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4 <br /> Scale off pageo 6 North Street. <br /> [� Sidewalk <br /> Sidewalk <br /> Lawn <br /> Lawn <br /> UST Vents <br /> Mw-1 <br /> Storm Drain <br /> MW=2 � o I <br /> I 5 0Sr7- <br /> 4 <br /> 10 ' <br /> � I <br /> oo � I <br /> Approx. Limits <br /> Current USTs Of Former UST Pit I <br /> o I <br /> L 00 Da o �-o - - - - -- - - - <br /> O <br /> Mw-3 <br /> y <br /> m <br /> ° m <br /> v7 v o <br /> 0 <br /> i7i a <br /> ,� 1 C ❑ `r3 <br /> g Pump Islands ° pp <br /> 3 <br /> Cl <br /> a <br /> N <br /> Date Slope Bearing Date Slope Bearing <br /> 1 1/20/00 0.0036 S 170 9 118102 0.0031 N830E <br /> 2 6116100 0.0035 N810E 10 4/15/02 0.0024 N790E <br /> 3 8129/00 0.0022 N74°E 11 7/17/02 0.0053 N870E <br /> 4 11/10/00 0.0008 S790E 12 12/13/02 0.0008 N77°E <br /> Fig 3: Groundwater 5 2/16/01 0.0014 N670E <br /> g 6 4/27/01 0.018 N20W <br /> Gradient Rose 7 8/3/01 0.0027 N830E <br /> 8 10/12/01 0.0014 N880E <br /> Diagram <br /> Legend <br /> L <br /> Super Stop Market 0.0001 0.001 0.01 0.1 <br /> 290 N. Main St. <br /> Manteca, CA <br /> C\ Gradient Scale % Slope <br /> 0 2 0' <br /> L + Monitoring Well * I. I <br /> ,r�r��rv� rr�iaa SCALE <br />