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1 ;, H t -r•y t „I. - 1� ` r, - L � 1iP, i C .'k o ,, wyl�q!N '3—�1 , r !- e�sl Y1 i, }._ I ','d yl 1 <br /> � ``t1 /, a, I Jj h , it { I4 <br /> ., <br /> ,1111 x ,''r.,��. 7 ,Ir} • ,A - 1 Lr M I. �. s'. a .,. I .I !,I, ,"k ,h.t 1 1`"f W_, <br /> y�I 'I j� K 1 1 r ; • .•. SI y 11 f I ! -t ` <br /> it�f�lti, t, Ih 11� -.'I'� `E "! -��` S L v•' 1 I t i ,, .,.1 >°! � ' f a ! i 1 � , <br /> "' � jj1. , <br /> 31:5 <br /> ,� �f rPY'a, <br /> •4 y ' I J ILS f <br /> Ax" l 1 ,AGE-NC-ProjectNo '981.05. 04 r ,I �� <br /> Page-2 of4 �> <br /> transportation under chain of custody to Cal Tech Environmental Laboratories(CTEL),a California:. 4 <br /> 1 � <br /> Departlrlerit ofHealth"IServices{DHS}-certified analytical 1'aboratory in Paramount;California:The <br /> r, samples were analyzed for: <br /> fl+ <br /> Total `petroleum hydrocarbons quantified as gasoline, (TPH-g) in accordance 'with EPA <br /> h <br /> Method 801 5.:Modified; and <br /> ' Benzene, toluene, ethylbenzene, and total xylenes (BTEX) an&fuelladditives di Isopropyl <br /> ether.(DIPE),ethyl tertiary-butyl ether(ETBE);methyl tertiary-butyl ether(MTBE);tertiary- t. <br /> ' amyl-methyl ether{TAME),tertiary-butyl alcohol{TBA), 1,2-dichloroethane(1;2'-DCA),and <br /> J. : 1,2.-,2-dibromoethane (EDB) in accordance with,EPA Method 8260B: . `I <br /> ' 3.0. FINDINGS.,If <br /> Ground water elevations, flow direction;and gradient'were determined from field data,collected on. <br /> '. .. w r was quantified b laborato 'anal sis. <br /> . ; <br /> 25'November The contaminant impact to ground ate q y ry, y <br /> of the ground water samples. <br /> 3.1. GROUND"WATER'GRADIENT AND FLOW DIRECTION , ; <br /> At the time of the November-2005 sampling event,depths to ground water at the site ranged,from <br /> 29.04 feet(MW-3)to 29.47 feet(MW-1•)below the tops ofthe well casings.Groundwater elevation-; <br /> at.the site averaged approximately 20.54 feet below'mear sea level (MSL-), indicating an average . <br /> decrease in ground-water elevation of 2:3 8 feet since the rlast monitoring event in September 2005. <br /> Ground water elevation data is included in Table'�1. <br /> ' Ground-water' flow direction was calculated from the,well,elevation.data. The ground water was <br /> inferred to be .flowing• toward the. southwest under a hydraulic. gradient of approximately . <br /> 0.01'foot/f6ot (ft/ft); .Figure 3 illustates the contoured ground water elevations''as„inasured on . : f `. <br /> 25 November 2005: : L <br /> 3.2. ANALYTICAL RESULTS OF UROUND WATER SAMPLES <br /> TPH-g and.'MTBE were detected in the ground water sample. collected from;well MW-1 .at <br /> concentrations of 300 micrograms per liter(µg/1)and 330µg/l,respectively.However,the laboratory <br /> noted that the detection ofTPH-g is mostly due to'the MTBE concentration.Figure 4 illustrates the <br /> estimated extent'of dissolved MTBE contamination-at the site. : <br /> 4. <br /> Advanced GioEnivironinemtal,Inc. <br />