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Vector Engineering Inc. /'� 1 <br /> 143E Spring Hitt Dm e.Grass Vaffey,CA 95945 (530)272-2448 HYDRAULIC `j®ND L,/ I I,/I <br /> Ty <br /> Laboratory Services FIXED WALL Y <br /> Client Name: Project Name: ASTM D-2434, Modified Forward Inc. Forward LandProject No.: Lab Log: <br /> Landfill 021605.03 10508 <br /> Sample I.D.: escnp fon: <br /> CG- 1 Report Date: <br /> Gravel November 24 2003 <br /> TRIAL WATER DRY <br /> NUMBER CONTENT HYDRAULIC <br /> DENSITY CONDUCTIVITY <br /> pct kg/m^3 <br /> cm/sec <br /> Initial 0.0 76.2 1.22 <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 /> 1,0E+01 <br /> ,tn <br /> U j <br /> W <br /> 1.0E+00 --- <br /> I <br /> 1.0E-01 <br /> 0 1 2 3 4 <br /> 5 g 7 $ <br /> TRIAL NUMBER <br /> NOTES: 1) Test run using a 7.5"diameter fixed wall permeameter <br /> ,qmow <br /> y 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:Labexcei 1 Projects 1 2002 1 021605 1 io508-hvr Entered 37— <br /> By:�� Lab Log: <br /> DCN: fwr-rp(rev. 03/31/03) ES 10508 <br />