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EXPLANATION <br /> — — -- — — — — — — — — — Groundwater monitoring well <br /> t 33.36 99.99 Groundwater elevation in feet <br /> referenced to Mean Sea Level <br /> W%p Tank �g9`jg� Groundwater elevation contour, <br /> W I / er Former 5katton dashed where inferred <br /> Sls 7 "o Building <br /> Driveway <br /> LL <br /> # —33.39 Approximate groundwater <br /> MW-2 L/ ♦Approximo Extent MW-4 flow direction at a <br /> —33.38 .• �veovation gradient of O,OD} to 0.003 Ft/Ft. <br /> 40)-' I <br /> Former <br /> Product <br /> -PIs <br /> lan <br /> Driveway d <br /> eway <br /> ` -33.42 — <br /> `{ • <br /> ` _ MW-4 <br /> ` -33.44 <br /> N <br /> �ST Mqi <br /> N STREET <br /> Driveway <br /> �N <br /> 0 20 <br /> Source: Figure modified from drawing provided by RRM and Secor, Fig.2, Site Plan dated IBJUN2003 Seale in Feet <br /> POTENTIOMETRIC MAP f1GURE <br /> JUGETTLER - 1'1 p rw N INC. <br /> NC. Former Chevron Service Station #9-6258 <br /> 6747 Swm a, Supe J 2409 East Main Street at F Street <br /> Dub&"' CA t (925) 551-7555 Stockton, California <br /> JQ8 NUURF ' REVIEWED 6y DATEREVISED DATE <br /> _.._._ .. .,.: : .. �.�':. _..��_ Jul `2i '° 2004 . -- <br /> _ W ...... ,: _ ... <br /> FILE NAME: P:." Chevron 9-6258 Q04-9-6258.DWG I Layout Tob: Pot3 <br />