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Vector 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-E <br /> ample I.D.: Description: Report Date: <br /> 11111111111PSarriple reed 7/26/99 Pea Gravel 7/29/99 <br /> TRIAL WATER DRY ESTIMATED NORMAL HYDRAULIC <br /> NUMBER CONTENT DENSITY ORE HEIGHT STRESS CONDUCTIVITY <br /> pcf kg/m"3 feet meter psi kPa cm/sec <br /> Initial 102.5 1.64 <br /> 1 3.3E+00 <br /> 2 3.3E+00 <br /> 3 3.3E+00 <br /> 4 3.3E+00 <br /> 5 3.3E+00 <br /> 6 3.3E+00 <br /> AVERAGE: 3.3E+00 <br /> 1.0E+02 <br /> Allow <br /> v 1.0E+01 <br /> 42 <br /> E <br /> m <br /> W <br /> 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=24.1cm <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:LabexcenproJeasXt998k9860111161-E-FWP.xis Entered By: Reviewed By:�,L Lab Log: <br /> NCL 161-E <br />