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t <br /> HP2 <br /> Sidewalk Sidewalk <br /> MW71 <br /> N/A <br /> West Fremont Street <br /> MW5 Storm Drain <br /> GWE:-7.43' utPility <br /> High voltage line <br /> ---------' 5 ..........................-- - - •- - - _._._._._.1.-.-.-.-------------------._. .-.--.. -- <br /> ` Sidewalk Sidewalk <br /> Water <br /> Ampprr�a�n rotective i meter <br /> _STN-ices building i i <br /> s" " KEY: <br /> MW8.i <br /> Treatment N/Ai i <br /> `losure i Ground water monitoring well <br /> A/C avement <br /> ` <br /> GWE:-7.16'VEW3 �� Former = Hydropunch <br /> ` M`4� � !i dispensing = Vapor Extraction/Air Sparging Wells <br /> **44, i i island <br /> VEW2/A VE <br /> Wii MW3+ �= Groundwater flow direction <br /> *411% AS2 ASIA GWE:-7.22' <br /> Concrete Groundwater elevation contours (08/20/2003) <br /> GWE:-7.15'i iiManhole <br /> -6 � i i ii �— cover Chase <br /> 'St. drain Storm M i Chevrolet <br /> Drain Property <br /> 0 ___ Overhead <br /> Excavation --h ! i i Utility <br /> Boundary I __-- #,` lines 4-1 <br /> 4' Canopy overhang ` I 'ii Q <br /> 17' clearance�� <br /> Covered Loading Dock !I i`GWE:-7.20' - <br /> Concrete ` NOTES: <br /> 4' 5" high ! i i � � (n <br /> MW6 ` ` 1. Site Plan adapted from field drawing. <br /> GWE:-6.59' Former i <br /> Storm 0,000-gallon ` 2. Well locations and elevations surveyed <br /> Drain deIr t .nd <br /> Nel tank A/C pavemenby Siegfried Engineering. <br /> t` <br /> ��i i � <br /> m <br /> Crystal Creamery !� <br /> Warehouse <br /> /Utility > <br /> pole <br /> SMW2 0 20 40 <br /> Scale in Feet <br /> GROUNDWATER ELEVATION CONTOURS <br /> Drawn By: PVT WKA NO: 1628.10 <br /> 404 West Fremont Street <br /> WALLACE•KUHL&ASSOCIATES,INC. Checked By: MAT PLATE NO: 2 <br /> GEOTECHNICAL ENGINEERING Stockton, California <br /> GEOLOGIC&ENVIRONMENTAL SERVICES <br />