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Page 2 Project No. 96-194 <br /> r� 25 October 1996 <br /> TABLE I <br /> SUMMARY OF HYDRAULIC CONDUCTIVITY TESTING <br /> Upgradient Environmental Consultants <br /> Gillies Project <br /> Semple Description AveConsoi Before-test After-test Hydraulic <br /> I D Gradient dation Conductivity <br /> Pro* Density Moisture Density Moisture (cm/sec) <br /> [pa) (pct) 1%1 Ipcfl 1%) <br /> GT4 Gray brown fine to 23 n/a 105 2 as 1052 183 1 2E-2** <br /> @45 0' coarse SAND with <br /> gravel <br />. GT4 Dark olive gray fine 84- 4 88 1 321 91 3 298 1 3E-5* <br /> @50 0' sandy SILT 152 j <br /> GT6 Dark olive brown silty 9 1- 4 903 245 91 O 307 9 8E-5* <br /> @65' fine SAND 1 B 3 <br /> GT7 Olive brown SILT with 124- 4 1006 243 1009 255 3 4E-7* <br /> @45' sand 139 <br /> GT7 Brown lean CLAY with 124- 4 1076 21 0 1049 228 4 4E-8* <br /> 050' sand 146 <br /> GTS Dark brown fine to 23 n!a 1033 168 1033 203 1 8E-3** <br /> @65' medium SAND <br /> GT9 Brown silty fine to 95- 4 933 284 955 296 7 3E-5* <br /> @65' medium SAND 141 <br /> Test performed In accordance with ASTM D5084-90 <br /> **Test performed in accordance with ASTM D2434 <br />