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a wooden plug in lieu of the drill bit for collection of samples below 55 feet bgs The hole was then reentered <br /> 0 and drilled below the flowing sand zone where the wooden plug was knocked out of the auger string and <br /> replaced by a standard drill bit Approximately twice the normal time was required to drill, complete, and <br /> sample these soil borings and subsequent monitoring wells because of the flowing sand problem <br /> Figure 11 is a map that depicts the areal distribution of petroleum hydrocarbon constituents in the soil at the <br /> site above 45 feet bgs The distribution of the petroleum constituents at the site is greatest along the south- <br /> central portion of the site where the former USTs were located and under the former dispensers It is <br /> estimated that the significant core area of the petroleum hydrocarbon areal extent is approximately 5,700 <br /> square feet and that an underlying source contaminant mass of approximately 9,400 cubic yards is present <br /> beneath and adjacent to the former UST pit and dispenser locations It is estimated that the contaminant mass <br /> has the following estimated petroleum hydrocarbon constituent concentrations benzene (1 to 10 mg/kg), <br /> toluene (2 to 50 mg/kg), ethylbenzene (2 to 15 mg/kg), xylene (5 to 220 mg/kg), TPH-gas (10 to 2, 100 <br /> mg/kg) Oxygenate compounds were all reported as below analytical laboratory detection limits with the <br /> exception of very minor concentrations of MTBE (<I 0 mg/kg)at one isolated area <br /> Photo Ionization Device(PID) readings from the field instrument indicated the presence of organic vapors <br /> ranging in concentration from 0 to I0,000 ppmv PID readings generally correlated directly with analytical <br /> laboratory data soil sample results but were greatly elevated over actual analytical laboratory results In all <br /> cases, the field instrument indicated the presence of organic vapors at concentrations that would have <br /> suggested significantly higher laboratory analytical results from associated soil samples This is very likely <br /> the result of a degraded and old petroleum hydrocarbon release The presence of petroleum hydrocarbons <br /> in the soil at locations immediately below and adjacent to the former USTs suggests that migrating shallow <br /> groundwater has been the primary transport mechanism for hydrocarbon impacts to soil <br /> 4,3 Groundwater Conditions <br /> The groundwater gradient at the site flows historically to the south or southwest(San Joaquin County,2000) <br /> Figure 5 depicts the area-groundwater flow in the immediate vicinity of the site according to groundwater <br /> data collected in support of the city of Lodi investigation (Environmental Forensics, 2002) Quarterly <br /> groundwater monitoring events at the 521 North Cherokee Lane site during April,July,and November,2003 <br /> indicate a groundwater surface at a surface elevation on site from 6 to 8 feet msl with a flow direction to the <br /> MaW\D TnvmonmenWa PannuTemcotiRew MLSAR1203 wN Page 21 <br />