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26 September 2008 <br /> AGE-NC Project No. 07-1587 <br /> Page 5 of 7 <br /> 3.2. HYDROCARBON-IMPACTED SOIL <br /> A total of 55 soil samples from the five soil borings and were analyzed for the constituents listed in <br /> Section 2.2. The following target analytes were detected: <br /> • TPH-g was detected in soil samples analyzed from all the borings with maximum <br /> concentrations as follows:2,800 milligrams per kilogram(mg/kg;BI-40),44 mg/kg(B2-40), <br /> 48 mg/kg (B3-50), 2,200 mg/kg(B4-35), and 7 mg/kg (B5-35),respectively. <br /> • TPH-d was detected in the soil samples analyzed from borings B 1 and B4,with maximum <br /> concentrations as follows: 2,000 mg/kg (B1-15 and B1-40) and 820 mg/kg (B4-35), <br /> respectively. <br /> • Three or more BTEX compounds were detected soil samples collected from borings Bl and <br /> B4. Maximum concentrations detected in soil samples from boring BI were 2.2 mg/kg <br /> benzene (B1-40), 2.1 mg/kg toluene (B1-30), 4.5 mg/kg ethylbenzene (B1-15) and 8.47 <br /> mg/kg total xylenes(B1-15).Maximum BTEX concentrations detected in soil samples from <br /> boring B4 were 1.4 mg/kg toluene(B4-35), 1.5 mg/kg ethylbenzene(B4-40)and 5.96 mg/kg <br /> total xylenes (B440). <br /> • DIPE was detected in four soil samples analyzed from boring B1, with concentrations <br /> ranging between 0.050 mg/kg (B1-10) and 0.28 mg/kg (B1-35). <br /> • TAME was detected in soil samples analyzed from borings B1 and B4, with maximum <br /> concentrations of 2.9 mg/kg(BI-35) and 0.012 mg/kg (B4-45), respectively. <br /> • 1,2 -DCA was detected in soil samples analyzed from borings Bl and B4, with maximum <br /> concentrations of 0.060 mg/kg(B1-40) and 0.075 mg/kg(B4-35),respectively. <br /> No other target analytes were detected at or above laboratory detection limits in any of the soil <br /> samples analyzed. Analytical results of soil samples are summarized on Table 1. The lateral <br /> distribution of total petroleum hydrocarbon-impacted soil is depicted in Figure 4. A geologic <br /> cross-section showing the lithology east across the site utilizing borings B 1 and B3 with TPH-g and <br /> TPH-d analytical soil results is shown in Figure 7. Laboratory reports (CTEL Project No. CT214- <br /> 0806036,-0806014, -0806063 and -0806035), quality assurance/quality control (QA/QC)reports, <br /> and chain-of-custody forms are included in Appendix D. Laboratory electronic deliverable format <br /> (EDF) files were QA/QC checked and uploaded to the State Water Board GeoTracker site; <br /> confirmation numbers are 1739292979, 1509960353, 9018341541, and 3539594352. <br /> Advanced GeoEnvironmental,Inc. <br />