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EXPLANATION <br /> Groundwater monitoring well <br /> n in feet <br /> 32 10 referenced to Mean <br /> 99 99Groundwater Io Sea Level <br /> Former g9' Groundwater elevation contour, <br /> w/0 Tankdashed where inferred <br /> I mer Former Station 00.49 <br /> W ��3� ` Budding ' <br /> Driveway <br /> y � \ <br /> L6 <br /> 00 <br /> �1 ` , fgroundwater <br /> low direction <br /> MW-4L( Appkximate Extent *MW-4 gradient of 0 01 to 0 02 Ft/Ft <br /> —33 06 <br /> 64 Excavation i —3207 <br /> �• <br /> � � 1 <br /> 1 <br /> r Former <br /> Product <br /> . Island <br /> Driveway <br /> #MW-1 <br /> ` <br /> —3211 <br /> kZ4sr414' <br /> H <br /> Dnvewa` <br /> 0 20 <br /> Source Figure moddied from drawing provided by RRM and Secor Fig Site Plan dated IBJUN2003 kale in Feet <br /> POTENTIOMETRIC MAA FIGURE <br /> JUGETTLER - RYAN INC. Former Chevron Service Station #9-6258 <br /> 6747 Siema CL, sine a 2409 East Main Street at F Street 1 <br /> Dubrm, CA 945M (925) 551-7555 Stockton, California <br /> JOB NUMBER REVIEWED BY DATE REVISED DATE <br /> 386844 April 21 2004 <br /> FILE *91 P Enwro Chevron 1-6258 104--1-6258 DWG I Layout Tatr Pot2 <br />