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r <br /> . It is our understanding that a City Municipal Well occurs at a distance of about 1,000 feet north <br /> 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 gust 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 m and around the former underground storage tank pit next <br /> to the Public Works Building at the Boyd Service Center The bonngs 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 B-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 jc <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 /> recommends a review of the Municipal Well seal and the well log to check well seal C)'V11 V) <br /> placement and depth Given the large dissolved MTBE concentration observed in Boring �%C'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 - V o ec�t50 0 <br /> • The elevated contaminant concentrations and presence of separate phase product indicate <br /> that additional source removal in the former tank pit area is warranted This would lessen 'A 1-1)5 <br /> the residual available that could become a dissolved groundwater problems <br /> • At least three groundwater monitoring wells should be placed on-site at this time to start a A--a f,-4+, <br /> quarterly monitoring program The initial well placement should be near the former <br /> underground tank pit and down apparent gradient (north) of the building in the parking <br /> lot Wright anticipates that quarterly monitoring for TPHG, TPHD1 BTEXjMW,,MTBE <br /> r <br /> �r <br />