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1 <br /> Asphalt concrete <br /> N MW 3 <br />' TOC 99 43 <br /> Concrete DTW 42 3 <br /> pad GWE )7 12 <br /> 1 Concrete fueltn2 <br /> truck pad <br />' 57 Ig 57 16 5714 <br />' MW2 <br /> TOC 99 84 \ \ <br /> DTW 42 64 5714 <br /> 1 ,7 , <br /> 57 1 <br /> Groundwater 0 0 <br /> ❑ 00 ❑ Q o <br /> gradient= 0 003 Rift <br /> I^ 5722 57 18 o <br /> �- - ..... --57 2a <br /> 5722 <br /> O <br /> Fill Pump <br /> 0000 <br /> MW t Legend <br /> TOC 99 80 Monitoring Well <br /> DTW 42 57 <br /> GWE 57 23 TOC Top of casing <br /> DTW Depth to water <br /> GWE Groundwater elevation <br /> Note Contour interval =0 02 feet <br /> and groundwater elevations are <br /> relative to an arbitrary datum of <br /> Reference Wallace-Kuhl, and Associates, Inc 100 00 feet <br /> Scale (feet) <br /> Groundwater Contour <br /> o 10 20 And Gradient Map Figure 3 <br /> May 29, 1996 <br /> Pro ect No 3372-001 Stockton Army Aviation Support Facility <br /> Stockton, California Versar, Inc. <br />' k 1337210011fig2 cvs <br />