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i <br /> r <br /> Scope of Work <br /> Exploratory Borings and SoillSediment Sam lin <br /> Three exploratory borings will be drilled at the site (Figure 0. The borings will be <br /> positioned to ascertain distribution of the contaminants in soil and groundwater as. <br /> discussed above. Drilling and well installation permits will be secured from the PHS EHD, <br /> and all utilities will be cleared prior to doing_the field work. The existing safety plan will <br /> be used for this work. <br /> The boreholes will be drilled with GeoProbe drilling equipment. All drilling equipment and <br /> soil and groundwater sampling tools will be cleaned prior to arriving, between each <br /> borehole and before leavingthe site. The augers will be advanced to the desired sampling <br /> depth interval, and an acetate liner-core sampler will be driven ahead of the drill bit. The <br /> sampler will then be retrieved and dissembled, and the soil filled acetate liners retained for <br /> --J.chemical analysis _ ail?:be-sealed Lvith Teflon®=paper,or.fail and,plastic.-endcans,„labeled, <br /> logged onto chain-of-custody forms and place in a chilled ice chest on crushed ice. <br /> The boreholes will be logged using the Unified Soil Classification System under the <br /> supervision of a registered geologist (the attached Geoscience protocols Wright has <br /> developed for drilling, sealing, well construction and sampling are provided as the general <br />} use protocols). The samples will be collected at minimum five-foot intervals, at intervals of <br /> obvious contamination and at stratigraphic features of interest. Soil samples will be field <br /> screened for contaminant presence using staining and vapor (soil outgassing in plastic bags <br /> measured with a field photoionization meter; please note that field vapor readings are <br /> reconnaissance only). Additional lithologic information will be collected to describe the <br /> subsurface geology as needed. . <br /> Upon completion of the borehole drilling and collection of information, the boreholes will <br /> be backfilled with cement grout, placed from the bottom to top of the'borehole. <br /> Groundwater Sam lin - Boreholes <br /> A groundwater sample will be collected from each borehole. These;ground water samples <br /> will be used to ascertain groundwater contamination near the edges of the excavation. A <br /> brief summary of these borehole sampling procedure follows: Each borehole will be <br /> advanced into the aquifer with the probe sampler. A Geoprobe-designed discrete screen <br /> sampler will then be placed into the borehole and advanced to the interval of interest <br /> (estimated to be 15- to 17 feet within the aquifer). The probe sleeve will then be retracted <br /> -- ---- - to expose the`Axeeri aitd opening-the groundwater-sairipling poft. <br /> The depth to groundwater from the surface grade will be measured and the borehole <br /> checked for presence of separate phase product. Each water sample will be carefully <br /> collected with a clean bailer and poured into the appropriate laboratory prepared container <br /> with minimum cavitation. The water sample will be labeled, logged onto a chain-of- <br /> custody form, and placed in a chilled ice chest. Upon completion of all borehole sampling, <br /> the boreholes will be sealed as discussed above. <br /> Chemical Analysis <br /> Up to (9) soil/sediment (aquitard) and three (3) groundwater samples will be analyzed at a <br /> State certified analytical laboratory from the exploratory borings. These samples will be <br /> tested for the following; Total Petroleum Hydrocarbons as Gasoline (TPHG), Benzene <br /> (B),' Toluene (T), Ethylbenzene (E) and Xylene (X), and Methyl-tert-butyl-ether and fuel <br /> oxygenates using EPA Methods 351018015, 8020 and 8260. .The analyses will be run on <br /> an "normal" turnaround (five working days). <br /> Page 2, <br />