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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 1917G <br /> Sample ID: Report Date: <br /> STCL-1698 August 21, 2006 <br /> Hydraulic Conductivity vs Time <br /> 1.E-06 <br /> x <br /> 1.E-07 <br /> s <br /> 1.E-08 <br /> 60 80 100 120 140 160 180 <br /> Time,Hrs <br /> SPECIMEN DATA TEST DATA <br /> SAMPLE ID: STCL-1698 ASTM D-5084, Method C <br /> DESCRIPTION: Brown Sandy Clay EFFECTIVE STRESS: 20 psi <br /> INITIAL FINAL GRADIENT RANGE: 8 - 9 <br /> IN/OUT RATIO: 0.96 <br /> HEIGHT, in. 3.9 3.9 "8"PARAMETER: 0,99 <br /> DIAMETER, in. 2.4 2.4 <br /> WATER CONTENT, % 18.5 20.9 HYDRAULIC <br /> DRY DENSITY,pcf 107 108 TRIAL TIME CONDUCTIVITY <br /> SATURATION, % 88 100 nos. hrs. cm/sec <br /> (Specific Gravity assumed as 2.7) 7 96.9 3.1 E-08 <br /> MAXIMUM DRY DENSITY,pcf 8 111 3.1 E-08 <br /> OPTIMUM WATER CONTENT, % 9 119 3.1 E-08 <br /> SPECIFIED COMPACTION, % 10 127 2.6E-08 <br /> ACHIEVED COMPACTION, % 11 135 2.7E-08 <br /> 12 143 2.4E-08 <br /> COMMENTS: 13 161 2.6E-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 use of <br /> this data to the cost for the respective test(s)represented here.and Client aorees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br /> L 1 hcicelr c incl:I2002 1 021605! 191;r; 1-Ixh Print 1-1ntr _^— Reviewed L-rSN: <br /> qq(r}}q g <br /> 19 P 7G– t <br />