: <br />July 29, 2008 <br />11 <br />147 148 148 149 149 <br />ASTM D-5084, <br />Method F <br />EFFECTIVE STRESS: <br />10 psi <br />GRADIENT RANGE: <br />20 - 43 <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 />1 144.4 <br />2.6E-08 <br />2 145.1 <br />2.7E-08 <br />3 145.5 <br />2.5E-08 <br />4 146.8 <br />2.8E-08 <br />5 147.7 <br />2.5E-08 <br />6 148.7 <br />2.3E-08 <br />AVERAGE LAST 4 : <br />2.5E-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 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 12002 1 021605 1 2572K txk 11rint ate: Reviewedy: i LSN: <br />DCN: TXK-QC-GRAPH (rev. 6/19/08) 08/14/08 2572K <br />