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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />Vector Engineering Inc. <br />143E Spring HN Drive, Gress Vary, CA 95945 (530) 272-2448 <br />Laboratory Services <br />Client Name: <br />Allied Waste <br />Gravel Stockpile Sample 3 <br />HYDRAULIC CONDUCTIVITY <br />FIXED WALL <br />dCTAA 117d4d AAn&Aorl <br />Forward LF WMU ART -03 <br />scup ion: <br />r,ravpl w/ Sanrt [Par-ld d/1Aln'Al <br />No.: Lab Log. <br />021605.02 855F <br />Report Date: <br />Anri) 9'A 9nnz <br />TRIAL <br />NUMBER <br />WATER <br />CONTENT <br />DRY <br />DENSITY <br />pcf kg/mA3 <br />HYDRAULIC <br />CONDUCTIVITY <br />cm / sec <br />Initial <br />0.0 <br />87.3 1.40 <br />1 <br />3E+00 <br />2 <br />3E+00 <br />3 <br />3E+00 <br />4 <br />3E+00 <br />5 <br />3E+00 <br />6 <br />3E+00 <br />AVERAGE: <br />3E+00 <br />1.0E+02 <br />1.0E-01 L <br />0 <br />1 2 3 4 5 6 7 8 <br />TRIAL NUMBER <br />NOTES: 1) Test run using a 7.5" diameter fixed wall permeameter <br />Constant Head Test Average Head =17.8 cm <br />Ey <br />the uata arta mutts reveseraea on this page, client agrees to I" the IiabiGly, of Vector Engineering, Inc. from Client and all other parties for claims arising out of the use of <br />data b the cwt for the respective tests) represented hereon, and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforuvw4loned link <br />L . LaWxcel Labst Projects t 2002 t 021 soy t 8W-fwr Entered By: Reviewed By. Lab Log: <br />DCN: ftar-rp (rev. 03/31/03) <br />SIC 41 P <br />855E <br />