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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 1899/-4 <br /> mple ID: Report Date: <br /> STCL-120E August 25, 2006 <br /> Hydraulic Conductivity vs Time <br /> 1.E-06 <br /> Q) <br /> 1.E-07 <br /> U <br /> v <br /> 1.E-08 <br /> 50 55 60 65 70 75 80 <br /> Time,Hrs <br /> SPECIMEN DATA TEST DATA <br /> SAMPLE ID: STCL-120E ASTM D-5084, Method C <br /> DESCRIPTION: Brown Sandy Clay EFFECTIVE STRESS: 20 psi <br /> INITIAL FINAL GRADIENT RANGE: 11 - 12 <br /> IN/OUT RATIO: 0.96 <br /> HEIGHT, in. 3.2 3.1 'B"PARAMETER: 0.98 <br /> DIAMETER, in. 2.4 2.4 <br /> WATER CONTENT, % 16.2 19.5 HYDRAULIC <br /> DRY DENSITY,pcf 108 109 TRIAL TIME CONDUCTIVITY <br /> SATURATION, % 78 96 nos. hrs. cm/sec <br /> (Specific Gravity assumed as 2.7) 1 51.7 4.8E-08 <br /> MAXIMUM DRY DENSITY,pcf 2 54.7 3.1 E-08 <br /> OPTIMUM WATER CONTENT, % 3 59.7 3.1 E-08 <br /> SPECIFIED COMPACTION, % 4 72.3 3.1 E-08 <br /> ACHIEVED COMPACTION, % 5 74.0 2.9E-08 <br /> COMMENTS: <br /> Tap water used as permeant. AVERAGE LAST 4 : 3.1 E-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 testis)represented here..and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br /> L:Labexcel I Projects 120021 021605 18991-4-1A Print DateReviewed 8 LSN:q 8991-4 Itp-4 <br /> C?r..IJr;,K.f.�C- F2.4FI'jr'Bv89:71 <br />