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' 31 October 2005 <br /> AGE-NC Project No 03-1080 <br /> Page 3 of 10 <br /> Envirotech, Inc (Apex) residual mass balance calculations are provided in Appendix B <br /> ' During the last ground water monitoring event, conducted in November 199 5mn�rograms per <br /> liter(µg/1) 1,2-DCA and 5 5 µg11 MTBE were detected in monitoring well MW-1 5 �g/l 1,2-DCA <br /> ' and 16 µg11 MTBE were detected in ground water samples collected from monitoring well MW-2, <br /> 610 µg/i TPH-d, 0 72 µg/l toluene, 2 3 µg11 1,2-DCA, and 8 4 µg11 MTBE were detected in well <br /> MW-3, 3 2 µg/1 1,2-DCA and 5 6 µg11 MTBE were detected in ground water samples from <br /> monitoring well MW-4, and 5 1 µg/1 MTBE were detected in well MW-8 Analytical results of <br /> ground water samples collected from April 1992 to November 1997 are included in Appendix A <br /> ' On 29 August 1997, four confirmation soil borings(VB-1 through VB-4)were advanced on-site to <br /> 25 feet bsg Eight soil samples were analyzed, one of the soil samples, taken at 25 feet bsg <br /> (VB-2-25), detected 0 0017 milligrams per kilogram (mg/kg) 1,2-DCA A table summarizing <br /> ' confirmation soil boring analytical results is provided in Appendix C <br /> On 29 December 1998, a no further action letter was issued for the site by the EHD <br /> In a letter dated 31 December 1998 Apex reported that all on-and off-site ground water monitoring <br /> ' . wells MW-1 through MW-9 had been abandoned, and the remediation system and compound <br /> dismantled The approximate locations of former monitoring wells MW-1 through MW-9 and <br /> confirmation borings VB-1 through VB-4 are illustrated on Figure 2 <br /> ' In January 2003,AGE was present at the site during the UST system dispenser and piping excavation <br /> and upgrade activities,performed by Elite IV Contractors,Inc of Stockton,California Soil removed <br /> ' during the excavation was stockpiled on-site for characterization for soil disposal Soil samples were <br /> collected for laboratory analysis from the floor of the fuel dispenser and piping excavations, from <br /> a gravel pile, and from the soil stockpiles The laboratory analysis detected TPH-g and TPH-d, as <br /> well as volatile aromatic compounds ethylbenzene and xylenes in the sample collected from <br /> dispenser D1,TPH-d,toluene,and xylenes were also detected in the D4 sample In addition,the fuel <br /> additives MTBE and tertiary-butyl alcohol (TBA) were detected in the sample collected from soil <br /> ' stockpile 2A-213 The excavated soil was subsequently transported to Forward Landfill for disposal <br /> Analytical results are summarized in Table 1 <br /> ' On 02 and 03 August 2004, three soil probe borings (B 1 through 133)were advanced at the site by <br /> AGE utilizing a van-mounted Geoprobe 5400 direct-push probing unit, total boring depths were <br /> between 35 feet and 40 feet bsg A total of ten soil samples and three grab ground water samples <br /> ' were collected from borings B1 through B3 for laboratory analysis Petroleum hydrocarbons were <br /> detected in soil and ground water samples collected from boring B1, however, according to the <br /> analytical laboratory,the hydrocarbons were remnants of aged or degraded fuel TPH-g-and TPH-d- <br /> ' range hydrocarbons were detected in a soil sample collected from boring B 1 at 15 feet bsg(B1-15), <br /> . at concentrations of 250 mg/kg and 190 mg/kg, respectively, in addition, xylenes were detected in <br /> Advanced GeoEnvironmental,Inc <br />