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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 />Vector nine rin ince <br />143E spring Hip Drive, Grass Valley, CA 95945 (530) 272-2448 <br />Laboratory Services <br />Client Name: <br />Allied Waste <br />Sample I.D.: <br />Gravel Stockoile SarnDle 1 <br />HYDRAULIC CONDUCTIVITY <br />FIXED WALL <br />d CTAA 11- 9AIA AAnrlirrarl <br />Forward LF WMU ART -03 <br />scoption. <br />Gravel w/ Sand (Radd4/18/031 <br />No.: Lab Log: <br />021605.02 855D <br />Date: <br />April 23. 2003 <br />TRIAL <br />NUMBER <br />WATER <br />CONTENT <br />DRY <br />DENSITY <br />pcf kg/m^3 <br />HYDRAULIC <br />CONDUCTIVITY <br />cm / sec <br />Initial <br />0.0 <br />87.3 1.40 <br />---------- <br />1 <br />2E+00 <br />2 <br />3E+00 <br />3 <br />2E+00 <br />4 <br />3E+00 <br />5 <br />3E+00 <br />6 <br />2E+00 <br />AVERAGE: <br />3E+00 <br />1.0E+02 <br />1.0E+01 <br />.v. <br />J <br />00 <br />W <br />z <br />L, 1.0E+00 <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 = 29.8 cm <br />Jay accepdrg the data and results represented on this per. GleM agrees to NflM ate uat mai/ o1 vector tngineenng, inc. ttwn urent aro an ower parses tor aaims anamg out or me use or I <br />Ilt"":"'-" data to the cost to the respective test(s) represented hereon. and Client agrees to indemnify and fwd hamdess Vector from and against all liabltity In excess of the atonrrentoned tires. <br />L : Labexcet I Prows t 2002 %021W5 %855D -fm Entered BY. Reviewed By: Lab Log: 855D <br />DCN: fwr-rp (rev. 03131/03) SC C) <br />