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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 /> Writ/Project Name: Protect No: Lab Sample Number: <br /> Allied Waste Inc./Forward Landfill FU-06 CQA 021605.07 1899G-1 <br /> Sample ID: Report Date: <br /> STCL-64B August 21, 2006 <br /> Hydraulic Conductivity vs Time <br /> 1.E-06 <br /> 1.E-07 _. <br /> c <br /> C) <br /> 1.E-08 <br /> 60 80 100 120 140 160 180 <br /> Time,Hrs <br /> SPECIMEN DATA TEST DATA <br /> SAMPLE ID: STCL-64B ASTM D-5084, Method C <br /> DESCRIPTION: Brown Sandy Clay EFFECTIVE STRESS: 20 psi <br /> INITIAL FINAL GRADIENT RANGE: 8 - 10 <br /> IN/OUT RATIO: 1.02 <br /> HEIGHT, in. 3.6 3.6 'B"PARAMETER: 0.98 <br /> DIAMETER, in. 2.4 2.4 <br /> WATER CONTENT, % 19.1 20.6 HYDRAULIC <br /> DRY DENSITY,pcf 108 108 TRIAL TIME CONDUCTIVITY <br /> SATURATION, % 92 98 nos. hrs. cm/sec <br /> (Specific Gravity assumed as 2.7) 7 97.0 3.1 E-08 <br /> MAXIMUM DRY DENSITY, pcf 8 110.9 2.3E-08 <br /> OPTIMUM WATER CONTENT, % 9 119.5 2.4E-08 <br /> SPECIFIED COMPACTION, % 10 127.2 3.0E-08 <br /> ACHIEVED COMPACTION, % 11 135.3 2.4E-08 <br /> 12 143.2 2.6E-08 <br /> COMMENTS: 13 161.1 2.8E-08 <br /> Tap water used as permeant. AVERAGE LAST 4 : 2.7E-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 testis)represented here,and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limil. <br /> 1. Labexcel l Projects 12002 1 02160.5 1 18996-1-Lxk Print Gate. Reviewed BF LSN: <br /> L?l:h!_ 7:�:k.'..CJi;-GF?,!f'1I f,(�, 1� 1(L04 <br /> 1)",/:iwf'l' t 1899G-1 <br />