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It is our understanding that a City Municipal Well occurs at a distance of about 1,000 feet north <br /> J of the site (in the apparent downgradient direction). This well is apparently active but is not <br /> currently pumping water. A water tower is located either just above or very near the well. The <br /> assumed groundwater flow direction at the Boyd site is northerly. <br /> Conclusions and Recommendations <br /> :Six exploratory borings were drilled in and around the former underground storage tank pit next <br /> to the Public Works Building at the Boyd Service Center. The borings revealed TPHG, TPHD, <br /> MTBE and Bunker Oil in borings adjacent to the former tank pit and north of the building. <br /> Separate phase product was observed in Borings 13-3, B-4 and B-5. <br />- Residual contaminants depleted in BTEX are interpreted present in the tank pit vicinity. <br /> Dissolved MTBE and low levels of TAME and TBA are also present in groundwater. Separate <br /> phase product and sheen were observed at the tank pit and in the assumed downgradient <br /> direction, migrating under the Public Works Building. Since data was collected from uncased <br /> boreholes in which groundwater had not stabilized, a plot of groundwater was not prepared but a <br /> northerly groundwater flow is assumed. <br /> The contaminant distribution indicates tank leakage has reached groundwater and moved in a <br /> roughly northerly direction. The northerly and easterly extent of the dissolved plume was not <br /> mapped with this phase of assessment. It is our understanding that a City Municipal Well occurs <br /> about 1000 feet north of the site. <br /> Further work is warranted at this time, and a work plan should be prepared for submittal and <br /> review by PHS EHD. Wright recommends the following: <br /> • Additional exploratory borings should be placed to the east of the tank pit and north of <br /> the Public Works Building to define the extent of the dissolved plume. <br /> • A large surface water tower and potential a Municipal Well are located about 1,000 feet <br /> north of the site. It is our understanding that this is an active well location. Wright <br /> w <br /> recommends a review of the Municipal Well seal and the well log to check well seal Y <br /> placement and depth. Givers the large dissolved MTBE concentration observed in Boring ry��Vl <br /> B-3 as well as presence of dissolved TAME and TBA, a one-quarter mile well survey <br /> should be performed to identify any other nearby water wells. <br /> • The elevated contaminant concentrations and presence of separate phase product indicate r � L <br /> that additional source removal in the former tank pit area is warranted. This would lessen <br /> the residual available that could become a dissolved groundwater problem. <br /> • At least three groundwater monitoring wells should be placed on-site at this time to start a l' "�• G <br /> quarterly monitoring program. The initial welllacement should be P near the former <br /> underground tank pit and down apparent gradient (north) of the building in the Barking <br /> lot. Wright anticipates that quarterly monitoring for TPHG, TPHDy BTEXj9ud„MTBE <br />