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DI� vel <br /> SUl B't <br /> 4ropone +ank + <br /> \ Concrete DrNeeay <br /> \ \ + + + + -12 43' <br /> \ + + MW_2 <br /> -4- <br /> \ MW-10 Equlpnent Storage <br /> e \ Groundwater Gradient <br /> ' Covered + 1?30' N41'E O 0 002 ft/ft <br /> \ Hes on Shop <br /> ' \\ MW-3 <br /> ase UST's r -12 51' <br /> St 12 Oil <br /> \\\ ® W 41' -12 237 W M+-812 44' <br /> ' \ \ +MW-109 <br /> MW-5 Pressure I <br /> VaAher I <br /> ` + MW-1 <br /> -1217' <br /> Concre Sho Concrete <br /> \ Drlveeny Drlveeoy d <br /> \ IY <br /> ti <br />' \\ Covered Independent ucking <br /> Off e 1145 W Charte Way <br /> -1184' Equlpnent <br /> Storage <br /> MW-7 <br /> Pole <br /> i Barn <br />' + + + + + <br /> + + n <br /> Covert <br /> y, Ditch <br /> Cylvert <br /> West Charter WaY <br /> 1 <br /> Fig 2: Site Gradient Soil Boring a en <br />' Map ♦ Monitoring Welt Contour Interval = 01' <br /> . December 12, 2003 Groundwater Gradient Calculated Utlllzing <br />' J.M. Equipment Computer Generated Contours <br /> 1245 W Charter Way ® Drain -871' = Groundwater Elevation (feet rlsl) <br /> Stockton, CA 0 50' <br /> GwfaBtcalTeclurtcslicc �24�pq ++++ Asphalt ���� Sand & Gravel I _ I <br />' SCALA <br />