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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 /> ent/Project Name: Proiect No: Lab Sample Number. <br /> Allied Waste Inc./Forward Landfill FU-06 CQA 021605.07 1917F-2 <br /> ample ID: Report Date: <br /> STCL-168C August 22, 2006 <br /> Hydraulic Conductivity vs Time <br /> 1.E-07 <br /> j 1.E-08 <br /> U <br /> 1.E-09 L �_ <br /> 40 50 60 70 80 90 100 110 120 130 <br /> Time, Hrs <br /> SPECIMEN DATA TEST DATA <br /> SAMPLE ID: STCL-1680 ASTM D-5084, Method C <br /> DESCRIPTION: Brown sandy clay EFFECTIVE STRESS: 20 psi <br /> INITIAL FINAL GRADIENT RANGE: 6 - 9 <br /> IN/OUT RATIO: 1,22 <br /> HEIGHT, in. 3.7 3.7 "8"PARAMETER: 0,98 <br /> DIAMETER, in. 2.4 2.4 <br /> WATER CONTENT, % 17.8 21.7 HYDRAULIC <br /> DRY DENSITY,pcf 106 106 TRIAL TIME CONDUCTIVITY <br /> SATURATION, % 82 99 nos. hrs. cm/sec <br /> (Specific Gravity assumed as 2.7) 1 52.6 2.3E-08 <br /> MAXIMUM DRY DENSITY,pcf 2 55.0 3.4E-08 <br /> OPTIMUM WATER CONTENT, % 3 73.0 1.8E-08 <br /> SPECIFIED COMPACTION, % 4 80.7 1.5E-08 <br /> ACHIEVED COMPACTION, % 5 95.3 1.7E-08 <br /> 6 107.6 1.6E-08 <br /> COMMENTS: 7 118.4 1.6E-08 <br /> Tap water used as permeant. AVERAGE LAST 4 .- 1.6E-08 <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 test(s)represented here.and Client agrees to indemnify and hold harmless Vector from and against all liability in em:ess of the aforernenlioned limit. <br /> l it e xri t Projects cls 002 t 021605 1 1917(2 b;h Print .,ate Reviewed E3 1 --L SN <br /> f 1_ J l,,!`.- .. P-..•tF 11 i-�.,r 1 ,!v' - ;I cT I r f-"'f.. <br />