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Vector Engineering 272 /8 HYDRAULIC CONDUCTIVITY <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 (530) -2448 <br /> LABORATORY SERVICES SUMMARY REPORT <br /> ASTM D- 5084 <br /> Client: Proiect No: Lab Loo: <br /> Forward Inc. 021605.03 1024 <br /> AIJERFroject Name: Report Date: <br /> qW Forward Landfill December 11, 2003 <br /> aztiripl :Ideritecatwn:':': L= :::::: <br /> CL.S...... .....CL. r9,..... <br /> ab a e KtM1 <br /> it�Z4... �.. <br /> ::............1?�................................:: �::.............. ......•t02dG::::;:::::::::::10,?4D:::::: ::::: :;7Q�4�:::::: ::::::1fl24H.:::::: <br /> INITIAL: <br /> Water Content(%): 19.6 16.0 18.4 18.1 20.0 19.9 <br /> Dry Density(pcf): 107 112 108 111 105 107 <br /> Saturation (%): 92 85 89 93 90 94 <br /> FINAL: <br /> Water Content(%): 21.3 19.8 20.7 19.5 20.4 21.4 <br /> Dry Density(pcf): 107 110 106 112 109 108 <br /> Saturation (%): 100 100 96 100 100 100 <br /> Hydraulic Conductivity 2,0E-08 1.5E-08 1.4E-08 5.9E-09 2.0E-08 7.4E-09 <br /> (cm/sec): <br /> Effective Consolidation 10 10 10 10 10 10 <br /> Pressure (psi): <br /> Gradient Range: 9-12 9-11 11-14 10-12 10-13 12-14 <br /> Relative Compaction(%) <br /> Notes: <br /> $atrf lel :::: .:::: : <br /> dent f c �': : :: `:>:::: <: <br /> ..... ................�at.o.... ......C4.......... ......�L.$...... ....... .9 .... CL.10.:.... .. ..... ........ ......:........ <br /> L8. .a... <br /> b S it► �:....... <br /> ber. <br /> i?1............... .. 7QZ4J...... .. ..a0s41f'.'.•.'.•.'..'.'.'.'..1024ti,..... .................. .. <br /> INITIAL: <br /> Water Content(%): 17.8 20.1 18.8 18.6 <br /> Dry Density(pcf): 110 106 109 106 <br /> Saturation (%): 90 93 93 86 <br /> FINAL: <br /> Water Content(%): 19.6 21.9 20.4 21.5 <br /> Dry Density(pcf): 111 107 109 107 <br /> Saturation (%): 100 100 100 100 <br /> Hydraulic Conductivity 5.0E-09 1.0E-08 1.0E-08 3.1E-08 <br /> (cm/sec): <br /> Effective Consolidation 10 10 10 10 <br /> Pressure (psi): <br /> Gradient Range: 13-15 11-13 11-12 9-12 <br /> Relative Compaction(%) <br /> Notes: <br /> NOTES: <br /> De-aired tap water was used as permeant. <br /> The above Saturation is based upon an assumed Specific Gravity of 2.70. <br /> These results apply only to the above listed samples.Thedata and information are proprietary and can not be released without authorization of Vector Engineering Inc. <br /> By accepting the data and results 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 this data <br /> Ad IL 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 /> exce prolec s su Entered Bv. Rev.Bw Lab Loq: <br /> erm Summary(rev.2/29/00) MD 1024 <br />