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elevations are discussed in Section 2 3, and the groundwater analytical results are discussed in <br /> Section 2 4 Groundwater level measurement and sampling methodology are described in <br /> Appendix A <br /> 2.1 DEPTH TO GROUNDWATER PROCEDURES <br /> On January 9 and July 23, 1998, depth to groundwater was measured, in feet below <br /> ground surface (bgs), in each of the five monitoring wells at the Site using an electronic water <br /> level indicator per the methodology specified in Appendix A 1 1 <br /> 2.2 GROUNDWATER SAMPLING AND ANALYSIS PROCEDURES <br /> Groundwater samples were collected from site monitoring wells on July 23, 1998, per the <br /> methodology specified in Appendix A 1 Field parameters were recorded on Field Record of <br /> Water Sampling Forms, copies of which are presented in Appendix B A duplicate sample was <br /> collected from monitoring well DMW-2 and was identified as "DMW-20 " After collection, the <br /> samples were hand delivered under chain-of-custody to Quanterra Environmental Laboratories <br /> (Quanterra) in West Sacramento, California for analysis Quanterra is a State of California <br /> Department of Toxic Substances Control (DTSC) certified laboratory The chain-of-custody <br /> (Appendix 8) requested that the water samples be analyzed for total petroleum hydrocarbons as <br /> diesel (TPH-d) by EPA Method 8015 modified <br /> 2.3 GROUNDWATER ELEVATION AND GRADIENT <br /> Current and past groundwater elevation data are provided below in Table 1 Groundwater <br /> elevations rose approximately 9 45 feet from January 1998 to July 1998 These elevations are also <br /> higher than 1997 levels This increase in groundwater elevation is likely due to the greater than <br /> average rainfall during the 1997 — 1998 rainy season As shown in Figures 2 and 3, the <br /> groundwater direction was predominantly north-northwest with a gradient of 0 0009 and 0 0005 <br /> for January and July 1998, respectively <br /> 2 <br /> WM_SACI\SYS\WORDPROC1sac\044mt$C\9809_06 doc <br /> DAMES&MOORE <br />