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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/Project Name: Proiect No: Lab Sample Number. <br /> Allied Waste Inc./Forward Landfill FU-06 CQA 021605.07 1917D <br /> Sample ID: Report Date: <br /> STCL-158A August 16, 2006 <br /> Hydraulic.Conductivity vs Time <br /> 1.E-07 <br /> v <br /> 3-1 <br /> N <br /> 1.E-08 <br /> U <br /> a <br /> 1.E-09 <br /> 40 60 80 100 120 140 160 180 <br /> Time,Hrs <br /> 61- <br /> SPECIMEN DATA TEST DATA <br /> SAMPLE ID: STCL-158A ASTM D-5084 Method C <br /> DESCRIPTION: Brown sandy clay EFFECTIVE STRESS: 20 psi <br /> INITIAL FINAL GRADIENT RANGE: 9 - 11 <br /> IN/OUT RATIO: 1.00 <br /> HEIGHT,in. 3.3 3.3 'B"PARAMETER: 0,98 <br /> DIAMETER, in. 2.4 2.4 <br /> WATER CONTENT, % 20.7 22.1 HYDRAULIC <br /> DRY DENSITY,pcf 104 106 TRIAL TIME CONDUCTIVITY <br /> SATURATION, % 90 100 nos. hrs. cm/sec <br /> (Specific Gravity assumed as 2.7) 5 85.4 2.9E-08 <br /> MAXIMUM DRY DENSITY,pcf 6 99.0 3.1 E-08 <br /> OPTIMUM WATER CONTENT, % 7 123.6 3.2E-08 <br /> SPECIFIED COMPACTION, % 8 143.8 2.9E-08 <br /> ACHIEVED COMPACTION, % 9 147.8 2.6E-08 <br /> 10 151.3 3.0E-08 <br /> COMMENTS: 11 167.7 3.0E-08 <br /> Tap water used as permeant. AVERAGE LAST 4 : 2.9E-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 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 aforementionr:d limit. <br /> I I be reel i Prn,lect,s 12002 1 021605 1 191704rh, Print Data 7 e v"ed BV: t SR. <br />