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`..i O <br /> • Lateral extent of soil and groundwater impacts immediately east of the former gasoline <br /> UST excavation (i.e. Center Street). Drilling and sampling in this area is not possible <br /> due to the presence of underground utilities. Soil and groundwater analytical data from <br /> monitoring well MW-4 close this data gap further to the east; <br /> • Groundwater quality within the flowing sand at approximately 47 feet BGS. The scope <br /> of work presented in this document will address this data gap; <br /> • Sensitive receptors. A sensitive receptor survey will be conducted as part of future site <br /> activities; and <br /> • An estimate of mass of TPH-g in soil and groundwater. The written report presenting <br /> the results of the investigation outlined in this document will include an estimate of <br /> mass of TPH-g in soil and groundwater at the Site. <br /> 4.0 PROPOSED SCOPE OF SERVICES <br /> The objectives of the proposed scope of services are to further assess the lateral extent of <br /> impacts generally north and northwest of the former UST excavation and evaluate groundwater <br /> quality within the flowing sand at approximately 47 feet BGS at the Site. <br /> Three direct-push borings (C6, C7, and C8)will be drilled at the locations shown on Figure 12. <br /> The total depth of each boring will be approximately 55 feet. The locations of the three <br /> proposed borings were selected to address gaps in soil and groundwater data north and <br /> northwest of the former UST excavation. The proposed locations of the direct-push borings <br /> also were selected based on access constraints presented by overhead and underground utilities. <br /> After receiving and evaluating the analytical data for soil and groundwater samples collected <br /> from the direct-push borings, one groundwater monitoring well (MW-2A)will be installed near <br /> the former UST excavation, developed, and sampled to assess the vertical extent of impacts in <br /> groundwater, particularly within the saturated sand encountered at approximately 47 feet BGS. <br /> Another well (MW-5) will likely be installed north-northwest of the former UST excavation <br /> and situated to monitor the lateral extent of the plume, as indicated by the results of the direct- <br /> push borings. The two wells will be screened within the flowing sand, which is present below <br /> approximately 47 feet BGS. <br /> The scope of services will include the following activities: (1)field preparation; (2)direct-push <br /> drilling, sampling, and laboratory analysis; (3) drilling, well installation, development, <br /> sampling, and laboratory analysis; (4) disposal of investigative-derived waste; and (5) data <br /> evaluation and reporting. The details are presented in the following sections. <br /> SL-Cents-SCM and Rev.R1 WP 2007.09 13 <br />