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B contains analytical reports from the most recent sampling event The locations <br /> of the wells are presented on Figure 2 <br /> Based on the results of the most recent sampling event, it does not appear as <br /> though the concentrations and distribution of the various hydrocarbon <br /> constituents have changed significantly since the previous sampling event The <br /> plume of impacted groundwater still appears to remain in the immediate vicinity <br /> of the former tanks and does not appear to have impacted offsite properties <br /> While trace toluene concentrations appeared in W-6 during the December 1993 <br /> groundwater sampling event, no hydrocarbons were indicated during the July <br /> sampling event <br /> Depth to groundwater has decreased across the site by approximately one foot <br /> since the previous sampling event, and groundwater flow changed from east in <br /> December 1993 to northeast in July 1994 This change may be due to natural <br /> seasonal variations or local agricultural irrigation, however, not enough data <br /> has been collected to determine the cause of these changes <br /> Summary of Findings Pertinent to Selection of Remediation S stem <br /> Based on the findings of environmental investigations and groundwater monitoring <br /> events conducted at the subject site between April 1992 and July 1994, it appears <br /> that the extent of hydrocarbon-impacted soil is well defined and remains limited <br /> to the area of the pump islands and north portion of the former tank bed <br /> Groundwater beneath the site does not appear to have been significantly impacted <br /> by hydrocarbons <br /> Soils at the site generally consist of fine to medium sands to a depth of <br /> approximately 15 feet This strata is underlain by a clay unit which is <br /> approximately 5 feet thick Fine to medium sand is present from a depth of 20 <br /> feet to the extent of each boring During the initial investigation (Canonte, <br /> April 1992) , groundwater with an east-southeasterly flow direction was <br /> encountered at a depth of approximately 16 feet below ground surface However, <br /> in the December 1993 sampling event an easterly flow was noted, while during the <br /> July sampling event a northeasterly flow was noted <br /> To evaluate remedial options, a vapor extraction pilot test was conducted at the <br /> subject site in December 1992 Results indicated that vapor extraction would be <br /> a feasible remedial alternative for remediating impacted soils beneath the site <br /> For your convenience, a summary of previous site activities conducted from April <br /> 1992 through August 1994 is included as Attachment 1 <br /> Com arison of Remedial Alternatives <br /> SEACOR's "Problem Assessment Report" dated May 31, 1994, contained an evaluation <br /> of several remedial technologies for cleanup of impacted soils in the vicinity <br /> of the former tank system soil excavation and disposal, soil excavation and on- <br /> site aeration, soil excavation and off-site aeration, and in-situ soil vapor <br /> extraction <br /> Based on the excellent results achieved during the vapor extraction pilot test <br /> . and the low cost of installing and operating such a system, other remedial <br /> methods involving excavation were not considered feasible for soil cleanup <br />