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i <br /> Iin Boring B4 at 300 mg/kg (ppm). The highest concentrations of benzene, toluene, ethyl- <br /> benzene, xylene (BTE&X) and TPH as gasoline were detected in Boring B4 at a depth of <br /> 60 feet at 370 ppm, 1,200 ppm, 330 ppm, 980 ppm, and 16,000 ppm, respectively. BTE&X <br /> and TPH as gasoline were not detected at 60 feet in Boring B1 Benzene was detected at <br /> 0 43 ppm in Boring B5 at 55 feet The laboratory reports and chain of custody forms are <br /> Iincluded in Appendix B <br /> 4.4 Relative Groundwater Elevation and Flow Direction <br /> The average depth to groundwater at the site is 55 26 feet bgs. The relative groundwater <br />' elevation is highest in MW-2 at 42 62 feet The average hydraulic gradient was calculated <br /> to be 0 0023 ft/ft with the flow direction ranging from N 25°E to N 70°E (Figure 5) <br /> I4.5 Groundwater Sample Analysis <br /> When MW-4 was sampled on February 22, 1994, no free product was present however TPH <br />' as gasoline and diesel were detected at concentrations of 420 mg/L (ppm) and 12 ppm, <br /> respectively BTE&X components were also detected in MW-4 at concentrations of 56 ppm, <br /> 83 ppm, 8 3 ppm, and 27 ppm, respectively BTE&X and TPH as gasoline were also <br />' detected in MW-1, MW-2, and MW-3 A summary of the analytical results for groundwater <br /> samples is presented in Table 4 The laboratory results and chain of custody form is <br /> included in Appendix C <br /> 5.0 CONCLUSIONS & RECOMMENDATIONS <br /> I <br /> 5.1 Vadose Zone Contamination <br /> IOne objective of this investigation has been to delineate the lateral extent of the vadose- <br /> zone contaminant plume Relatively high concentrations of volatile hydrocarbons detected <br /> in Borings B1, B2, and B4 All components were below detection levels in Boring B1 at 60 <br /> feet Low to trace levels of BTE&X were detected in Boring B3 which was installed in <br /> Grant Street, west of former tank A Only trace levels of BTE&X were detected in Boring <br />' B5, located west of former tanks B and C Based on the concentrations of contaminants <br /> present, GeoAudrt believes the San Joaquin PHS/EHD will require further assessment of <br /> the vadose-zone contamination GeoAudrt recommends additional bonngs will be located <br />' in the areas adjacent to all former tanks Two slant bonngs, north of Boring B1 and east <br /> of Boring B1, will assess if the contaminant plume is present below the structure which <br /> houses Larry's Auto Repair and the adjacent warehouse A slant soil boring should be <br />' drilled below the structure north of 134 <br /> 5.2 Groundwater Contamination <br /> IHydrocarbons were detected in samples obtained from all monitoring wells As the extent <br /> 06s-1 A4&s.,I.e. 11 <br /> li11Y.A.b gip.��QM 9017 9 <br />