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vemor =ngineenng 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 /> FORWARD LANDFILL COMPANY FORWARD LANDFILL 986011.02 120-L <br /> Sample I.D.: escnp on: Report Date: <br /> Coarse Aggregate 7/1/99 <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 102.9 1.65 - <br /> 1 <br /> 2 Drainage exceeds equipment <br /> 3 capabilities. Hydraulic conductivity <br /> 4 is greater than 10.0 cm/sec. <br /> 5 <br /> 6 <br /> AVERAGE: <br /> 1.0E+02 <br /> v 1.0E+01 <br /> y <br /> Cf] <br /> U1 <br /> a 1.0E+00 <br /> i <br /> 1.0E-01 L— � - <br /> 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 i <br /> I <br /> TRIAL NUMBER <br /> NOTES: 1) Test run using a 7.25"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 ctarms 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 afonnentioned limit. <br /> L:Labexceltprojects%1998%986011k120-L-FwP.xls Entered By: Reviewed By: Lab Log: 120-L <br /> NCL Nd- <br />