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riff, <br /> PROPOSED AREA FOR <br /> S CONFORMATION GROUND WATER FFiGURE 4J <br /> MONITORING WELL MW4. 02-08-93 <br /> 11TH STREET <br /> TANKS AND FILL PLACEMENT -1-88 <br /> FSE <br /> HYDRANT MW-1 <br /> 313.2' <br /> B(ISTING <br /> Y <br /> I u n k <br /> MW-3 <br /> 0 38.25' <br /> I u s I l a n k <br /> 9 <br /> H oust tank 38. 4' <br /> S <br /> 7 <br /> R <br /> E <br /> E <br /> T <br /> GROUNDFLOWDPEGnON <br /> WATER <br /> 38.6' <br /> DUSTING 4 <br /> BUILDING <br /> WEGE <br /> DATUM MW-2 <br /> ® 38.80' <br /> p' S' 11J 20' 4 0' <br /> HORIZONTAL SCALE 1 : 240 1- - 20' <br /> NO .T1i <br /> r�� <br /> URFACE WATER GRADIENT <br /> DESERT PETROLEUM � 38 70, 0WATER GRADIENT <br /> 0?p ABOVE <br /> SERVICE STATION #787 MEAN SEA LEVEL. <br /> 950 11 th Street, Tracy, CA. <br /> Sart Joaquin, County <br /> Sec 29; T25; R5E; MDB&M <br /> BY wcaT '^r°-t <br /> WESTERN GEO-ENGINEERS <br /> George L. Converse <br /> FOR <br /> WALTON ENGINEERING JQ8#88-2309 <br /> WEGE DATUM <br /> approximate location 01 <br /> ur <br /> Groundwater meatamenls Obtained 2'0-93 S loot Contour from <br /> Iasi wafer removed Irom monitor wells prior to 60'south of fire hydrant, <br /> measurement was 2 112 gallons per wall 5-23-90, <br />