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' Soil and Groundwater Investigation Report <br /> Tracy Byron Road Project May 2008 <br /> are included as Appendix D.2. Section 5.1 compares soil results to the PRGs and ESLs to assess the <br /> ' extent of affected soil and whether any further soil characterization is appropriate. <br /> 4.3 GROUNDWATER ANALYTICAL RESULTS <br /> ' Groundwater analytical results, ESLs, and WQOs are summarized in Tables 3 and 4. Table 5 summarizes <br /> the General Minerals analytical results. A data usability discussion is included in Appendix D as <br /> Appendix D.1, and copies of the groundwater laboratory reports are included as Appendix D.2. Section <br /> ' 5.2 compares the groundwater results to the ESLs and WQOs to assess the extent of affected groundwater <br /> and whether any further groundwater characterization is appropriate. <br /> 4.4 DATA USABLITY SUMMARY <br /> ' SAIC performed a data usability evaluation in order to determine whether the data could be used for the <br /> intended purposes (i.e., delineation and risk evaluation). The evaluation determined that all analytical <br /> ' data are usable. See the Data Usability Summary in Appendix D.1 for more information. Qualified data <br /> with reason codes are provided in Table D-1 and are summarized in Appendix D.1. <br /> 5. DISCUSSION OF PETROLEUM DISTRIBUTION <br /> ' 5.1 EXTENT OF AFFECTED SOIL <br /> Soil analytical results from this and previous investigations along the West Byron Road corridor were <br /> ' compared to the lowest, most conservative PRG and ESL concentrations for delineation purposes. Soil <br /> sample analytical results were at non-detect levels and less than PRGs and ESLs. Soil results from <br /> previous investigations along the West Byron Road corridor that exceeded the PRGs and/or ESLs are <br /> ' presented on Figures 3a through 3f. <br /> 5.2 EXTENT OF AFFECTED GROUNDWATER <br /> ' Groundwater analytical results were compared to the lowest,most conservative ESL and WQO <br /> concentrations for delineation purposes. Groundwater sample analytical results were less than WQOs and <br /> ESLs, with the following exceptions: <br /> ' • TPHd: SB-37 (100 micrograms per liter[[tg/L]), SB-38 (140 Itg/L), SB-39 (160 pg/L), <br /> SB-40(330 µg/L),and SB-41 (330 ttg/L); and <br /> • Benzo(g,h,i)perylene: SB-39 (0.40 µg/L). <br /> ' The extent of crude-oil affected groundwater, based on evaluation of the groundwater data of this and <br /> previous site investigations along the West Byron Road corridor,is delineated on Figures 3a through 3f. <br /> Past experience at HPP project sites indicates that attenuation of TPHd in groundwater from the reported <br /> concentrations in borings SB-37 through SB-41 to concentrations below the WQO/ESL of 100 pg/L is <br /> likely to occur a very short distance from the OVP and TAOC pipelines. <br /> ' 5.2.1 Suitability of the Groundwater for Drinking <br /> Total dissolved solids (TDS) concentrations in groundwater samples collected from SB-37 and SB-38 <br /> ' were 1,980 milligrams per liter(mg/L) and 2,180 mg(L,respectively. The criteria of the Water Quality <br /> Control Plan for the Sacramento River Basin and the San Joaquin River Basin, for which an aquifer is <br /> considered a potential source of drinking water, are as follows: <br /> ' • TDS in groundwater less than or equal to 3,000 mg/L; and <br /> • Groundwater yield greater than 200 gallons per day. <br /> ' The TDS levels in the shallow groundwater of the site therefore indicate that the groundwater is a <br /> potential drinking water source. However, it is important to note that TDS in site groundwater is above <br /> ' 6 QA Ir <br /> �,rq <br /> From Science to Solutions <br /> 1 <br />