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FATE AND TRANSPORT MODEL FOR SOIL OUTPUT FILE <br /> ***The source concentration is BELOW the residual concentration <br /> contaminant velocity in saturated zone <br /> Aquifer gradient . . 2.00E-03 <br /> Hydraulic conductivity (m/d) . 5 0 <br /> Koc (m3/kg) . . . . . 1 20E-02 <br /> FOC (g/g) - . . . , 2.00E-03 <br /> Retardation coefficient 1 1 <br /> seepage velocity (m/d) 3 33E-02 <br /> Retarded seepage velocity (m/d) . 2.93E--02 <br /> Dispersion calculations in saturated zone <br /> Distance used for dispersion calculations (m) 2.52E+02 <br /> Distance = (Dist to well) + (source Length)/2 <br /> Calculated longitudinal dispersivity (m) 24 <br /> calculated transverse dispersivzty (m) . . . . . . . 7 9 <br /> Calculated vertical dispersivity (m) 9 07E-02 <br /> GROUNDWATER CONCENTRATION (annual average) <br /> MTBE <br /> The maximum groundwater concentration (mg/1) 4.05E-14 <br /> occurred at year 23 0 <br /> concentration <br /> Time at well <br /> (yr) (mg/1) <br /> ----------------- <br /> 1 0 0 00E+00 <br /> 2 0 0.00E+00 <br /> 3 0 0 00E+00 <br /> 4 0 0.00E+00 <br /> 5 0 0 00E+00 <br /> 6 0 0 00E+00 <br /> 7 0 0 00E+00 <br /> 8 0 0 00E+00 <br /> 9 0 1 45E-19 <br /> 10 0 3 21E-18 <br /> 11 0 2 79E-17 <br /> 12 0 1 49E-16 <br /> 13 0 5 59E-16 <br /> 14 0 1 60E-15 <br /> 15,0 3 71E-15 <br /> 16 0 7.19E-15 <br /> 17 0 1 21E--14 <br /> 18 0 1 80E-14 <br /> 19 0 2 44E-14 <br /> 20 0 3 04E-14 <br /> 21 0 3 53E-14 <br /> 22 0 3.86E-14 <br /> 23.0 4.03E-14 <br /> 24 0 4 02E-14 <br /> 25 0 3 88E-14 <br /> 26 0 3 64E-14 <br /> Z7 0 3 32E-14 <br /> Page 2 <br />