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Vector Engineering Inc. HYDRAULIC CONDUCTIVITY <br /> 143E Spring Hill Drive,Grass Valley,CA 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 021605.03 108 <br /> Sample I.D.: escnptton: Report Date: <br /> C2-2 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 90.7 1.45 <br /> 1 <br /> 2 <br /> 3 Drainage exceeds equipment <br /> 4 capabilities. Hydraulic conductivity is <br /> 5 greater than-10 cm/sec. <br /> 6 <br /> AVERAGE: <br /> 1.0E+02 <br /> i <br /> i <br /> i <br /> i <br /> D 1.0E+01 <br /> 00 <br /> gI <br /> 1.0E+00 I— - ---- --- -—- --- - - -- <br /> I <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 /> 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 1084C-fwr Entered By: Reviewed By. Lab Log: 1084C <br /> DCN: fwr-rp(rev.03/31/03) ES <br />