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ir_ '' ,au . n•v. � 'fl , li r,_ d- j F rF " i,+ � 1 {. -L{- `F;l' iFII In. <br /> I ul1d.,nr, <br /> _I L.•v +;4 , } r t z 4 A I t ,. - sr 1. •, _ , , `, 4, i. , <br /> r,i T 1 Y n`n ..r r G � r '7C.k� 4'f t S�, ,s y, , ��J�• <br /> .' b { s{i, , :,. ,. r sr.. ,r�'{. { .r{ }�+�s � ,'` i r I,N ,�F � �' 's � � {. Il f 4 FI•, <br /> '..03..October 200Q`l- <br /> `Project No.;95-0114 X rr,, +• ,' ,v m { ,! s r{ n <br /> age 2 of <br /> ,.�, i 'e, ., - - •` i � t ti. I" r rttt "i e�,: `FI i. i 3 'il.; <br /> ' _ EPA approved-VOA.vials containing 0:5 mI of hydroc_hloric acid (18%0) as a sample preservative,. <br /> and were labeled: The samples were.transported in a chilled container under+chain=of custody to <br /> t _ <br /> {4- McCampbell-Analytical Inc. (MCAT)'a.State of'Califomia Department of Health Services (DHS),: K <br /> certified'lab"oratory(#1644): Samples•r ere analyzed in.accordance with <br /> piTS <br /> j 7 <br /> ' EPA Method 8015'M6difiedfor TPH ss '. •"� <br />•' `: EPA Method 8020 for BTEX and <br /> .EPA Method 8010'fbt-HVDCs.." <br /> ' 3.0. FINDINGS ' <br /> Ground watei` flow direction and gradient. were calculated from-the.field=.data. The current , <br /> disti`ibution of dissolved ,petroleum hydrocarbons and dissolved chlorinated hydrocarbons were" •• <br /> assessed from laboratory analytical results of the ground water samples.. <br /> .3:1. GROUND WATER GRADIENT AND,DIRECTION <br /> ' The groundwater elevations were calcuIated.by subtracting-the measured depth to,ground water.frorrl:• <br /> the surveyed casing elevations(Table 1). Groundwater elevations were plotted and'contoured on. <br /> a scaled site map. <br /> The average ground water elevation at the site increased approximately 2.56 feet between the January.. <br /> 2000 and June 2000 sampling events. Durin, 'h'e June 2000 ground water.monitoring,event, the, <br /> ' depth'to'ground water at the site ranged.from 19;49'.to•20.55 feet below tops of the-well casings <br /> Tlie'ground water;gradient and flow direction were variable across the'site .during~the June 2000; <br /> monitoring event: Ground water,`flow direction varied from northeast to soutlieast the greatest' <br /> 'gradienit was app roximately,`.0:01 generally toward southeast from well MW-1: <br /> r , <br /> Ground water elevation data are summarized in Table 1. The relative ground water elevation for.the s' <br /> ;,June 2000ground water monitoring event is,depicted.in Figure 3. ° <br /> ' Wells MWA and'MW-2 are screened between 34 and'54 feet bsg;'wells MW-3R, MW;4�and•MW 5 :• . n„ <br /> ` :are screened'between'.30 and,50 feet bsg; wells MW-6 and MW-`7 are screened between 25',and 45d <br /> feet bsg Ground water.is more than 11 feet above the,tops of the screene'd�intervals'of wells MW1 <br /> ' and MW-2, 7 feet above theaops'of the screened intervals of wells MW=3R' 9 <br /> MW-4�and MW-5 and <br /> Adwmed GihEnvironmental Inc LL <br /> Iy - .. � ,. ._ 'j ',. sty. .• * � � r, , <br />