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'Vewictor Engineering Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />Laboratory Services <br />.'tient Name / Project Name: <br />Allied Waste Inc. / Forward Landfill FU -08 CQA <br />Sample I.U.: <br />GD -5 (Rec'd 8/20) <br />HYDRAULIC CONDUCTIVITY <br />FIXED WALL <br />ASTM D- 2434, Modified <br />No.: <br />021605.08 <br />scrrpuurl. <br />Grav Poorly Graded Gravel <br />•1.1 <br />Report Date: <br />At frit tet 71 9nnQ <br />TRIAL <br />WATER <br />DRY <br />HYDRAULIC <br />NUMBER <br />CONTENT <br />DENSITY <br />CONDUCTIVITY <br />% <br />pcf kg/m^3 <br />cm / sec <br />Initial <br />2.1 <br />91.6 1468 <br />1 <br />2 <br />3 <br />Drainage exceeds equipment <br />4 <br />capabilities. Hydraulic conductivity is <br />5 <br />greater than 10 cm/sec. <br />6 <br />Drained <br />3.3 <br />AVERAGE: <br />1.0E-0 <br />1.0E-02 <br />co <br />CIO <br />W <br />W 1.0E-03 <br />a <br />1.0E-04 1 <br />0 <br />1 2 3 4 5 6 7 8 <br />TRIAL NUMBER <br />NOTES: 1) Test ran using 7.5 inch diameter fixed wall permeater. Sample Length =61.9 cm <br />2) CONSTANT HEAD Average Head = 11 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 indemnity and hold harmless Vector from and against all liability in excess of the aformentioned limit. <br />L : Labexcel I Projects 1 191 I -fwr Entered By. Reviewed B : Lab Log.- <br />DCN: <br />og:DCN: fwr-rp (rev. 12116105) KH 2609D <br />