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Date Slope Beanng Date gge Beann <br /> E. HAMPTON STREET 1 01/25/99 0 02 N58°E 16 06/20103 00057 N740E <br /> 2 09/13/99 00033 N850E 17 09/12103 00058 N60°E <br /> 3 12/16199 0.0029 N660E 18 11/26103 00061 N71°E <br /> 4 05/04/00 00033 N700E 19 03/21/04 00049 N720E <br /> Tire Store 5 08/29/00 00046 N82°E 20 05/06/04 00051 N61°E <br /> 6 12/04/00 00046 S 21 08106/04 00073 N52°E <br /> 7 03/16/01 0 0041 N76°E 22 10121104 00070 N63°E <br /> 8 06/25101 00046 N82°E 23 01/27/05 00051 N580E <br /> 9 09/12/01 00058 N700E <br /> t 10 12111/01 00056 N870E <br /> 11 02/27/02 00065 N870E <br /> 12 0616102 0 004 N75°E <br /> E. CASTLE STREET 20 Shell Station 13 09/09/02 0 0061 N62°E <br /> � 17 <br /> 21 13 18 19 14 12117/02 00053 N710E <br /> 14 16 15 03/05103 00045 N770E <br /> 1 <br /> 90.0001 1z o.0001 10.001 0.01 0.1 <br /> M-s 4M"z 4 15 <br /> 7 <br /> ' A r-1 5 8 � <br /> Former Gasa=0 U59"s1 1 1 12 11 Gradient % Scale Slope <br /> LJ LJ my ICI �� O Gradient determined using MW-4, MW-5 and MW-6 <br /> 60 East NW-1 or computer generated contours. <br /> Former rMfe av <br /> Castle <br /> HV-3 Fig 3: Groundwater <br /> ' ? Gradient Rose Diagram <br /> Castle Motors �5 � � Castle Motors <br /> ' <br /> DOW WELL (destroyed) `� 2315 N. E! Dorado <br /> Garage MIY <br /> $ � Stockton, CA <br /> � o <br /> 6 a � <br /> Legend <br /> -1 <br /> 1 <br /> 4 <br /> Former USTf <br /> LJ <br /> Monitoring Well <br /> W ADAMS STREET1 0 30' <br /> 0 Soil Boring � t <br /> Domestic W 11 SCALE <br /> r,eOkgkdT I 3nLos <br /> 1 J <br /> 4 - <br />