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Project No 014-95262 <br /> Page No 15 <br /> 8.7 - w <br /> The laterally extensive but very low concentrations of VOCs (benzene, toluene, bromoform, and <br /> 1,2,4-trunethylbenzene) detected in six of eight groundwater samples analyzed suggests a regional or <br /> background source for these constituents <br /> t In the one sample analyzed for semi-volatile compounds, bis(2-ethylhexyl)phthalate was detected <br /> at a concentration of 150µg/L Phthalate-containing compounds are common as nuisance constituents :n <br /> chemical analyses due to their ubiquitous presence in plastics, and have a possible source in sampling <br /> equipment, containers, analytical laboratory, etc This constituent may also be a result of regional <br /> groundwater degradation <br /> 9.0 SUMMARY OF FINDINGS <br /> Following is a summary of the pertinent findings of this investigation <br /> 1 Minor concentrations of TPH-D were noted in the northern portion of the former <br /> diesel supply/return hues The lateral and vertical extent is not defined <br /> 2 A soil sample from a below grade concrete vault adjacent to the brine tank <br /> contained 12,000 mg/kg chloride A determination of the existence of a bottom <br /> to this vault should be made If not present, the vertical definition of elevated <br /> chloride in soil at this location should be conducted The vault construction should <br />' be modified in either case <br /> 3 Surface observations and subsurface soil and groundwater data suggest brine <br /> spillage at the brine tank has occurred Brine has affected both soil and <br /> groundwater of sampling location KB-1 and KHP-1 The full extent of soil or <br /> groundwater impacts by chloride are not known <br /> 4 Low concentrations of VOCs and moderate concentrations of diesel in <br /> groundwater at varied locations not associated with known point sources suggests <br /> regional contamination of the shallow aquifer by these constituents <br /> KRAZAN& ASSOCIATES, INC <br /> Offices Serving the Western United States <br /> 952&2 vs2 <br />