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Vector Engineering Inc. 12438 Loma Rica,Grass Valley,CA 530-272-2448 HYDRAULITI IT C CONDUC LABORATORY SERVICES SUMMARY REPORT ASTM D-5084 Client Protect No: Lab Loq: Forward Landfill Company 986011.02 12C Ptcoct Name: Report Date: Forward Landfill June 28, 1999 ...............................7 ...................... ............. ................. .............................. .::.,S old:td6fttifidatiottj::-.144016:81!4j& M-7 6.81 1_1670-E-12W.'- ........... .............17.0- ................................ ................: .......... ................ ................ .................................................. ....... ......... ............ .... ................. . ................ ................................. .................... ....... ............. ............................... .. INITIAL: Water Content(%): 19.5 19.4 19.1 20.2 20.4 20.9 Dry Density (pco: 107 109 104 107 107 104 Saturation (%): 92 95 83 95 97 91 FINAL: Water Content 21.5 20.7 23.1 21.2 21.2 22.6 Dry Density(pco: 100 100 104 108 108 105 Saturation (%): 100 100 100 100 100 100 Hydraulic Conductivity 4.6E-09 2.8E-09 1.6E-08 5.0E-09 8.5E-09 7.6E-09 (cm/sec): Effective Consolidation 10 10 10 10 10. 10 Pressure (psi): Gradient Range: 9-9 9-9 7-8 18-20 18-20 14-19 Relative Compaction Notes: ..............:........... .................................... .................... ............................. .... .. .............. .... . .............. ...................................... . .................... ...... ................*. ................................... ... . ........... ................................ ...... :: .......... ....................... ...................... . ................................................. ........ . .......................... ................. 6 ti ft!:1d ft fida, ionl ..... .................. .......................... ........ .........•.............................. .............. ................... ........ ..... ................. .................................... ......... .................. ............................... ................................ .......................... .......................... ................................... .................................................. ...................................................... .................................... ........ ........ ................................ .......................... . ........................ . ................................. ............ .............................. ................. .............................. ................... .................. .................................... ................................ ................ ......... .............................. .. ................. . . ............ ........... ................... . . ................ .................... ........ ................... ................. ........ ................. ................................. .... ................................... .................. ....... ...... .................. INITIAL: Water Content(%): Dry Density(pco: Saturation (%): FINAL: Water Content(%): Dry Density(pct): Saturation Hydraulic Conductivity (cm/sec): Effective Consolidation Pressure (psi): Gradient Range: Relative Compaction (%): Notes: NOTES: De-aired tap water was used as permeant. The above Saturation is based upon an assumed Spec Gravity of 2.70. By accepting the data and results on this page,client agrees to limit the liability of Vector Engineering,Inc.from Client and all other parties'claims arising out of the use of this data to the cost for the respective test(s)represented here,and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. L:\labexcel\projects\1998\986011\120-ksu Lntered 13y., NCL Hev.By.,0, Lab Loo: 120