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r: In general, with no remediation systems in-place on-site, the extent of a subsurface hydrocarbon <br /> = ) plume could be increasing, steady (essentially constant), or shrinking with time, depending on <br /> the relative magnitude of the hydrocarbon loading rate and the degradation rate. In the <br /> f' subsurface, hydrocarbons are dissolved and added to the plume as fresh ground-water flows <br /> through hydrocarbon-impacted soils where benzene, toluene, ethylbenzene, and xylenes (BTEX) <br /> leach from the soil into ground water. The mechanisms which reduce the concentration at a <br /> monitoring point or reduce the mass within the plume include dispersion, adsorption/retardation, <br /> biodegradation, and volatilization. <br /> ==` The extent and migration of subsurface hydrocarbon plumes are governed by the relative <br /> magnitude of the hydrocarbon loading rate to ground water and the relative magnitude of the <br /> attenuation rates. Initially, a plume will expand because the biodegradation rate is less than the <br /> loading rate. This is evident shortly after a release has occurred, before the biodegradation rate <br /> adjusts to the new loading rate. <br /> For a plume to remain steady (essentially the same size), mass loading is balanced by mass <br /> ..i removal (intrinsic biodegradation = mass loading). This steady-state condition controls the <br /> =1� migration of the plume and is attributed to the effects of intrinsic biodegradation. The effects <br /> of dispersion and adsorption will affect the concentration gradient, but will not remove <br /> hydrocarbon mass from the plume. <br /> VERIFICATION OF CLEANUP <br /> Site closure will ultimately depend upon the SJCPHS and the CVRWQCB. Hydrocarbon vapor <br /> concentrations from bioventing wells will be plotted versus time. When this curve approaches <br /> Fj an asymptotic slope, confirmation soil borings will be sampled to confirm the progress and <br /> effectiveness of in-situ bioremediation efforts. Soil samples will be collected from the <br /> +" confirmation borings at 5-foot depth intervals and analyzed for TPH-g using California DoHS <br /> approved EPA Method 8015 modified for gasoline, and for BTEX using EPA Method 8020. <br /> The soil will be considered remediated when laboratory analyses reveal that TPH-g levels have <br /> been reduced to 10 mg/Kg or less, and benzene levels have been reduced to 0.1 mg/Kg or less <br /> =- in accordance with the guidelines set forth in the State of California LUFT Manual. <br /> Ground-water remediation might be expected to be considered completed when BTEX <br /> E=' concentrations fall below the State Maximum Contaminant Levels (MCLS) of 1, 150, 700 , and <br /> 1750 /Agl f, respectively. <br /> W.W. Intivin, Inc. <br /> r Project No. 33016.07 <br /> December 1995 10 <br /> J <br />