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lvf,ector Engineering Inc. HYDRAULIC/ DRAULIC CON®UC I IVI <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-AI <br /> Sample I.D.: escnp Ion: Report Date: <br /> Coarse Aggregate 7/3/99 <br /> TRIAL WATER DRY ESTIMATED NORMAL HYDRAULIC <br /> NUMBER CONTENT DENSITY ORE HEIGHT STRESS CONDUCTIVITY <br /> 7 <br /> pcf kg/mA3 feet meter psi kPa cm/sec <br /> Initial 101.3 1.62 <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 /> c 1.0E+01 <br /> ti <br /> E <br /> m <br /> W <br /> Z <br /> 1.0E+00 <br /> 1.0E-01 -- <br /> 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 <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 lidbility 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 afonnentioned limit. <br /> L:Labexcei\proiects\1998\986011\120-AI-FWP.xis Entered By: Reviewed By: Lab Log: <br /> NCL (�l� 120-AI <br />