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(7) A preliminary site conceptual model based on the available data suggests the following (1) source <br /> . contaminant mass is primarily on site and is approximately 9,400 cubic yards This source area is located <br /> beneath and adjacent to the former UST pit and dispenser locations <br /> (2)The contaminant soil mass extends over approximately 5,700 square feet on the site which forms the <br /> primary source area This contaminant mass has the following estimated petroleum hydrocarbon <br /> constituent concentrations benzene(1 to 10 mg/kg),toluene <br /> (2 to 50 mg/kg), ethylbenzene (2 to 15 mg/kg), xylene(5 to 220 mg/kg), TPH-gas (10 to 2, 100 mglkg) <br /> (3)The mechanism for spread of the petroleum hydrocarbons in groundwater is vertical movement of <br /> petroleum hydrocarbon compounds vertically downward through the soil column to the groundwater and <br /> then through the groundwater surface by diffusion <br /> (4)Petroleum hydrocarbon contaminated groundwater plume extends over an area of approximately <br /> 62,500 square feet at a depth of about 48 feet bgs A minor amount of free-product may still exist at the <br /> site between MW-1 and MW-3 under the former UST pits Vertical rise and fall of the groundwater <br /> surface has spread the movement of petroleum hydrocarbon compounds vertically through the <br /> soil/groundwater contact where highest concentrations appear to be located The groundwater plume <br /> appears to have the following maximum petroleum hydrocarbon concentrations present in it benzene(290 <br /> µg/l), toluene(1300 µg/1 ethylbenzene (400 µg/1), xylene(1800 }ig/l), TPH-gas(11,000 µg/1) <br /> Oxygenate compounds present in the groundwater include MTBE(8 3 µg/l) Lead scavengers present in <br /> the groundwater plume include 1,2-DCA(10 µg/1) and 1,2-EDB (1 2 pg/l) <br /> Recommendations for further work include (1)installation of at least an additional three groundwater <br /> monitoring wells along the southern portion of Murray Street and a single monitoring well on the east side <br /> of Cherokee Lane, (2) continue quarterly groundwater monitoring of the monitoring well network, (3) <br /> complete the sensitive Receptor Survey described in the workplan, (4)complete and update the Site <br /> Conceptual Model and associated Preliminary Problem Assessment Report after an additional two <br /> quarters of groundwater monitoring have been completed, (5) lnitate a remediation feasibility study <br /> Mmn\D 1En,ronnicnL-d\ParmarTexaco\R \snx12o3� Page 26 <br />