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J <br /> z <br /> C.E. SWIFT ROOFING <br /> COMPANY <br /> co <br /> O OFFICE d <br /> � M ,L <br /> ACCENT <br /> PAPER <br /> CO. <br /> M -3 <br /> Groundw ter Flow I <br /> ` / Direc <br /> \V <br /> 1950 W. FREMONT STREET (Inferred from Nearby Sites) <br /> I <br /> I <br /> CD <br /> � I <br /> C) PARKING <br /> N LOT <br /> U <br /> p I <br /> O I <br /> N <br /> I <br /> I1 <br /> C, J <br /> MELBOURNE COURT <br /> Q — — <br /> cx <br /> U <br /> N <br /> v- <br /> v- <br /> Q <br /> L <br /> O <br /> U <br /> U) <br /> Q EXPLANATION <br /> 0 ----- PROPERTY LINE <br /> E tom;. APPROXIMATE EXTENT OF IMPACTED GROUNDWATER <br /> WITH NICKEL, METHYL TERT-BUTYL ETHER(MTBE) <br /> AND/OR N-NITROSODIMETHYAMINE(NDMA)EXCEEDING <br /> O .'a",• CALIFORNIA MCLs(OR CALIFORNIA NOTIFICATION <br /> rn Z LEVELS).BASED ON JANUARY 2005/AUGUST 2006 DATA. 0 80 <br /> 0 +ro PROPOSED GROUNDWATER MONITORING WELL LOCATION -- <br /> APPROXIMATE SCALE <br /> IN FEET <br /> 0 <br /> v <br /> APPROXIMATE EXTENT OF IMPACTED <br /> GROUNDWATER <br /> L E A R T H T E C H 1950 W. FREMONT STREET <br /> 3 STOCKTON, CALIFORNIA <br /> _; FEBRUARY 2008 . 102790 <br />