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Vector Engineering inc, HYDRAULIC <br /> v <br /> 143E Spring Hill Drive,Grass va#qy,CA 95945 (530)272-244a / e I DRA UL,C Cj®ND U1 T,V I Ty <br /> Laboratory Services FIXED WALL <br /> Client Name: ASTM D-2434, Modified <br /> Project Name: Project No.: <br /> Forward Inc. Forward Landfill Lab Log• <br /> Sample I.D.: 021605.03 1 <br /> GDM E escnphton: Report Date: <br /> Gravel November 24 2003 <br /> TRIAL WATER DRY <br /> NUMBER CONTENT HYDRAULIC <br /> pcDENSITY/m 3 CONDUCTIVITY <br /> cm/sec <br /> Initial 0.0 94.3 1.51 <br /> 1 ---------- <br /> 2 3.3E+00 <br /> 3 3.2E+00 <br /> 4 3.3E+00 <br /> 5 3.3E+00 <br /> 6 3.2E+00 <br /> 3.3E+00 <br /> AVERAGE: 3.3E+00 <br /> 1.0E+02 <br /> 1.0E+01 <br /> I <br /> W <br /> 1.0E+00 �— -- T-- ---- <br /> I <br /> 1.0E-01 = <br /> 0 2 3 4 <br /> 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=17.1 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 Liamsj�ning out of the use ofthis data to the cost for the respective testis)represented hereon,and client agrees to indemnity and hold harmless Vector from and against all liability in exe afor t o"h use <br /> limit. <br /> L:Labexcel 1 Projects 1 2002 1 021605 1 1050A-/wr <br /> Entered By: Reviewed By:f <br /> DCN., fwr-rp(rev.03/31/03) ES Lab Log. 1050A <br />