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1 - <br />' 30 June 2003 <br /> AGE-NC Project No 98-0433 <br />' Page 3 of 4 <br />' The ground water elevation in wells MW-6 Increased 0 63 feet since the previous monitoring event, <br /> somewhat due to the free phase product Depth to ground water and calculated elevation date are <br /> presented In Table 1 <br />' Ground water flow direction and gradient were calculated from the May 2003 gauging data Ground <br /> water flow was Inferred to be toward the northwest at wel1SMW�l, - s <br /> figure 3) �MW-1) -2 3 �1�1 9 '9 r ` 0-p 00, v��sl°y <br /> 32 ANALYTICAL RESULTS OF GROUND WATER SAMPLES Cynn 9 , <br /> TPH-g was detected In the ground water samples collected from MW-1 MW-2,MW-6 and MW'All <br />' at concentrations ranging from micrograms per liter 1,700(�Ig/l) (MW-36to 180,000 EIg/1 (MW-1) <br /> TPH-d was detected In the ground water samples collected from wells MW-1 and MW-6 at <br />' concentrations of 250 milligram per liter (mg/1) and 7 6 mg/l, respectively <br /> One or more BTEX compound were detected In samples MW-1,-#A*A-20and MW-6, the maximum, <br /> lie <br /> concentrations were 270µg/1 benzene(MW-1),3 80 p,g/1 ethylbenzene(MW-1)and 790 ug/l xylenes <br /> (MW-1) MTBE was detected by EPA method 8260 In samples MW-1, MW-8 and MW-9 at <br /> concentrations of 1,100 gg/l, 49 }Ig/1 and 3,000 gg/l, respectively TAME were detected in sample <br />' MW-9 at 33 gg/l Target analytes were not detected at or above laboratory reporting limits In the <br /> water sample collected from the domestic well (DW-1) on-site <br />' Analytical results from ground water samples are summarized In Table 2 The laboratory report <br /> (CalTech ID CT214-0305086),quality assurance and qualltycontrol(QA/QC)and chain-of-custody <br /> are Included In Appendix B The distribution of dissolved hydrocarbons Is depicted in Figure 4 <br />' 4.0. SUMMARY AND CONCLUSIONS <br /> Based upon the data collected during the May 2003 monitoring event, AGE concludes <br />' Ground water at the site was encountered at approximately 23 to 25 feet below the casing <br /> tops The prevailing ground water flow direction from the former UST area was generally <br /> AV� toward the northwest at a gradient of 0 004 ft/ft <br />' �� • The highest concentration of TPH-g was In the area of monitoring wells MW-1 located <br /> adjacent to the former UST area and' well <br /> y�MW-6,In which free phase product was observed TPH-g concentrations m ground water deA{'4' m the samples from well MW-1, and the <br /> TPH-diesel concentrations decreased In wells on the site (Figure 4) TPH concentrations In <br /> • ground water decreased drastically In the sample collected from well MW-6 over the quarter <br /> Advanced GeoEnvironmental,Inc <br />