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' F_ Fence <br /> Dirt L (,ravel <br /> Equipment Storage O <br /> EgwpMent <br /> Storage <br /> Propane Tank <br /> ' IConcrete Drive■ay <br /> -10 98 <br /> 1 I <br /> MW-2 <br /> MW-l0 umpnent Storage <br /> -1010 Groundwater Gradient <br /> m N70-E 00 002 fVff <br /> y Covered 1035 <br /> L. <br /> W-6 <br /> sston Shop <br /> r Former I -1060 MV-3 <br /> Dd s e o°c UST s <br /> Stora r <br /> ' MW-8 <br /> -1+ 7 -1035MW-9 +-1052 <br /> 0 MW-4 <br /> MW-109 <br /> I -1031 <br /> MW-5 <br /> IPressure <br /> 111 y� ❑ asher <br /> ' a <br /> I a <br /> iw <br /> L r I 1Q3 <br /> V O <br /> d C <br /> o v + M <br /> -1034 <br /> Co ete Sho Concrete <br /> Dave. Dr vewoy a <br /> ir <br /> 4 <br /> I <br /> Covered lincli?peOffice 1145 Wnale Tg <br /> Char r Voy <br /> ' <br /> -966 gwpnent <br /> + oroge <br /> MW-7 m ',o n ❑ �o I �O,m, �4J <br /> Pole <br /> Barn <br />' Parking <br /> CuJver t <br /> en O'tch <br /> Culvert <br />' W,,t Charter Way <br /> tFig 2• Site Gradient Soil Boring �eoend <br /> Map Monitoring Well Contour Interval = 01 <br /> March 18, 2003 Groundwater Gradient Calculated Utdizmg <br /> J M. Equipment ED Computer Generated Contours <br /> 1245 W Charter Way Dram -871 Groundwater Elevation (feet msl) 94 <br /> Stockton, CA 0 50' <br /> Cat Tech=sInc 4/30103 ++', Asphalt Sand & Gravel I I <br /> SCALE <br />