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Extended Site Characterization Report: 7500 West Eleventh Street, Tracy, CA. Page 44 <br /> For most components of fuel hydrocarbons it would be necessary to consider the <br /> applicable Retardation Factor when estimating the hydraulic conductivity from field <br /> measurements of groundwater gradients and analyte migration rates. The Retardation <br /> Factor for a particular chemical can be defined as follows: <br /> R= Vwater/Vcoc (Equation 4) <br /> where: <br /> R=Retardation Factor <br /> Vwater=Rate of Flow of Groundwater Through the Subsurface <br /> and <br /> Vcoc=Rate of Migration of a Chemical of Concern Through the Subsurface <br /> The Retardation Factor is a measure of the reduction in the speed of migration relative to <br /> that of groundwater that occurs due to adsorptive partitioning of a chemical of concern <br /> (COC) between the free flowing groundwater and the surface of soil solids (particularly <br /> organic matter), and reductions in migration rate due to other physicochemical <br /> phenomenon including metabolization. Bioremediation of a COC can also destroy a COC <br /> by converting it into innocuous materials before it arrives at a point in the subsurface <br /> ' down gradient from the point where it was released into groundwater. In the case of <br /> _;, MTBE, which was used here as an indicator of the maximum migration rate for <br /> components of the fuel hydrocarbons released on the 7500 West Eleventh Street property, <br /> its Retardation Factor is essentially 1.00. This is because, in so far as is presently known, <br /> i it does not partition between soil and groundwater, it metabolizes very slowly and it is <br /> not bioreinediated by biota commonly present in the subsurface beneath release sites. <br /> I' = Although the mobility of MTBE in groundwater can explain the fringe of that chemical <br /> that precedes the main body of the primary plume of affected groundwater shown on <br /> Figure 13, some questions remain regarding the down gradient extent of that plume when <br /> viewed in the light of groundwater-quality data obtained from monitoring wells installed <br /> on the Suburban Propane property at 23901 Chrisman Road in 1996. (See Figure 13 for <br /> locations.) When the monitoring wells formerly located on the Suburban Propane site <br /> were sampled on February 19, 1996 and again on April 5, 1996, groundwater in them was <br /> found to contain no detectable concentrations of TPH(g) nor any of the BTEX <br /> ._-.1 compounds. No analyses were made for diesel-range petroleum hydrocarbons or for <br /> MTBE. <br /> Taking K= 1.5 x 10.2 cm/sec as estimated above, with the observed groundwater gradient <br /> of 0.003 ft./ft., and making the same assumptions as used previously regarding the <br /> porosity of the soil and the Retardation Factor for MTBE, in the approximate period of <br /> 3.3 years that passed between the assumed October 1992 release of gasoline containing <br /> ` that chemical from piping on the 7500 West EIeventh Street site and the February 1996 <br /> _--i SJC <br /> -�i <br />