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r. FFAI 1 f'I u I <br /> 1'8 April'2003 1 f I di I ' <br /> AGE-NC Project No 97-0333 <br /> Page 6 of 11 �11 n ;' ,� ��� I�,ir' . I ' , <br /> 1 3 3 ' LABORATORY ANALYSIS OF GROUNDWATER SAMPLES <br /> ,' I I I F r P , <br /> Each ground water,sample was lagged on a chain-of custody form,placed in a chilled container and, <br /> transported to'a California Departrnent'of Health Services (DHS)-certified laborator0or analysis _'IE'i <br /> I^ <br /> 'r for <br /> • TPH-g and `TPH-d by EPA„ Methods„ 5030/8015 ,andf LUFT/EPA Method 8015B, <br /> respectively, <br /> 1 OF, <br /> Id <br /> • BTEX by EPA Method 8020, and h '' <br /> I I <br /> •1i ;Volatile organic compounds, including PCE, TCE„1,2-DCA, EDB,'MTBE, TAME,DIPE, <br /> ETBE and TBA by EPA Method 8260 Modified a <br /> II` I t I <br /> J .' <br /> I I <br /> 34 FINDINGS N <br /> ' ! r <br /> Ground water[elevation, flow direction and gradient were determined from field data collected on <br /> 10 November 2002, the contaminant impact to ground water was quantified by laboratory analysis , <br /> ' of water samples collected on 10, 11 and 12 November 2002 <br /> IF <br /> 3 4 1' Ground Water Elevationland Gradient <br /> ,I The depths to ground water were measured at between 20 38 feet(MW-11 A)and 22 20 feet(MW-6) <br /> ' below the tops of the well casings on'f10 November 2002, ground water elevations were calculated <br />} <br /> ' to be between 11 05 feet(MW-11D)and 1164 feet(MW-1'0B) above mean sealevel(MSL) (Based <br /> ! on current and previous monitoring data collected from wells MW-1 through MW-6, ground water 1 <br /> 1; U <br /> elevation at the site generally increased an average 0'37 feet between,the `August 2002 and the <br /> Ik i November 2002 ground water monitoring events <br /> E ' 1f � ` !I 1 I 1 J I ion ',,I <br /> C Ground water elevation data collected from multi-level wells MW-11, MW-12 and MW-13 <br /> 'I� 10 November 2002 is depicted on cross section°F--F' (Figure 3) The vertical gradients between 1 <br /> adjacent screen intervals are depicted on cross section F-F', the vertical gradient was'calculatedby <br /> determining the difference between ground water elevations (dh) and dividing by the difference of <br /> the screen interval midpoints(dl) Generally,very slight downward vertical gradients were observed I �� <br /> between the First Zone,Second Zone,Third Zone and Primary Zone screen intervals of westernmost, <br /> well MW-11 Eastward's along cross section F-F', mainly neutral gradients were observed,,at well, <br /> MW-12 and alternating gradients(downward'in the First Zone, upward in Second'Zone, downward <br /> in Third'Zone and neutral or,upwards in the Primary zone) were observed at easternmost well <br /> 'MW-13 <br /> I <br /> 1 IIF <br /> Env <br /> I I <br /> 1 11 I I } 4 I 4dvancedGeoprronmental,Inc <br /> J I rr' , II f ,� I , � ,I III I ' 11 �� ,� , , Ih IIII�� ' , I I t• <br /> r I' <br />