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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 Htif Drive, Gass Vaft CA 95945 (530) 272-2448 <br />Laboratory Services <br />Allied Waste <br />Opinfile I.U.. <br />CG -01 <br />TRIAL WATER <br />NUMBER CONTENT <br />i <br />HYDRAULIC CONDUCTIVITY <br />FIXED WALL <br />ASTM D- 2434, Modified <br />Description: <br />3/4" Rock <br />DRY <br />DENSITY <br />Initial 0.0 1 91.5 1.47 <br />1 <br />2 <br />3 Drainage exceeds equipment <br />4 capabilities. Hydraulic conductivity is <br />5 greater than 10.0 cm/sec. <br />6 <br />1.0E+02 -- — <br />E�Hi <br />-.J <br />1 -41- i <br />I <br />i I <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 <br />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 daims arising out of the use of <br />data to the lost for the respective test(s) represented hereon, and Client agrees to indemnify and told harmless Vector from and against all liability In excess of the afonnentioned limit. <br />abexcenprolects11337210os�ssSc.Fvut=.xls Entered By. Reviewed By. Lab Log. 855CMD ,V <br />Report Date: <br />April 7, 2003 <br />HYDRAULIC <br />CONDUCTIVITY <br />cm / sec <br />