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(sector Engineer®ng Inc. HYDRAULIC CONDUCTIVITY <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 (530)272-2448 <br /> Laboratory Services FIXED WALL <br /> ASTM D-2434, Modified <br /> ® Client Name: Project Name: Project No.: Lab Log: <br /> Forward Inc. Forward FU-06 CQA 021605.07 1844A <br /> Sample I.D.: Vescnp Ion: Report Date: <br /> Coarse Gravel#1 (rec'd 6/23/06) Poorly Graded Gravel June 23, 2006 <br /> TRIAL WATER DRY HYDRAULIC <br /> NUMBER CONTENT DENSITY CONDUCTIVITY <br /> % pcf kg/m^3 cm/sec <br /> Initial 2.8 95.3 1.53 ----_----- <br /> 1 8.3E+00 <br /> 2 8.3E+00 <br /> 3 8.1 E+00 <br /> 4 8.0E+00 <br /> 5 7.9E+00 <br /> 6 7.7E+00 <br /> Drained 1 4.0 AVERAGE: 8.0E+00 <br /> 1.0E+02 -- <br /> 1.0E+01 - - ---- - --- -- -- --- --- -.. —- <br /> m <br /> W 1.0E+00 <br /> EL - - — <br /> 1.0E-01 <br /> 0 1 2 3 4 5 6 7 8 <br /> TRIAL NUMBER <br /> NOTES: 1) Test run using a 7.5"diameter fixed wall permeameter Sample Length =47.8 cm <br /> 2) Constant Head Test Average Head=12.7 cm <br /> These results apply to the above listed samples.The data and information are proprietary and cannot be released with authorization of Vector Engineering Inc.or client. <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 for claims arising out of the use of <br /> this data to the cost for the respective testis)represented hereon,and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aformentioned limit. <br /> L:Labexcel l Projects 12002 1021605 1 1844A4wr Entered By: Reviewed By: Lab Log: 1844A <br /> DCN: fwr-rp(rev.12/16/05) LM <br />