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r - <br /> r05 October 2006 <br /> • AGE-NC-99-0570 <br />' Page 2 of 4 <br /> 2 2 COLLECTION AND ANALYSIS OF GROUND WATER SAMPLES <br /> r Ground water samples were collected from wells MW-1 through MW-5 using dedicated,disposable <br /> p g <br /> bailers Upon retrieval, the samples were Immediately transferred into three 40-milliliter (m1) <br />' Environmental Protection Agency (EPA)-approved volatile organic analysis (VOA) vials without <br /> a sample preservative, and into one 1-liter amber bottle without preservative <br />' At the request of the EHD,a ground water sample from the on-site domestic well (DW-1, Figure 2) <br /> was also collected and analyzed To ensure that formation water was being produced, water was <br /> allowed to run out of the well for approximately 20 minutes, long enough to automatically turn on <br /> the well pump Ground water was poured directly into the 40-m1 VOA vials and a 1-liter amber <br /> bottle from a valve at the well head <br /> All samples were properly labeled, stored in a chilled container, and transported under chain of <br /> custody to Cal Tech Environmental Laboratories (CTEL), a California Department of Health <br /> Services(DHS)-certified laboratory in Paramount,California Ground water samples were analyzed <br /> for the following constituents <br />' Total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g and TPH-d, <br /> respectively) in accordance with EPA Method 8015M, and <br /> • Benzene,toluene, ethylbenzene, and total xylenes (BTEX) and oxygenated compounds di- <br /> isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), methyl tertiary-butyl ether <br /> (MTBE), tertiary-amyl methyl ether (TAME), tertiary-butyl alcohol (TBA), 1,2- <br />' dibromoethane(EDB),and 1,2-dichloroethane(1,2-DCA) in accordance with EPA Method <br /> 8260B <br /> Ile <br /> 1 - <br /> 3.0. FINDINGS <br />' Ground water elevation, flow direction, and gradient were determined from field data collected on <br /> 08 May 2006 Hydrocarbon impact to ground water was assessed by laboratory analysis of the <br />' ground water samples <br />' 3 1 GROUND WATER ELEVATION AND GRADIENT <br /> Depths to ground water ranged from 8 65 feet below the top of the well casing(btoc)in well MW-3 <br /> to 10 14 feet btoc In well MW-5 The relative ground water elevation ranged from 2 92 feet below <br /> mean seal level(MSL)in well MW-3 to 5 82 feet below MSL in well MW-5 During this monitoring <br /> . event, the top of the ground water table occurred within the screened intervals of the wells IU <br /> yn _ I z -3,--q -- 0/t/ 4 "-1 <br /> AdJneed GeoEnvnronmental,Inc 5e r94� <br /> l <br /> b-ab <br />