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Cjeorogica(Techmcs Inc Page 5 <br /> SOLI&Groundwater Investigation Report <br /> ' Ted Peters-AST <br /> . Project No 701 2 <br /> April 20,2001 <br /> 3.1 Analytical Results <br /> 3.11 Soil Sample Analysis <br /> The soil samples taken from wells MW-7 and MW-8 did not contain contaminant <br /> concentrations above the laboratory reporting hinits <br /> The geology as it relates to the analytical data is discussed in the conclusion section below <br /> Table I in Appendix A contains a full summary of the analytical data and the laboratory <br /> data sheets are included in Appendix C <br /> Figure 5 illustrates the soil analytical data from the boring and Geoprobe locations compiled <br /> by GTI to date <br /> 3.1.2 Groundwater Sample Analysis <br /> After the development of the new monitoring wells, a groundwater monitoring event was <br /> conducted on March 29, 2001, and samples were submitted for analysis The results of the <br /> groundwater analysis are included as Table 2 in Appendix A The analytical data reports <br /> ' are included in Appendix C <br /> In summary <br /> . • Moderate levels of gasoline range petroleum hydrocarbons were detected in well MW- <br /> ' 7 <br /> • Well MW-8 did not contain contaminant concentrations above the laboratory reporting <br /> limits <br /> • Diesel range petroleum hydrocarbons and MTBE were not detected in the groundwater <br /> samples <br /> ' Figure 6 illustrates groundwater analytical data from the August 17, 2000, Geoprobe <br /> locations, and the February 16 & March 29, 2001 monitoring events <br /> 3.2 Site Hydrology <br /> On April 4, 2001 the "top of casing" for each monitoring well was surveyed into the City of <br /> Manteca Benchmark, No 45 by Spencer Land Surveying <br /> A site-specific groundwater gradient and bearing was calculated from the depth to water <br /> measurements taken during the groundwater February 16, 2001 monitoring event The <br /> ' gradient was 0 03 ft/ft flowing N37°E The average groundwater elevation of this site was <br /> 13 83 feet above mean sea level This data was presented in GTI's Quarterly Monitoring <br /> Report dated March 14, 2001 (submitted to the RWQCB and San Joaquin County) <br /> ' A site-specific groundwater gradient and bearing was calculated from the depth to water <br /> measurements taken during the groundwater March 29, 2001 monitoring event The <br /> ' gradient was 0 008 ft/ft flowing N43°W The average groundwater elevation at the site was <br /> 14 11 feet above mean sea level <br /> i <br /> 1 <br /> 1 <br />