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0 <br /> A� <br /> W-4 <br /> N EXPLANATION -2.75 <br /> 1 + MONIITORING WELL <br /> SCALE (ft) -2.73 GROUNDWATER ELEVATION (FT, MSL) <br /> _2.80 GROUNDWATER ELEVATION CONTOUR (FT, MSL) <br /> 0 80 APPROXIMATE GROUNDWATER FLOW DIRECTION; SOUTH HUTCHIN STREET O <br /> APPROXIMATE GRADIENT = 0.002 CV <br /> PLANTER <br /> _ PLANTER <br /> 7PLANT <br /> +IMw-2 <br /> II -2.83 <br /> LLJ F <br /> z ilk <br /> SANDWICH MW2.73 <br /> w SHOP I EXCA TION <br /> Q OF F RIMER <br /> _ I U s <br /> F��¢ED GR O <br /> a 3fEYEk E.KACIK OCA (% PLANTER — +M-2.81 1 <br /> w <br /> Nt ;S <br /> 0 <br /> R.I. HS-VILA-IoAeq <br /> Benemoo from Cexon <br /> PREPARED BY <br /> FIGURE: <br /> Former Texaco Service Station ER ELEVATION CONTOUR MAP, 2 <br /> 305 South Hutchins Street GROUNDWATER VPVMLodi, Californio OCTOBER 7, 1998 PROJECT: <br /> engineering contracting firm DAC04 <br />