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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: Proiect No: Lab Sample Number: <br /> Allied Waste Inc./Forward Landfill FU-06 CQA 021605.07 1899 <br /> Sample to: Report Date: <br /> STCL-10 8, 2006 <br /> Hydraulic Conductivity vs Time <br /> 1.E-07 <br /> N <br /> j <br /> 1.E-08 <br /> 1.E-09 <br /> 40 60 80 100 120 140 160 <br /> Time, Hrs <br /> SPECIMEN DATA TEST DATA <br /> SAMPLE ID: STCL-10 ASTM D-5084, Method C <br /> DESCRIPTION: Brown Sandy Clay EFFECTIVE STRESS: 10 psi <br /> INITIAL FINAL GRADIENT RANGE: 10 - 10 <br /> IN OUT RATIO: 1.11 <br /> HEIGHT, in. 3.0 3.0 "B"PARAMETER: 0.98 <br /> DIAMETER, in. 2.4 2.4 <br /> WATER CONTENT, % 17.2 19.2 HYDRAULIC <br /> DRY DENSITY,pcf 110 111 TRIAL TIME CONDUCTIVITY <br /> SATURATION, % 87 100 nos. hrs. cm/sec <br /> (Specific Gravity assumed as 2.7) 1 55.0 9.0E-09 <br /> MAXIMUM DRY DENSITY,pcf 2 72.0 4.7E-09 <br /> OPTIMUM WATER CONTENT, % 3 96.0 6.6E-09 <br /> SPECIFIED COMPACTION, % 4 125 6.2E-09 <br /> ACHIEVED COMPACTION, % 5 144 6.1 E-09 <br /> COMMENTS: <br /> Tap water used as permeant. AVERAGE LAST 4 : 5.9E-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 test(s)represented here.and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limil. <br /> Pr>Icr t:. 200 `021605 1 18998-b!k Print nate 6"evie,wed ey LSN <br /> "i' `I899B <br />