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pack around the well screen. A typical method for well development is to surge or jet water or air in and <br /> out ofthe well screen openings. A properly developed gravel pack keeps fine sediments out ofthe well <br /> and provides a clean and unrestricted flow path for groundwater. <br /> Further defining the vertical extent ofgroundwater contamination will aid in supporting the argument for low <br /> ` risk site closure criteria#2 and#3 and will also aid in construction of the new downgradient well,i.e., <br /> determining the required depth of the well and location of the well screen. <br /> 4.3.4 Risk Based Corrective Action <br /> The ASTM's standard for Risk-Based Corrective Action (RBCA), ASTM E-1739-95, details a <br /> ` framework and provides a methodology to perform a three-tiered risk analysis at petroleum release sites. <br /> This methodology incorporates EPA risk assessment practices to determine non-site specific and site <br /> ` specific cleanup levels that are protective of public health and environmental resources. Traditional <br /> assessment and remedial action uses a"forward calculation"approach to evaluate the carcinogenic and <br /> non-carcinogenic health risks that maybe posed from exposure to chemical concentrations in specific <br /> �. media at a site. The RBCA approach starts with accepted risk and"back calculates"allowable levels of <br /> chemicals in the impacted soil and groundwater. The calculation is done using accepted risk assessment <br /> and fate and transport protocols. <br /> Tier 1 ofthe RBCA process consists ofthe following main components: l)initial site evaluation to identify <br /> potential human and ecological receptors and potentially significant transport pathways;2)classification of <br /> the site to evaluate the need for immediate response; and 3)comparison of media-specific chemical <br /> concentrations detected at the site against conservatively calculated Risk-Based Screening Levels(RBSLs). <br /> Should site maximum chemical concentrations exceed the Tier 1 RBSLs,then a Tier 2 evaluation is <br /> appropriate for those constituents. <br /> A Tier 2 evaluation may calculate Site-Specific Target Levels(SSTLs)using site-specific data and/or <br /> recommended alternative compliance points. In calculating SSTLs,the fate and transport equations used <br /> for the Tier 1 evaluation or other accepted models may be used. <br /> A Tier 3 evaluation uses site-specific data and more complex fate and transport models and/or statistical <br /> simulations. <br /> The RBCA approach should be taken at the site to address low risk site closure criteria#5 and#6. For <br /> �- this analysis,the groundwater ingestion pathway does not need to be considered as the groundwater is not <br /> currently used as a source ofdrinking water or projected to be used as a source ofdrinking water within <br /> the life ofthe plume. In addition,RBCA does not have any specific guidance on evaluating environmental <br /> ` risk, although the basic framework is appropriate if site specific exposure pathways and ecological <br /> receptors are included. The site does not have the potential to significantly impact surface water,wetlands, <br /> ` or other sensitive receptors, and therefore can be considered for low risk closure. <br /> 16 <br />