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f <br /> SECOND STREET <br /> I <br /> ' D BUILDING <br /> I ' MW_A <br /> y+ -4!� I LEGEND <br /> ` -32 53 <br /> Monitoring Well <br /> -3235 Groundwater Elevation in Feet <br /> / ' I 0 Vapor Extraction Well <br /> ! - - <br /> MW-1 <br /> MW-2 � • Sod Boring <br /> � + -32 35 <br /> -32 43 � � (Dashed Where Inferred) <br /> ontour Line <br /> Former II <br /> O Dispenser O f o Estimated Direction of Groundwater Flow <br /> Islands '111 MW-7 <br /> M ZSS- 1 ° � b � b � b MW-5 � ` -3264 <br /> M ! O I 'SEW-1 ' , ' For <br /> r -32 39 ' ` POST Hydraulic Gradient-�0 004 ft/ft <br /> & 1 PF., �2 OFFICE Contour Interval=0 15 ft <br /> (n I i ' I ' i ' Unlaaaetl W <br /> 7 / �- , � � , N 11J as BUILDING <br /> SB-2 cc <br /> m l �VEW-2 I in <br /> y � <br /> MW-!3i\ Q i <br /> Concrete <br /> } <br /> 3272 Block Wall -j <br /> A <br /> E NOTES <br /> - MW-6 w = <br /> Site Map After Monitoring Well Exhibita Proposed Remediation By Tom O Morrow, Inc <br /> -3244 0 (12/91) <br /> Equipment Enclosure <br /> IAll Locations Are Approximate <br /> 13 p01 ,?�9& <br /> 6193, E T080 Wft�p0 0 30 60 <br /> } Approximate Scale in Feet <br /> Previous Groundwater Gradients, <br /> I Dates, and Magnitudes <br /> °` WN-0 Hasa POTENTIOMETRIC SURFACE MAP FIGURE <br /> 0 oo-� 00 0 ooi~ taR� �►� November �6, 1994 <br /> X93 1L�� 3/93 ® DommW 3 1934 <br /> cn 9v' ® 'E"SWa" Former Exxon Station AAS#7-0137 <br /> �► 1605 South EI Dorado Street <br /> - - DATE Stockton, CA <br /> - "'— 93-47-1044 <br />