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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: Protect No: Lab Sample Number: <br /> Allied Waste Inc./Forward Landfill FU-06 CQA 021605.07 1899C <br /> Sample ID: Report Date: <br /> STCL-43A August 8, 2006 <br /> Hydraulic Conductivity vs Time <br /> 1.E-07 <br /> I <br /> N <br /> Y <br /> j 1.E-08 <br /> a <br /> 1.E-09 <br /> 40 60 80 100 120 140 160 <br /> Time,Hrs <br /> 0- <br /> SPECIMEN DATA TEST DATA <br /> SAMPLE ID: STCL-43A ASTM D-5084, Method C <br /> DESCRIPTION: Brown sandy clay EFFECTIVE STRESS. 10 psi <br /> INITIAL FINAL GRADIENT RANGE: 8 - 9 <br /> IN/OUT RATIO: 1.19 <br /> HEIGHT, in. 3.4 3.4 'B"PARAMETER: 0,98 <br /> DIAMETER, in. 2.4 2.4 <br /> WATER CONTENT, % 16.9 18.7 HYDRAULIC <br /> DRY DENSITY,pcf 109 111 TRIAL TIME CONDUCTIVITY <br /> SATURATION, % 84 97 nos. hrs. cm/sec <br /> (Specific Gravity assumed as 2.7) 1 54.9 3.0E-08 <br /> MAXIMUM DRY DENSITY,pcf 2 71.9 1.8E-08 <br /> OPTIMUM WATER CONTENT, % 3 80.2 1.5E-08 <br /> SPECIFIED COMPACTION, % 4 96.0 1.8E-08 <br /> ACHIEVED COMPACTION, % 5 125.0 1.6E-08 <br /> 6 143.8 1.5E-08 <br /> COMMENTS: <br /> Tap water used as permeant. AVERAGE LAST 4 : 1.6E-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 /> (his 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 aforementioned limit. <br /> L L-fbexcel l Proiecis 120021021605 1 1899(74A Print Date Reviewed L,fit <br /> 181 O <br /> ii(r )-•(I:-i l../_r;.1F11 rr:r. 'l f_'0;!i l.7 ,il isip; 990 <br />