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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 /> t/Project Name: Proiect No: Lab Sample Number: <br /> Allied Waste Inc./Forward Landfill FU-06 CQA 021605.07 1899E <br /> Sample ID: Report Date: <br /> STCL-49A August 14, 2006 <br /> Hydraulic Conductivity VS Time <br /> 1.E-07 <br /> Q) <br /> Y <br /> 1.E-08 — <br /> c <br /> 1.E-09 <br /> 60 70 80 90 100 110 120 130 140 150 160 <br /> Time, Hrs <br /> SPECIMEN DATA TEST DATA <br /> SAMPLE ID: STCL-49A ASTM D-5084, Method C <br /> DESCRIPTION: Brown Sandy Clay EFFECTIVE STRESS: 10 psi <br /> INITIAL FINAL GRADIENT RANGE: 4 - 10 <br /> IN/OUT RATIO: 1.02 <br /> HEIGHT, in. 3,2 3,2 "8"PARAMETER: 0.98 <br /> DIAMETER, in. 2.4 2.4 <br /> WATER CONTENT, % 16.3 19.5 HYDRAULIC <br /> DRY DENSITY,pcf 111 110 TRIAL TIME CONDUCTIVITY <br /> SATURATION, % 86 100 nos. hrs. cm/sec <br /> (Specific Gravity assumed as 2.7) 1 79.1 1.4E-08 <br /> MAXIMUM DRY DENSITY,pcf 2 118.9 1.2E-08 <br /> OPTIMUM WATER CONTENT, % 3 124.9 1.4E-08 <br /> SPECIFIED COMPACTION, % 4 142.2 1.2E-08 <br /> ACHIEVED COMPACTION, % 5 149.2 1.0E-08 <br /> COMMENTS: <br /> Tap water used as permeant. AVERAGE LAST 4 : 1 .2E-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 aorees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned liintt, <br /> L L.bexcM l Pro/eels 12002 02I60 I ?899E bh Print Oak" Reviewed H (.SN. <br /> .)899:C.:. <br />