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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 021605.07 189 <br /> Sample ID: Report Date: <br /> STCL-54D August 25, 2006 <br /> Hydraulic Conductivity vs Time <br /> 1.E-06 <br /> O <br /> x <br /> 1.E-07 <br /> 1.E-08 <br /> 100 120 140 160 180 200 220 <br /> Time, Hrs <br /> SPECIMEN DATA TEST DATA <br /> SAMPLE ID: STCL-54D ASTM D-5084, Method C <br /> DESCRIPTION: Brown Sandy Clay EFFECTIVE STRESS: 20 psi <br /> INITIAL FINAL GRADIENT RANGE: 11 - 14 <br /> IN/OUT RATIO: 0.96 <br /> HEIGHT, in. 2.9 2.8 'B"PARAMETER: 0,98 <br /> DIAMETER, in. 2.4 2.4 <br /> WATER CONTENT, % 19.7 23.6 HYDRAULIC <br /> DRY DENSITY, pcf 99 101 TRIAL TIME CONDUCTIVITY <br /> SATURATION, % 76 96 nos. hrs. cm/sec <br /> (Specific Gravity assumed as 2.7) 4 149.9 3.6E-08 <br /> MAXIMUM DRY DENSITY,pcf 5 152.5 3.0E-08 <br /> OPTIMUM WATER CONTENT, % 6 168.0 3.1 E-08 <br /> SPECIFIED COMPACTION, % 7 174.7 2.9E-08 <br /> ACHIEVED COMPACTION, % 8 179.5 2.9E-08 <br /> 9 194.3 2.8E-08 <br /> COMMENTS: 10 198.1 2.8E-08 <br /> Tap water used as permeant. AVERAGE LAST 4 : 2.8E-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 parties claims arising out of the use of <br /> this data to the cost for the respective tesl(s)represented here.and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br /> I. :Labexcell Protects 120021 021F0,51 1899 3-b:k Print Dale Reviewed Bv. I_SN' <br /> (XIN, rxl<,-0C(,PAF I I(wi. i 1 l0 liar , l7C' �N 1899F-3 <br />