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'Vuector Engineering, Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES <br />1A <br />HYDRAULIC CONDUCTIVITY <br />REPORT <br />No: <br />021605.06 <br />Lab Sample Number <br />1636E <br />Report Date: <br />zv' zuu" <br />III <br />0 <br />5 10 15 20 25 <br />Time, Hrs <br />SAMPLE ID: <br />Hydraulic Conductivity vs Time <br />1.E-06 <br />DESCRIPTION: <br />GRADIENT RANGE: <br />5 - 10 <br />INIOUTRATIO: <br />INITIAL <br />FINAL <br />HEIGHT, in. <br />3.4 <br />3.4 <br />DIAMETER, in. <br />2.4 <br />2.5 <br />WATER CONTENT, % <br />15.4 <br />19 <br />DRY DENSITY, pcf <br />ill <br />110 <br />SATURATION, % <br />80 <br />97 <br />(Specific Gravity assumed as 2.7) <br />4.1 E-07 <br />5 5.5 <br />MAXIMUM DRY DENSITY, pcf <br />6 7.1 <br />4.2E-07 <br />OPTIMUM WATER CONTENT, % <br />4.1 E-07 <br />AVERAGE LAST 4: <br />SPECIFIED COMPACTION, % <br />SPECIFICATION: <br />NA <br />ACHIEVED COMPACTION, % <br />1. E-07 <br />- --------- - <br />1 E-08 <br />0 <br />5 10 15 20 25 <br />Time, Hrs <br />SAMPLE ID: <br />P-1 I <br />EFFECTIVE STRESS: <br />DESCRIPTION: <br />GRADIENT RANGE: <br />5 - 10 <br />INIOUTRATIO: <br />INITIAL <br />FINAL <br />HEIGHT, in. <br />3.4 <br />3.4 <br />DIAMETER, in. <br />2.4 <br />2.5 <br />WATER CONTENT, % <br />15.4 <br />19 <br />DRY DENSITY, pcf <br />ill <br />110 <br />SATURATION, % <br />80 <br />97 <br />(Specific Gravity assumed as 2.7) <br />4.1 E-07 <br />5 5.5 <br />MAXIMUM DRY DENSITY, pcf <br />6 7.1 <br />4.2E-07 <br />OPTIMUM WATER CONTENT, % <br />4.1 E-07 <br />AVERAGE LAST 4: <br />SPECIFIED COMPACTION, % <br />SPECIFICATION: <br />NA <br />ACHIEVED COMPACTION, % <br />COMMENTS: <br />Tap water used as permeant <br />0 <br />ASTM D-5084, <br />Method <br />EFFECTIVE STRESS: <br />5 psi <br />GRADIENT RANGE: <br />5 - 10 <br />INIOUTRATIO: <br />1.01 <br />"B"PARAMETER: <br />0.95 <br />HYDRAULIC <br />TRIAL TIME <br />CONDUCTIVITY <br />nos. hrs. <br />cm / sec <br />1 1.4 <br />4.6E-07 <br />2 2.6 <br />4.5E-07 <br />3 3.5 <br />4.3E-07 <br />4 4.7 <br />4.1 E-07 <br />5 5.5 <br />4.3E-07 <br />6 7.1 <br />4.2E-07 <br />7 24.5 <br />4.1 E-07 <br />AVERAGE LAST 4: <br />4.2E-07 <br />SPECIFICATION: <br />NA <br />These results apply only to the above listed samples. I he data and information are proprietary and can not be released without aultionzation of vector Ewngineering 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 (he use of <br />this data 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 />L. . Labexcel � Proiects �2002 � 021605 1, 1636E-txk Print Date: Heviewed By: LSN: <br />DGN: TXK-QC-GRAPf1(rev. iilia'04) 10112105 1636E <br />M.1) <br />r <br />