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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. Project No: Lab Sample Number: <br /> Allied Waste Inc./Forward Landfill FU-06 CQA 021605.07 1899A <br /> Sample ID: <br /> Report Date: <br /> STCL-5A August 7, 2006 <br /> Hydraulic Conductivity vs Time <br /> 1.E-07 <br /> m <br /> v <br /> 1.E-08 — ---- <br /> c <br /> v <br /> 1.E-09 –' <br /> 40 60 80 100 120 140 160 180 <br /> Time,Hrs <br /> SPECIMEN DATA TEST DATA <br /> SAMPLE ID: STCL-5A ASTM D-5084, Method C <br /> DESCRIPTION: Brown sandy clay EFFECTIVE STRESS: 10 psi <br /> INITIAL FINAL GRADIENT RANGE: 9 - 11 <br /> IN/OUT RATIO: 1.17 <br /> HEIGHT, in. 2,9 2,9 'B"PARAMETER: 0.96 <br /> DIAMETER, in. 2.4 2.4 <br /> WATER CONTENT, % 18.4 19.9 HYDRAULIC <br /> DRY DENSITY,pcf 106 110 TRIAL TIME CONDUCTIVITY <br /> SATURATION, % 84 100 nos. hrs. cm/sec <br /> (Specific Gravity assumed as 2.7) 1 54.1 2.1 E-08 <br /> MAXIMUM DRY DENSITY,pcf 2 70.4 1.8E-08 <br /> OPTIMUM WATER CONTENT, % 3 95.2 1.7E-08 <br /> SPECIFIED COMPACTION, % 4 101 2.2E-08 <br /> ACHIEVED COMPACTION, % 5 118 1.7E-08 <br /> 6 127 1.7E-08 <br /> COMMENTS: 7 142 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 parties claims arising out of the use of <br /> this data to the cost for the respective lest(s)represented here,and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br /> t. l abarcel 1 Frileets W0'1 021605' 1899A_btk Print Dale Reviowt?d 8)%:,_ L.SN: <br /> 1899A <br />