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1 3 r 1 r`J - f .' '3'` -. •'S,• � r -.t v ^~ 3. s �, ,�� Y �,.: <br /> y y y J 1 N, F'•µ <br /> 1$August 1997 <br /> Pioject No':.95 01.14. <br /> Page 2 6f'4 <br /> and volatile halocarbons (chlorinated hydrocarbons) in accordaricewlth EPA methods-503`0/9015m;. <br /> b02.and"601`/8010,'re'spectivel y: <br /> 3.0: .FIN-DINGS at `' �r j R <br /> 3.1. `GROUND'WATER GRADIENT AND DIRECTION'- <br /> The <br /> IRECTION -The average:.relative ground wateir'elevation at'the'site mcreased•'approximately 4 2'feet since the <br /> Decerriber. 1996,sarlpling event..Relative,ground water elevations <br /> are'summarized in'Table' 1'' <br /> Relative Ground Wafer Elevation. <br /> During the June 1997 samMing, the depth to ground water at.the site rangedfrolrl 27.23 to 27.98 feet <br /> below fops of the well�casings. Tlle'scree'ne' d,�intervals for wells MW-1-ard I�,1W-2 lie bet,"eeii-34 <br /> and 54 feet bsg,"and4he screened interval's for wells MW-3R, MW-4-`and MW-5;•Iie between 30 and <br /> 50 feet bsg, thus,ground water'is above the tops of.the screened intervaLin all.five,nionitoring wells. <br /> r <br /> Th&gr ound water elevation data-can be interpreted several ways;but appearsto us t6indicaze ground' <br /> M water flow generally toward monitoring well MW-1 from'the northern and eastern portions of the <br /> property. Ground water appears'.to be,flowing southwestward from the,area of NINV L'The ground' Y.' <br /> water gradient appears to^be steepest from MW=2 flowing northeastward (--0.036 ft/ft);.and less steep <br /> flowing southeastward from the area-between'MW�5 'aiid MW-4 towaid',M1W- <br /> . 1 ,,{�0.OU7 ft/ft). A <br /> giadient toward the, southwest from MW-1 cannot be calculated. <br /> :PETROLEUM HYDROCARBON-IMPACTED GROUND WATER ' <br /> During the June 1997 sampling, TPH=ss was-detected in monitoring-wells-MW-2 and MW-3R,at <br /> concentrations of'470 parts per'billion.(ppb,'reported as micrograms per iter) and 2;800 Pp <br /> respectively. TPH-ss was not detected.in the samples.collected.from MW- ,-.MW-4 or-'A4I .�-5 during <br /> this'sampling event: • 4 <br /> BTE&X compounds.were detected only in the•water sample collected_from monitoring v"611.'MW <br /> 3 "Which contained 5.9 ppb berizerie;4':l ppb toluene;,9.1 ppb.ethylbenzene, and 4A,ppb xylenes. " <br /> M as also quantif ed at 37 pptiby:EPA Method 81020,'however laboratory.comments indicted. <br /> ,that the MTBE would not likely.-b6 detected by EPA method 8260: MTBE was not detected in any <br /> other:of the ground-water samples 'collected. Analytical -iesults•of• ground water-.samples are <br /> w <br /> summarized'in Table'2.,-Analytical Resiulls.ofStoddard and-BTE&XAnalyses. The laboratory:report <br /> U <br /> (MAL Laboratory ID'numbers 77096,-ttirb6gh,77100) 'chain-of_custody'and QA/QC' ieport,acre <br /> Advanced GeoEnvironmental,.Inc. ,;; <br />