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r <br /> CLEARWATER <br /> G R O ti r I N C <br /> • Environmental Services <br /> range hydrocarbons were detected in soil samples collected from all soil borings except SB-3 and SB-4 Three of the soil <br /> borings were converted to groundwater morutonng wells(MW-1,MW-2,and MW-3) Water samples from wells MW-1 <br /> and MW-3 contained elevated concentrations of gasoline range hydrocarbons,however, gasoline compounds in the water <br /> sample form MW-2 only slightly exceeded laboratory reporting limits Results of this phase of investigation were <br /> presented in Clearwater's Subsurface Investigation Report dated November 20, 1997 <br /> In January 1999,Clearwater supervised the installation of three additional monitoring wells (MW-4, MW-5, and MW-6) <br /> to further evaluate the extent of contaminants in the subsurface Results of sampling indicated that the extent of sorbed- <br /> phase contamination surrounding the former UST complex had been adequately delineated The results of groundwater <br /> sampling, however, indicated that the downgradient extent of dissolved-phase gasoline contaminants remained <br /> undelineated The presence of high concentrations of dissolved hydrocarbons cross-gradient (MW-6) from the former <br /> USTs also suggested the presence of possible additional off-site sources Preliminary inquiries regarding the nature of <br /> possible additional sources indicated that fuel transport pipelines may be present in the immediate %icinity of the site <br /> Based on these results, Clearwater recommended additional downgradient investigation to detemune the extent of the <br /> contaminant plume and also to evaluate the possible contribution from potential off-site sources The results of this phase <br /> of investigation were presented in Clearwater's Well Installation and Groundwater Monitoring Report- First Quarter 1999 <br /> dated May 7, 1999 <br /> The site is predominantly underlain by silts and clays to a depth of approximately 25 feet,bgs with localized, non- <br /> continuous sand lenses An apparently laterally continuous sand unit is present from approximately 25 to 35 feet bgs, <br /> which is underlain by a clay Depth to groundwater fluctuates between approximately 6 and 1 1 teet bgs annually, and <br /> observed flow directions have historically been toward the south-southeast <br /> Proposed Scope of Additional Investigation <br /> hk <br /> The purpose of the proposed work is further evaluation of the distribution of gasoline contaminants downgradtent from <br /> the former UST system, and to destroy and reinstall monitoring well MW-5 To accomplish this goal, the following <br /> scope of work will be performed <br /> • Install three soil borings to approximately 36 feet bgs for collection of soil and groundwater samples to complete the <br /> northeast lateral and vertical delineation of dissolved-phase petroleum hydrocarbons associated with the subject <br /> release, and to investigate the possible impact of off-site sources Locations are shown on Figure 2 <br /> • Install two additional monitoring wells to delineate the southeast lateral and vertical direction of the plume These <br /> wells will be bored to a depth of 36 feet bgs for soil sample collection, however well construction will end at a depth <br /> of only 25 feet bgs, which is consistent with previously installed wells on site Locations are shown on Figure 2 <br /> • Destroy and re-install monitoring well MW-5 as shown in Figure 2, the casing of which was damaged during recent <br /> resurfacing activities <br /> • • Perform a utility survey for Fresno Avenue and a file review on the UST site on the corner of Fresno Ave and <br /> Charter Way, <br /> Ms Lon Duncan 2 November9 1999 <br />