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Geo -Logic <br />A S S 0 C I AT E S <br />blic Services Inc. <br />HYDRAULIC CONDUCTIVITY <br />SUMMARY REPORT <br />ASTM D-5084 <br />2013.A055.01 <br />LOq: 3543 <br />'Project Name: r. <br />.... <br />Forward Landfill WMU FU -13 July 26, 2013 <br />1 <br />Adoh <br />........... <br />... . . <br />..................... <br />.... <br />V..2.6.1.13.).: <br />.P...I...(R..O.�..d... <br />. . <br />..... <br />....................... <br />, , , <br />............... <br />, , '' * ... * ....... <br />.......... ................... ... <br />—* ............. <br />..... ............. <br />.............................. <br />..... ...... ....... <br />.................. <br />:L . ............. <br />.......... ........ <br />. * ....... ... <br />......... ...... <br />.................. <br />. <br />...... .... <br />.............. .. <br />......... .............. <br />.4 <br />............ <br />......... ....... <br />.................. <br />INITIAL: <br />Water Content (%): <br />19.3 <br />18.6 <br />18.2 <br />17.9 <br />21.0 <br />18.0 <br />Dry Density (pcfl: <br />101 <br />100 <br />108 <br />110 <br />104 <br />109 <br />Saturation <br />78 <br />73 <br />87 <br />91 <br />91 <br />90 <br />FINAL: <br />Water Content <br />19.8 <br />19.1 <br />19.4 <br />18.8 <br />21.2 <br />20.4 <br />Dry Density (pct : <br />109 <br />110 <br />110 <br />ill <br />107 <br />107 <br />Saturation (%): <br />98 <br />98 <br />99 <br />97 <br />99 <br />95 <br />Hydraulic Conductivity <br />Hydraulic Conductivity <br />9.1E-09 <br />8.0E-09 <br />3.8E-09 <br />1.5E-08 <br />6.3E-09 <br />3.1E-08 <br />(cm / sec): <br />20 <br />20 <br />20 <br />Effective Consolidation <br />20 <br />20 <br />20 <br />20 <br />20 <br />20 <br />Pressure (psi): <br />15 - 17 <br />14 - 17 <br />15 - 18 <br />Gradient Range: <br />12 - 17 <br />12 - 16 <br />16 - 18 <br />12 - 17 <br />14 - 17 <br />8 - 17 <br />Relative Compaction (%): <br />Notes: <br />I <br />..................... . ... <br />............... .. <br />.... <br />............ <br />.... . qic- <br />........................... <br />.. <br />6 <br />........ <br />-9 -:V:::: <br />...... <br />....................... <br />, , , <br />............... <br />, , '' * ... * ....... <br />.......... ................... ... <br />—* ............. <br />......................... <br />.................. <br />.... <br />. ... .... .... .. <br />.......... <br />. ..... <br />................ <br />..... <br />.... <br />INITIAL: <br />Water Content (%): <br />19.0 <br />18.9 <br />18.1 <br />Dry Density (pct): <br />110 <br />109 <br />102 <br />Saturation <br />96 <br />94 <br />76 <br />FINAL: <br />Water Content <br />19.6 <br />20.0 <br />19.5 <br />Dry Density (pct): <br />110 <br />110 <br />109 <br />Saturation (%): <br />99 <br />100 <br />96 <br />Hydraulic Conductivity <br />(cm / sec): <br />6.5E-09 <br />7.8E-09 <br />7.9E-09 <br />Effective Consolidation <br />20 <br />20 <br />20 <br />Pressure (psi): <br />Gradient Range: <br />15 - 17 <br />14 - 17 <br />15 - 18 <br />Relative Compaction (%): <br />Notes: <br />De -aired tap water was used as permeant <br />The above Saturation is based upon an assumed Specific Gravity of 2.70. <br />LA Labexcel I FORMS I GLA Forms I Reports 12013AU50.Ul I J,)4J-KSU t-rint I <br />Perm Summary(rev. 06127112) W012013 <br />and tested for the above referenced <br />Page 1 <br />MD <br />3543 <br />