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S E C 0 R <br /> f <br /> s� <br /> 1� <br /> Mr Ed Ralston , <br /> September 7, 2004 <br /> Page 2 <br /> Groundwater samples collected from newly installed wells contained maximum concentrations of <br /> TPHg and MtBE of 29,000 ppb (MW-1) and 4,000 ppb (MW-2), respectively(PEG, 1999) <br /> In December 2000, IT drilled and installed five groundwater-monitoring wells (MW-5 through MW-9) <br /> to approximate depths of 24 feet bgs Laboratory analysis of soil samples reported maximum <br /> concentrations of TPHg and MtBE of 473 ppm (MW-9-10') and 0 119 ppm (MW-6-20'), respectively <br /> Groundwater samples collected from the newly installed wells reported maximum concentrations of <br /> TPHg and MtBE of 72,000 ppb (MW-6) and 750 ppb (MW-6), respectively(IT, 2001) <br /> In March 1999, IT performed a Sensitive Receptor Survey and reported 12 wells within a '/-miles <br /> radius of the site The closest wells to the site are located approximately 0 15 mile west/southwest <br /> (upgradient) of the site The nearest downgradient wells are located approximately 0 3 northeast of <br /> the site (IT, 2001) <br /> Groundwater monitoring has been performed at the site since August 1998 In the fourth Quarter <br /> 2002, groundwater samples contained concentrations of TPHg in excess of 10,000 ppb in wells MW- <br /> 1, MW-5, MW-7, and MW-9 The highest concentrations of benzene and MtBE reported at 240 ppb <br /> and 230 ppb, respectively Groundwater flow was to the east northeast with a gradient of <br /> approximately 0 001 ft/ft <br /> Between June 2002 and November 2002, SECOR performed three phases of off-site assessment at <br /> the site The initial phase was conducted on June 5, 2002 and consisted of the advancement of five <br /> geoprobe borings (GP-1 through GP-5) Based on the soil and groundwater analytical results from <br /> GP-1 through GP-5, SECOR performed the second phase of offsite assessment on June 21, 2002 <br /> The second phase of off-site assessment consisted of four additional step-out geoprobe borings (GP- <br /> 6 through GP-9) The final phase of offsite assessment, conducted in November 2002, consisted of <br /> the installation of six groundwater monitoring wells (MW-10 through MW-15) <br /> In October 2003 SECOR arranged to sample the Lathrop Grammar School irrigation well, located <br /> approximately 1,600 feet northeast of the site and is the closest of three wells identified during a <br /> 2000-foot radius receptor survey conducted at the site The well is used to irrigate the grammar <br /> school and operates from 7 00 pm to 5 10 am The well was sampled at 4 40 am (under supervision <br /> of Manteca Unified School District staff), near the end of the well pumping cycle The water sample <br /> was collected from a spigot at the well head The sample was analyzed for total petroleum <br /> hydrocarbons calculated as gasoline (TPHg), benzene, toluene, ethylbenzene, xylenes (BTEX <br /> compounds), and fuel oxygenates MtBE, EtBE, TAME, TBA, DIPS, EDB, 1,2-DCA, and ethanol by <br /> EPA Method 8260, single run All constituents were reported as not detected <br /> In October 2003, SECOR conducted a study to determine if the Lathrop Grammar School irrigation <br /> well was affecting groundwater flow or gradient beneath the site Groundwater transducers were <br /> placed in site wells and recorded groundwater elevations for 4 days Based on data collected from <br /> the transducers it was determined that the Lathrop Grammar School well was not influencing <br /> groundwater elevation and flow at the site <br /> SCOPE OF WORK <br /> OnJ ne 12, 2004, SECOR supervised the advancement of five geoprobe borings (GP-10 through <br /> • <br /> GPI) The purpose of the work was to delineate the lateral extent of petroleum hydrocarbon <br /> 9 <br /> I\Conoco P hill ips\Tosco Ma rketing112051Reportslgeoprobe rpt 9-04 doc <br /> 9 <br />