Laserfiche WebLink
i a <br /> a <br /> 10 March 2000 , <br /> AGE-NC Project No 96-0235 <br /> Page 3_of 4 <br /> MW=6A,MW-7, MW-8A and MW-10 and was approximately 12 6 feet above the screened interval <br />' in MW-3, comprising the shallow water data set Figure 3 Illustrates the ground water elevations <br /> based on the two data sets Ground water flow direction was calculated to be toward the southwest <br /> using data from wells screened within the lower interval-Ground water elevations, based upon data ' <br />' from the shallow wells indicate a flow toward the north and east <br />' 32 ANALYTICAL RESULTS OF WATER SAMPLES <br />' TPH-g was detected in the samples collected from MW-1, MW-2, MW-6B, MW-8B, MW-9 and ; <br /> MW-10 at concentrations as high as 18,000 parts per billion(ppb, reported as micrograms per liter) <br /> TPH-d was'-detected in 10 of the 12 wells at concentrations as high as 110,000 ppb BTEX <br />' compounds were detected in seven wells at concentrations as high as 2,000 ppb, 1,500 ppb, 620 ppb <br /> and 2,800 ppb, respectively Petroleum hydrocarbons were not detected in the samples collected <br /> from MW-4 and MW-6A during the January 2000 monitonng'event BTEX were not detected in the <br />' sample collected from MW-5, MW-7 and MW-8A Low concentrations of hydrocarbons were <br /> detected in five wells where hydrocarbons were not detected during the previous monitoring event <br /> Y <br />' MTBE was detected in the water samples collected from MW-9 and MW-10 at concentrations of <br /> 130 ppb and 17 ppb, respectively Other oxygenates were not detected during the January 2000 <br />' monitoring event Analytical results of water samples collected In January 2000 are summarized on <br /> Table 2, analytical results of all historical water samples collected at the site are summarized on <br /> Tables 3 and 4 The laboratory report (MAI Sample Nos 29625-29636), chain-of-custody forms and <br /> the laboratory QA/QC report are included in Appendix B <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> Based on the data collected from the former UST No 3 area, AGE finds <br /> I • Ground water in MW-1, MW-2, MW-613 and MW-813 does not appear to be in direct <br /> 4hydraulic communication with the ground-water,in MW-4, MW-5;MW-6A, MW-7 and F LL <br /> I MW-8A Monitoring well MW-3, screened from 30 to 55 feet bsg may be in hydraulic <br /> communication with all wells at the site <br /> • Ground water flow within the lower monitored interval was toward the southwest, ground <br />' water flow in the upper interval was toward the north and east <br /> • Thegreatest concentrations of hydrocarbons in ground water were detected in wells MW-I <br />' and IMW-2 Impacted deeper ground water appears to be centered in the area near MW-2 and <br /> . -MW-1 <br /> Advanced GeoEnvironmental,Inc <br /> i <br /> I4 i <br />