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' Fence <br /> -40 43' 0 ' <br /> MW-8 ,lp �Ik° <br /> MW-3 -40 50' <br /> 1 —40 52' <br /> Form -40 94 <br /> MW-5 U <br /> xcav —40 56' <br /> 40 56' -4053 <br /> - MW-7 -40 60' —4058- <br /> W-1 <br /> 1 —4060' <br /> I-40 814 I I <br /> 1 MW-4 �- I Concrete -40 62' <br /> Apron <br /> I 1 <br /> M I —40 64' <br /> It Shop <br /> fice —40 BB' <br /> MW-6 I <br /> -40 69' 1 <br /> —40 68' <br /> 1 —40 70' <br /> I <br /> 1 <br /> I <br /> 1 MW-2 <br /> Groundwater Gradient <br /> S33'E O 0 002 <br /> Gradierd calculated by computer gsaerabd aordarrs. <br /> Wale IIW-4 t WW-5 not used for coriouring due to <br /> Contour bdervat a 0 02 %%A anomalous data <br /> Fig 2A Groundwater Gradient Map' Legend Water Table Wells Monitoring Well <br /> 7/22/03 Deep Monitoring Well <br /> Mard Property A Sou Boring <br /> 2969 Loomis Road —3&66 Groundwater Elsv <br /> Stockton, CA Former UST i 0. <br /> Gmtear�lraFxic '�'°�°' Scale <br />