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(YVAT <br /> conducted in conjunction with this closure and the UST was reported to have never <br /> contained a hazardous substance. <br /> During a May 1998 site visit conducted by ATC, a relatively large oil surface stain was observed <br /> on the asphalt surface at the eastern portion of the site. This stain appears to be associated with a <br /> spill from a piece of machinery temporarily stored on-site. The estimated volume of the original <br /> surface spill is 5 to 10 gallons. The cleanup of the spill was initiated however not completed, as <br /> indicted by oil saturated absorbing material observed remaining on the asphalt. It is our <br /> understanding that this absorbent has since been collected and the spill mitigated. <br /> On November 18, 1998, ATC performed groundwater monitoring and sampling at the subject <br /> site. Following the collection of groundwater level measurements in all on-site monitoring wells, <br /> ATC collected water samples from monitoring wells MMI, located in the upgradient direction, <br /> and from on-site monitoring well MW6, located in the downgradient direction, to determine any <br /> site contribution of chlorinated solvents. Additionally, a water sample was collected from well <br /> MW4 located near the wastewater treatment system. <br /> SCOPE OF WORK- METHODOLOGY <br /> In brief, the scope of work includes the following: performing a soil gas survey to document <br /> current subsurface conditions beneath the site; soil sampling under each end of a 14,960-gallon <br /> underground storage tank (UST) which was filled in-place; and assessing soil beneath a surface <br /> stain for the presence of PCBs. <br /> All work described in this proposal will be performed under the direction of a California <br /> Registered Professional Engineer. Completed soil boring permit applications and associated fees <br /> are included in Attachment 2. A site specific Health and Safety Plan is included in Attachment 3. <br /> Soil Gas Survey <br /> ATC will perform a soil gas survey of the site's suspect areas including the existing and former <br /> water treatment compounds. Direct push technology will be employed to advance soil gas probes <br /> to desired depths where soil gas will be extracted and sampled. It is anticipated soil gas samples <br /> will L1; collected at depths of approximately 7 to 14 feet below ground surface (bgs). At <br /> minimum, one soil gas sample will be collected from each boring, however, one additional sample <br /> may be collected from selected locations. The soil gas survey will include the collection of up to a <br /> total of 14 soil gas samples. <br /> Following sample collection, each open bore hole will be grouted to the surface with neat cement. <br /> The gas samples will be forwarded to a State-certified laboratory for the analysis of halogenated <br /> and aromatic volatile organic compounds utilizing EPA methods 8010/8020 <br /> WA16962\REP0RTS\W0RK_PLN.D0C 5 <br />