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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 /> Client/Project Name' <br /> Proiect No: Lab Sample Number: <br /> Allied Waste Inc./Forward Landfill FU-06 CQA 021605.07 1917E <br /> Sample ID: Report Date: <br /> STCL-163C August 22, 2006 <br /> Hydraulic Conductivity VS Time <br /> 1.E-07 <br /> 1.E-08 -- <br /> U <br /> a <br /> Z <br /> 1.E-09 -- <br /> 40 50 60 70 80 90 100 110 120 130 <br /> Time,Hrs <br /> SPECIMEN DATA TEST DATA <br /> SAMPLE ID: STCL-163C ASTM D-5084, Method C <br /> DESCRIPTION: Brown sandy clay EFFECTIVE STRESS: 20 psi <br /> INITIAL FINAL GRADIENT RANGE: 7 - 8 <br /> IN/OUT RATIO: 1.08 <br /> HEIGHT, in. 3,8 3,8 'B"PARAMETER: 0,98 <br /> DIAMETER, in. 2.4 2.4 <br /> WATER CONTENT, % 19.5 23.2 HYDRAULIC <br /> DRY DENSITY,pcf 103 103 TRIAL TIME CONDUCTIVITY <br /> SATURATION, % 83 98 nos. hrs. cm/sec <br /> (Specific Gravity assumed as 2.7) 1 51.1 3.7E-08 <br /> MAXIMUM DRY DENSITY,pcf 2 55.1 3.0E-08 <br /> OPTIMUM WATER CONTENT, % 3 73.0 3.0E-08 <br /> SPECIFIED COMPACTION, % 4 80.7 2.4E-08 <br /> ACHIEVED COMPACTION, % 5 95.3 3.1 E-08 <br /> 6 107.7 2.6E-08 <br /> COMMENTS: 7 118.5 2.4E-08 <br /> Tap water used as permeant. AVERAGE LAST 4 : 2.6E-0$ <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 useof <br /> this data to the cost for the respective test(s)represented here.and Client agrees to indenmify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br /> I_ 1 ahrycel i i'rnlr cls M02 1 021605,191-,,E-,'bl, Print Daft RBvietwC=Cf f L SU <br /> M '^ <br />