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• • Mr. Ron Rowe <br /> Page 2 of 6 <br /> • <br /> Plume Stability <br /> Cumulative groundwater sampling data indicate that the plume of dissolved hydrocarbon <br /> contamination originating from the onsite source is generally stable. Increasing <br /> concentrations of dissolved gasoline and MTBE beneath the southern portion of the <br /> property are unrelated to releases on the subject property. <br /> Insignificant Threat to Human Health or the Environment <br /> Average benzene concentrations in groundwater appear to be below the level that would <br /> cause a significant health risk to occupants of the property. The stability of the plume <br /> suggests that no significant threat to beneficial uses of groundwater at point and time of <br /> use exists. <br /> These circumstances suggest that natural attenuation may be the most appropriate remedy <br /> to complete the restoration of groundwater. In order to evaluate this, Ground Zero <br /> proposes to perform the following scope of work: <br /> • TASK 1 QUARTERLY GROUNDWATER MONITORING AND SAMPLING <br /> Ground Zero will perform quarterly groundwater monitoring and sampling at the site until <br /> directed otherwise. Sampling will include oxygenate and 1,2 DCA analyses for all <br /> monitoring wells and all vapor wells. Ground Zero will request appropriate reductions in <br /> the frequency and/or analytical suite from time to time based upon the adequacy of <br /> historical data in characterizing plume dynamics. In addition, we propose conducting at <br /> least one round of bioattenuation monitoring to include insitu measurements of dissolved <br /> oxygen and redox potential and analysis of water samples for nitrate, sulfate, alkalinity and <br /> ferrous iron. <br /> TASK 2 CONFIRMATION SOIL BORINGS AND VERTICAL DELINEATION <br /> The first purpose of this task is to document the existing concentrations of contaminants in the <br /> vadose zone where soil vapor extraction has been operating. Additionally, this task is intended <br /> to complete the vertical definition of contamination in the saturated zone and will serve to <br /> better characterize the lithology beneath the site. <br /> Initially, one CPT boring (CPT1) will be advanced to a depth of approximately 100 feet <br /> bgs, or more if the rig is capable, within the former tankpit. The CPT data will be used to <br /> assist in the selection of subsequent soil and groundwater sampling depths. CPT1 will be <br /> • twinned by confirmation soil boring CBI which will be drilled to a depth of 100 feet, or <br /> more if field evidence of contamination persists. Three additional borings (CB2 through <br /> mekkbsure\addmdum <br />