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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 <br /> umber:Allied Waste Inc./Forward Landfill FU-06 CQA 021605.07 189 <br /> Sample ID: Report Date: <br /> STCL-86B August 16, 2006 <br /> Hydraulic Conductivity vs Time <br /> 1.E-06 <br /> a� <br /> 1.E-07 <br /> 2 <br /> 1.E-08 <br /> 150 160 170 180 190 200 210 220 230 240 250 <br /> Time,Hrs <br /> SPECIMEN DATA TEST DATA <br /> SAMPLE ID: STCL-86B ASTM D-5084, Method C <br /> DESCRIPTION: Brown Sandy Clay EFFECTIVE STRESS: 20 psi <br /> INITIAL FINAL GRADIENT RANGE: 10 - 12 <br /> IN/OUT RATIO: 1.09 <br /> HEIGHT, in. 2.8 2,8 'B"PARAMETER: 0.94 <br /> DIAMETER, in. 2.4 2.4 <br /> WATER CONTENT, % 18.7 21.0 HYDRAULIC <br /> DRY DENSITY,pcf 107 107 TRIAL TIME CONDUCTIVITY <br /> SATURATION, % 87 100 nos. hrs. cm/sec <br /> (Specific Gravity assumed as 2.7) 2 192.2 2.8E-08 <br /> MAXIMUM DRY DENSITY,pcf 3 196.0 2.1 E-08 <br /> OPTIMUM WATER CONTENT, % 4 212.4 2.7E-08 <br /> SPECIFIED COMPACTION, % 5 220.1 2.4E-08 <br /> ACHIEVED COMPACTION, % 6 222.8 2.8E-08 <br /> 7 236.8 2.6E-08 <br /> COMMENTS: 8 242.7 2.6E-08 <br /> Tap water used as permeant. AVERAGE LAST 4 : 2.6E-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 /> 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 /> 1_.I abc cel 1!injects 12002 1 021605 1 1899H-1-t7 Prinl ate Reviewed By 1 L SN: <br /> Uri .,O' P <br /> t:,frr T�a;-.at. ��.h�,a�rllr=�,_ !1"10,0J) 7899H-';P <br />