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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 1917A <br /> Sample ID: Report Date: <br /> STCL-136A August 15, 2006 <br /> Hydraulic Conductivity vs Time <br /> 1.E-07 <br /> v <br /> N <br /> v <br /> 1.E-08 - <br /> c <br /> o <br /> U <br /> m <br /> 1.E-09 - — <br /> 40 60 80 100 120 140 160 <br /> Time,Hrs <br /> SPECIMEN DATA TEST DATA <br /> SAMPLE ID: STCL-136A ASTM D-5084, Method C <br /> DESCRIPTION: Brown sandy clay EFFECTIVE STRESS: 20 psi <br /> INITIAL FINAL GRADIENT RANGE: 10 - 11 <br /> IN/OUT RATIO: 1.19 <br /> HEIGHT, in. 3.3 3.3 "8"PARAMETER: 0.97 <br /> DIAMETER, in. 2.4 2.4 <br /> WATER CONTENT, % 19.4 22.3 HYDRAULIC <br /> DRY DENSITY,pcf 104 105 TRIAL TIME CONDUCTIVITY <br /> SATURATION, % 85 99 nos. hrs. cm/sec <br /> (Specific Gravity assumed as 2.7) 2 54.2 3.3E-08 <br /> MAXIMUM DRY DENSITY,pcf 3 78.7 1.9E-08 <br /> OPTIMUM WATER CONTENT, % 4 85.8 1.7E-08 <br /> SPECIFIED COMPACTION, % 5 99.3 1.7E-08 <br /> ACHIEVED COMPACTION, % 6 123.8 1.7E-08 <br /> 7 127.7 1.8E-08 <br /> COMMENTS: 8 144.1 1.5E-08 <br /> Tap water used as permeant. AVERAGE LAST 4 : 1 .7E-08 <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 parlies claims arising out of the use of <br /> this data to the cost for the respective lest(s)represented here,and Client agrees to indemnily and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br /> Labrxcol l Pinlrcls t2002'0'16051 1917,A-J k Cinl Dale Reviewed� 1 SU <br />