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Project No 034-97252 <br /> Page No 4 <br /> and recent years It is unlikely, therefore, that groundwater will rise to intercept the zone <br /> of higher concentration petroleum hydrocarbons in soil at depths of 10-20 feet bgs <br /> • We understand that no groundwater wells (domestic, municipal, or monitoring) are on the <br /> subject site Our scope did not include comprehensive identification of receptors in the <br /> area, however, it is unlikely that there are groundwater wells being used for domestic <br /> purposes in the near vicinity because public water supply is provided to the area <br /> • The former UST area is located approximately 100 feet from the nearest property <br /> boundary <br /> • The concentration ratio of benzene to xylenes in the groundwater sample ten years after <br /> UST removal suggests the following 1) biodegradation is not occurring at an optimal <br /> rate (due to possibly tight, oxygen poor soil), 2) the groundwater sample collected does <br /> not represent the core of the groundwater plume, but instead, it's periphery, or 3) a <br /> combination of not yet understood physical and biogeochemical conditions is controlling <br /> contaminant ratios <br /> Based on the above information and the presence of elevated concentrations of benzene and <br /> TPH-G, it is our opinion that regulatory site closure is not possible at this site until characterization of <br /> the lateral extent of soil and groundwater contamination is conducted This task could be completed by <br /> advancing approximately six Geoprobe soil borings at the site - four to collect groundwater samples near <br /> the property boundary (>80 feet from the former UST area), and two north and south of the UST area to <br /> complete characterization of the soil <br /> If the above scope of work proves that soil contamination is limited to the immediate vicinity of <br /> the former USTs and is comparable to concentrations previously noted, and if groundwater <br /> contamination does not extend beyond the property boundaries, it may be possible to get site closure as a <br /> low risk soil and groundwater case This possibility, and any scope of future work, should be discussed <br /> with the appropriate regulatory agency <br /> LIMITATIONS <br /> The conclusions presented above are based upon the agreed upon scope of work outlined in the <br /> above report Consultant makes no guarantees as to the accuracy of completeness of information <br /> obtained from others It is possible that information exists beyond the scope of this investigation <br /> Additional information which was not available to Consultant at the time of writing the Report may <br />. result in a modification of the conclusions and presented The Services performed by Consultant have <br /> KRAZAN& ASSOCIATES, INC <br /> Offices Serving the Western United States <br /> 3497252 GWl <br />