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EXPLANATION <br /> — — — — — — — — — — — ♦ Groundwater monitoring well <br /> ��3 } MWS <br /> -32.10 99.99 Groundwater elevation in feet <br /> referenced to Mean Sea Level <br /> Former g9' Groundwater elevation contour, <br /> Former Station .99 <br /> w/0 Tank x. dashed where inferred <br /> Building ; <br /> � Driveway �y�J` �: :\� •' /. � , <br /> )16 <br /> 1 .00 <br /> J� Approximate groundwater <br /> Applb <br /> 11 flow direction at a <br /> ♦ <br /> MW- ximote Extent MWA gradient of 0.01 to 0.02 RJR <br /> -33.06 ;�._ � ` o�Excavation -32.0 ' <br /> 7 j <br /> Former <br /> Product <br /> Island <br /> Driveway <br /> ` ♦MW-1 <br /> -32.11 <br /> Drivew` <br /> a 20 <br /> Source: Figure modified from drawing provided by RRM and Secor, F19.2, Site Plan dated 18JUN2003 Scale in Feet <br /> POTENTIOMETRIC MAP FMW <br /> GE T T L ER - RYAN INC. Former Chevron Service Station #9-6258 <br /> 6747 Sm Ct• Stade 1 2409 East Main Street at F Street <br /> Dub' CA 9M (90) 551-7' Stockton, California <br /> JOB NUMBM REVIEWED BY DATE REVISED DATE <br /> 386844 April 21, 2004 <br /> FILEµWE• P\Ermro\Chevron\9 6258 004-9 625B.DWG I Layout Tab. Pott <br />