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• A S S O C I A T E S I N C <br /> extraction/air sparge system at the site is not warranted However, Mr Knoll also indicated that <br /> either long term monitoring or another alternative would be required prior to the site being <br /> considered for closure ATC discussed the possibility of performing a long-term groundwater <br /> extraction test at the site, to which Mr Knoll agreed The workplan for performing a <br /> groundwater extraction pump test at the site was submitted on March 1, 2001 <br /> SAMPLING ACTIVITIES <br /> On March 29, 2001, ATC Associates personnel collected groundwater samples from monitoring <br /> wells MW-2, MW-3, MW-4, MW-5, and MW-6 The locations of the monitoring wells are <br /> shown on Figure 2 Prior to collection of groundwater samples, the depth to water, pH, electrical <br /> conductivity, and temperature were measured in the monitoring wells and recorded A minimum <br /> of three well casing volumes was purged from each well prior to sampling The wells were <br /> allowed to recover and samples were collected from each well using disposable bailers A <br /> sample was also collected from the Thornton Municipal Supply Well <br /> The groundwater samples collected from each well were submitted to State-certified Argon <br /> Laboratories (FLAP Cert No 2359) for chemical analysis of total petroleum hydrocarbons as <br /> gasoline (TPH-g) utilizing EPA method 8015 modified, benzene, toluene, ethylbenzene, xylenes <br /> . (BTEX), and methyl tert butyl ether (MTBE) utilizing EPA method 8020 Groundwater <br /> monitoring well purge and sample logs are contained in Attachment 1 <br /> ANALYTICAL RESULTS <br /> Laboratory analyses results detected TPHg at monitoring well MW-4 at a concentration of 3,400 <br /> pg/L At monitoring well MW-4 benzene was detected at a concentration of 10 µg/L, toluene <br /> was detected at a concentration of 8 4 pg/L, ethylbenzene was detected at a concentration of 65 <br /> pg/L, xylenes were detected at a concentration of 23 pg/L, and MTBE was detected at a <br /> concentration of 21 gg/L However, MTBE was analyzed for at monitoring well MW-4 by EPA <br /> Method 8260 and was not detected above laboratory reporting limits Benzene, ethylbenzene, <br /> toluene, xylenes, MTBE, and TPHg were not detected above the laboratory-reporting limit at <br /> monitoring wells MW-2, MW-3, MW-5, MW-6, and the Municipal Supply Well The California <br /> Primary Maximum Contaminant Levels (MCLs) for Benzene and MTBE of 1 pg/L and 13 pg/L <br /> respectively, were exceeded at monitoring well MW-4 <br /> GROUNDWATER FLOW DIRECTION <br /> Water level measurements were collected from monitoring wells MWA, MW-2, MW-3, MW-4, <br /> MW-5, and MW-6 on March 29, 2001 Water level elevations ranged from 0 23 feet above <br /> mean sea level to 0 10 feet above mean sea level, representing an increase in the water table <br /> elevation of approximately 0 99 feet since December 2000 The water level elevations were used <br /> to develop the groundwater contour map (Figure 2) Assuming that horizontal isotropic <br /> • conditions prevail, groundwater in the uppermost aquifer beneath the site generally flows in a <br /> westerly direction There is some mounding present in the vicinity of monitoring well MW-3 <br /> w 1Wordpro1625821Quardy\1QR-2001 doc 4 <br />