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CHANNEL STREET <br /> 5259 <br /> 5713 <br /> Sidewalk RW-1 53 <br /> 10 <br /> VEW-3 1 ��. 55 0 <br /> ` Mb6 0 <br /> I -- - - -1 <br /> ; Con to Pad : MW-4 <br /> VEW- 560 5636 <br /> 2� ; <br /> ' Former MW-3 <br /> 56652 <br /> 6006 i Tank ____ <br /> Excavatio o 54 63 55 0 <br /> MWru <br /> 5 i o VEW-1 u' iF�— <br /> � — — — - - — - C pY I [n <br /> MW-1 ! <br /> l 1 ------I-----, Y g <br /> 5734 ! l a p `n 00 <br /> 32 <br /> Waste Building VEW-4 ; <br /> Oil Tank' <br /> W <br /> i <br /> Access Hatch <br /> — — — — —/, <br /> Channel Bulkhead , <br /> (Below) <br /> i� <br /> ii <br /> It <br /> it <br /> Concrete Deck Parking Area <br /> LEGEND <br /> Monitoring Well <br /> Recovery Well <br /> Vapor Extraction Well <br /> Potentiometric Surface Contour Lines <br /> (Dashed Where Inferred) NOTES <br /> 5�7 13 Groundwater Elevation In Feet Site Sketch After <br /> RESNA Site Map <br /> Estimated Direction of Groundwater Flow <br /> All Locations Are Approximate <br /> Hydraulic Gradient-0 06 ft/ft 0 30 60 <br /> Contour Interval- 1 0 ft Approximate Scale In Feet <br /> � <br /> 0� u <br /> POTENTIOMETRIC SURFACE MAP FIGURE <br /> November 2-2, 1993 4 <br /> LINCII INC <br /> DMWNBY D Hada DATE July 1 im C M Weber Enterprises Property <br /> mbar J Paradis DATE December 29,19M 141 North El Dorado Street PROACTNUMBER <br /> REVIEWED BY BATE Stockton,CA 93-011 <br />