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ect r Engineering Inc. HYDRAULIC CONDUCTIVITY <br /> 12438 Loma Rica,Grass Valley,CA,530-272-2448 <br /> Laboratory Services FIXED WALL <br /> ASTM D-2434, Modified <br /> Client Name: Project Name: Project No.: Lab Log: <br /> Allied Waste Inc. FORWARD LANDFILL 986011.02 161- <br /> Sample I.D.: scriP ion: Report Date: <br /> Sample recd 7/14/99 Drainage Gravel 7/29/99 <br /> TRIAL WATER DRY ESTIMATED NORMAL HYDRAULIC <br /> NUMBER CONTENT DENSITY ORE HEIGHT STRESS CONDUCTIVITY <br /> pcf kg/m A3 feet meter psi kPa cm/sec <br /> Initial 100.8 1.61 <br /> 1 5.7E+00 <br /> 2 5.7E+00 <br /> 3 5.6E+00 <br /> 4 5.7E+00 <br /> 5 5.7E+00 <br /> 6 5.7E+00 <br /> AVERAGE: 5.7E+00 <br /> 1.0E+02 <br /> v 1.0E+01 <br /> CQ <br /> W <br /> a 1.0E+00 <br /> 1.0E-01 <br /> 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 <br /> TRIAL NUMBER <br /> NOTES: 1) Test run using a 7.25"diameter fixed wall permeameter <br /> 2) Constant Head Test Average Head=18.4cm <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 for claims arising out of the use of <br /> this data to the cost for the respective test(s)represented hereon,and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aformentioned limit. <br /> L:Labexcellprojects\1998la86011t161-A~.xls Entered By: Reviewed By: Lab Log., 161-A <br />