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KLEINFELDER PERMEABILITY TEST DATA 2/2 <br /> JOB: Harney Lane Landfill Range t k <br /> JOB No: 20-1008-49 Ho-Hf (min) (cm/sec) <br /> DATE STARTED: 3-16-94 UNIT No:F <br /> BORING NO. : TP-3 BY:S 1-2 1 1 .5E-04 <br /> ' SAMPLE Light Brown 1-3 2 1 .5E-04 <br /> DESCRIPTION: Sandy Clay 1-4 3 1 .4E-04 <br /> 1-5 4 1 .4E-04 <br /> PRESSURE(PSI) 4.00 <br /> 2-3 1 1 .4E-04 <br /> I k = aL/2At ln(Ho/Hf) I 2-4 2 1 .4E-04 <br /> 2-5 3 1 .4E-04 <br /> a = 0.08 3-4 1 1 .3E-04 <br /> L (in) = 3 .13 = 7.95 cm. 3-5 2 1 .3E-04 <br /> D (in) = 1.93 Stabilized <br /> A (sq. cm.)= 18.87 4-5 1 1 .3E-04 Value of K <br /> is <br /> Reading No. Reading min. Tame Date »»»> 2nd. RUN ««« 1 .6E-04 <br /> _______ _________ _________ ______ 1A-2A 2 1 .6E-04 cm/sec <br /> 1 16.65 0.00 12.40 3-1 -9 1A-3A 2 1 .6E-04 <br /> 2 9.65 1 .00 12.41 1A-4A 3 1 .6E-04 <br /> 3 5.78 2.00 12.42 1A-5A 4 1 .5E-04 <br /> 4 3 .58 3 .00 12.43 <br /> 5 2.25 4 .00 12.44 2A-3A 0 1 . 6E-04 <br /> > > > > > > > > > 2nd. RUN < < < < < < < < < 2A-4A 1 1 .6E-04 <br /> 1A 16.92 0.00 16.20 3-21-9 2A-5A 2 1 .5E-04 <br /> 2A 7.19 1.50 16.22 <br /> ,3A 5.40 2.00 16.22 3A-4A 1 1 .5E-04 <br /> 4A 4.10 2.50 16.23 3A-5A 2 1 .4E-04 <br /> 5A 2.50 3 .50 16.24 <br /> 4A-5A 1 1 .4E-04 <br />