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Vector Engineering, Inc. HYDRAULIC CONDUCTIVITY <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 (530)272-2448 <br /> LABORATORY SERVICES REPORT <br /> nt/Projecf Name: Proiect No: Lab Sample Number: <br /> Allied Waste Inc./Forward Landfill FU-06 CQA 021605.07 19178 <br /> Sample ID: Report Date: <br /> STCL-143A August 17, 2006 <br /> Hydraulic Conductivity vs Time <br /> 1.E-07 <br /> a> <br /> Y <br /> 1.E-08 <br /> C , <br /> U <br /> N <br /> 1.E-09 -- <br /> 40 60 80 100 120 140 160 180 200 <br /> Time, Hrs <br /> SPECIMEN DATA TEST DATA <br /> SAMPLE ID: STCL-143A ASTM D-5084, Method C <br /> DESCRIPTION: Brown sandy clay EFFECTIVE STRESS: 20 psi <br /> INITIAL FINAL GRADIENT RANGE: 11 - 12 <br /> IN/OUT RATIO: 1.08 <br /> HEIGHT, in. 3,0 2.9 'B"PARAMETER: 0,99 <br /> DIAMETER, in. 2.4 2.4 <br /> WATER CONTENT, % 16.1 17.4 HYDRAULIC <br /> DRY DENSITY,pcf 111 113 TRIAL TIME CONDUCTIVITY <br /> SATURATION, % 84 96 nos. hrs. cm/sec <br /> (Specific Gravity assumed as 2.7) 4 85.7 1.0E-08 <br /> MAXIMUM DRY DENSITY,pcf 5 99.3 7.4E-09 <br /> OPTIMUM WATER CONTENT, % 6 123.7 8.8E-09 <br /> SPECIFIED COMPACTION, % 7 144.0 6.3E-09 <br /> ACHIEVED COMPACTION, % 8 168.4 5.9E-09 <br /> 9 176.6 8.0E-09 <br /> COMMENTS: 10 192.2 6.8E-09 <br /> Tap water used as permeant. AVERAGE LAST 4 : 6.7E-09 <br /> These results apply only to the above listed samples.The data and information are proprietary and can not be released without authorization of Vector Engineering Inc. <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 claims arising out of the use of <br /> this data to the cost for the respective lest(s)represented here,and Chenl agrees to indemnify aril hold harmless Vector from and against all liability in excess of the aforementioned limil. <br /> 1. I aberCei I rOnir cls 1"00.2'0'1605i 1917Et-1.0B pooll.!a1r Reviewed P:W L SN - <br /> ;ii ��1 <br /> T.,:), .7<- , 1.r-'r l S r i(a? ,1 1:,F';C,r�f.:� <br />