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VVt®/ Engineering Inc. HYDRAULIC®/ \/�l��lV V®I V®�V / I�II I <br /> 143E Spring Hill Drive,Grass Way,C4 95945 (530)272-2448 <br /> Laboratory Services FIXED WALL <br /> ASTM D-2434, Modified <br /> Client Name: Project Name: Project No.: Lab Log: <br /> Forward Inc. Forward Landfill 021605.03 10848 <br /> Sample I.D.: Description: Report Date: <br /> GDM-3 Gravel January 27, 2004 <br /> TRIAL WATER DRY HYDRAULIC <br /> NUMBER CONTENT DENSITY CONDUCTIVITY <br /> pcf kg/m^3 cm/sec <br /> Initial 0.0 87.7 1.41 <br /> 1 5.9E+00 <br /> 2 6.1 E+00 <br /> 3 6.1 E+00 <br /> 4 6.1 E+00 <br /> 5 5.9E+00 <br /> 6 5.9E+00 <br /> AVERAGE: 6.0E+00 <br /> 1.0E+02 <br /> i <br /> i <br /> i <br /> 1.0E+01 t <br /> .v. <br /> m <br /> gI <br /> 1.0E+00 } ----- -------- ---— --, -- - — -- -— --- r --------,----- ---- <br /> Ii <br /> 1.0E-01 <br /> 0 1 2 3 4 5 6 7 8 <br /> TRIAL NUMBER <br /> NOTES: 1) Test run using a 7.5"diameter fixed wall permeameter <br /> Constant Head Test Average Head=12.4 cm <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 indemnity and hold harmless Vector from and against all liability in excess of the aformentioned limit. <br /> L:Labexcel 1 Projects 12002 1021605 1 10848-Avr Entered By: Reviewed By: ,`� Lab Log: 1084B <br /> DCN: Avr-rp(rev.03/31/03) ES Pk <br />