Laserfiche WebLink
I <br /> 0 <br /> Asphalt MW 3 <br /> N Composition TOC 99 43 <br /> Concrete DTW 42 35 <br /> pad GWE 56 88 <br /> 0 Concrete fueling <br /> truck pad <br /> 5693 <br /> � 5b 90 <br /> FDTW <br /> 99 80 <br /> 42 87 Groundwater <br /> gradient = 0 002 ft/ft <br /> .931 1— — 56.90 0 o 0 o o � <br /> 2 existing <br /> 20,000-gallon <br /> partially buried <br /> — — <br /> — — —__ USTs (JP-4) <br /> 5693 0 <br /> Fill P <br /> poop V <br /> MW! Legend <br /> TOC 9980 Monitoring Well <br /> DTW 42 87 <br /> GWE 5693 TOC Top of casing <br /> DTW Depth to water <br /> G WE Groundwater elevation <br /> Note Contour interval = 0 03 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) Groundwater Contour <br /> And Gradient Map Figure 3 <br /> 0 10 20 December 31, 1996 <br /> Stockton Army Aviation Support Facility <br /> Project No 3372-001 Versar, Inc. <br /> Stockton, California <br /> k\3372\001V1&3 cvs <br />