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SEC ® R <br /> SIEC©R o. <br /> 6.0 CONCLUSIONS AND RECOMMENDATIONS <br /> This Site Conceptual Model was meant to summarize site activities and provide a guide <br /> for future assessment and remediation. The following conclusions result from the above <br /> collection of data. <br /> • Petroleum hydrocarbons detected in soil and groundwater during the removal of <br /> USTs, product lines, and dispensers in 1997 and subsequent site investigation <br /> resulted from operations of gasoline USTs and associated piping and dispenser <br /> at the site. The majority of hydrocarbons in soil have been found in the area of <br /> the former underground storage tanks to depths of approximately 25 feet bgs. <br /> • Receptor surveys for the site indicated that the nearest wells are approximately <br /> � . <br /> 700 feet to the east (crossgradient) and 792 feet to the south (upgradient). The <br /> nearest downgradient (1,584 ft northwest) well is an irrigation well at Lathrop <br /> Grammer School. A well influence study conducted in 2003 indicates that the <br />' Lathrop Grammar School well did not influence groundwater flow direction or <br /> gradient beneath the Circle K site. <br />' • Monitoring and sampling performed at the site since 1998 indicated the presence <br /> of TPHg, benzene, and MtBE dissolved in groundwater beneath the site, with a <br /> majority of the dissolved hydrocarbons in the shallow portion of the water bearing <br /> wzones. The extent of TPHg, benzene, and MtBE in groundwater are delineated <br /> to low or non-detectable levels. <br /> • Based on deep soil borings completed in February 2005, vertical delineation of <br /> the plume has not been completed. <br /> Potential exposure medium include the following. groundwater, soil, and air. <br /> Groundwater is typically only encountered during monitoring well gauging and sampling ti. . <br /> and well installation. Soil is typically only encountered during well installation or onsite <br /> excavation. Despite the presence of asphalt at the site, air (ambient) may be t <br /> t encountered via cracks in the asphalt surfaces should the site be redeveloped. Figure ` <br /> 11 presents an exposure pathway model, depicting sources responsible for potential t5 <br /> exposure and potential pathways of exposure. r� <br /> Based on the above information SECOR recommends the following: <br /> • The site should continue to be monitored and sampled on a quarterly basis to <br /> confirm groundwater concentrations and to evaluate plume stability in the shallow <br /> zones. The new wells (MW-17 through MW-19) should be added to the quarterly <br /> r monitoring and sampling schedule. Shallow zone isoconcentration maps for <br /> 1 TPHg, benzene, and MtBE should be included in future quarterly monitoring and <br /> sampling reports. <br /> • Deep groundwater monitoring wells should be installed to a depth of £E` <br /> approximately 80 feet to delineate the lateral extent of hydrocarbons beneath the <br /> Circle K Station. <br /> 1205 5CM,doc ) ` <br /> AyRa" <br /> t� <br />