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Vector Engineering, Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES <br />Forward Inc./Forward <br />JW/e to: <br />P-7 <br />1A <br />Hydraulic • • <br />HYDRAULIC CONDUCTIVITY <br />REPORT <br />rroreci rvo: Lao aamre rvumoer: <br />021605.06 1623K <br />rrepon uate: <br />September 22, 2005 <br />10 20 30 40 50 <br />Time, Hrs <br />SPECIMEN DA TA TEST DA TA <br />SAMPLE ID: <br />P-7 <br />EFFECTIVE STRESS: <br />DESCRIPTION: <br />Brown Clay <br />3 - 12 <br />IN / OUT RATIO: <br />INITIAL <br />FINAL <br />HEIGHT, in. <br />3.0 <br />3.0 <br />DIAMETER, in. <br />2.4 <br />2.5 <br />WATER CONTENT, % <br />20.1 <br />22 <br />DRY DENSITY, pcf <br />104 <br />104 <br />SATURATION, % <br />88 <br />95 <br />(Specific Gravity assumed as 2.7) <br />30.0 <br />2.8E-07 <br />MAXIMUM DRY DENSITY, pcf <br />32.4 <br />2.8E-07 <br />OPTIMUM WATER CONTENT, <br />2.9E-07 <br />SPECIFICATION: <br />SPECIFIED COMPACTION, <br />ACHIEVED COMPACTION, <br />COMMENTS: <br />Tap water used as permeant <br />la <br />ASTM D-5084 <br />Method C <br />EFFECTIVE STRESS: <br />5 psi <br />GRADIENT RANGE: <br />3 - 12 <br />IN / OUT RATIO: <br />1.02 <br />"B" PARAMETER: <br />0.95 <br />60 <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 1021605 1 1623K-txk Print Date: ReviewedLSN: <br />10107/0.5 <br />DCN: TXK-QC-GR,4PFI jrry 1 1/10,04) 1623K <br />HYDRAULIC <br />TRIAL <br />TIME <br />CONDUCTIVITY <br />nos. <br />hrs. <br />cm / sec <br />1 <br />0.9 <br />5.0E-07 <br />2 <br />2.3 <br />4.9E-07 <br />3 <br />5.4 <br />4.5E-07 <br />4 <br />7.0 <br />4.3E-07 <br />5 <br />23.7 <br />3.5E-07 <br />6 <br />30.0 <br />2.8E-07 <br />7 <br />32.4 <br />2.8E-07 <br />AVERAGE LAST 4 : <br />2.9E-07 <br />SPECIFICATION: <br />NA <br />60 <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 1021605 1 1623K-txk Print Date: ReviewedLSN: <br />10107/0.5 <br />DCN: TXK-QC-GR,4PFI jrry 1 1/10,04) 1623K <br />