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Upper Northern Portion of WMU FU-08 September 2009 <br /> Forward Landfill Project No.021605.09 <br /> TABLE <br /> GEOTEXTILE CONFORMANCE TESTING SUMMARY <br /> r a <br /> rF, r CS✓£ f 4 G'���k����i��(�� $ 't S 'rT3 `. `4c ' <br /> s~" R <br /> x <br /> SPECS-7oz >7 > 160 -- <br /> 122751.04 7.5 225 P <br /> 122751.12 7.5 231 P <br /> 122751.20 7.5 233 P <br /> 122751.29 7.6 221 P <br /> 122751.36 7.7 230 P <br /> 122751.45 7.7 225 P <br /> 122751.54 7.7 230 P <br /> 122751.62 8.0 215 P <br /> 122751.71 7.2 208 P <br /> 122751.78 7.3 223 P <br /> 122751.87 7.1 211 P <br /> 122751.95 7.3 213 P <br /> 122751.104 7.6 220 P <br /> 122751.113 7.4 216 P <br /> 122751.122 7.6 227 P <br /> 122751.131 7.7 217 P <br /> SPECS-12oz > 12 >320 <br /> 12275.003 15.1 446 P <br /> 4.5 LCRS Granular Material <br /> Upon completion of the installation of the lower geotextile, a 6-inch layer of LCRS <br /> granular drainage material was placed on the cell. The 6-inches of granular <br /> drainage material was placed by using a conveyor system to place the drainage <br /> Vector Engineering, Inc. - 143E Spring Hill Drive•Grass Valley,CA 95945•(530)272-2448 <br /> -17- <br />