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Date Slope Beanng Date Slope Bearing <br /> E. HAMPTON STREET 1 01/25/99 002 N58°E 16 06/20/03 00057 N74°E <br /> 2 09/13/99 00033 N850E 17 09/12/03 00058 N60°E <br /> ' 3 12/16/99 00029 N66°E 18 11126/03 00061 N71°E <br /> Tire Store 4 05/04/00 00033 1 N700E 19 03/21/04 00049 N72°E <br /> 5 08/29/00 0 0046, N820E 20 05/06104 00051 N61 T <br /> 6 12104/00 00046 S 21 08/06/04 00073 N52°E <br /> 7 03/16/01 000411 N760E 22 10/21/04 00070 N630E <br /> 8 06/25/01 0 004 N820E 23 01/27/05 00051 N58°E <br /> 9 09/12/01 0 005 N700E 24 04/13/05 00034 N59-E <br /> 10 12/11/01 00056 N87°E 25 08/26/05 00038 N730E <br /> ' 2 11 02/27/02 0 0065{ N87°E 26 11/19/05 00047 N450E <br /> 23 24 12 0616102 0 004 N75°E 27 01/17/06 0 003 N49°E <br /> E. CASTLE STREET 26 O17 20 2 511e11 Station 13 09/09102 00061 N620E 28 04117/06 00074 N430E <br /> ' 21 1 14 12/17/02 000531 N71°E <br /> 14 16 <br /> 13 18 19 15 03/05/03 00045 N77°E <br /> 9 <br /> 0 <br /> 3 12 <br /> 4 0001 0.001 0.01 0.1 <br /> s z 7 15 <br /> ' <br /> rt r-I 5 S <br /> I II I <br /> ' � 30e rr8 1 I I I 2 11Gradient Y. Scale Slope <br /> LJ LJ MY—101 10 Gradient determi ed using MW-4, MW-5 and MW-6 <br /> Former 11 eagte OV VST—60 East MW 1 or corn uter generated contours. <br /> �J <br /> Castle I <br /> 3 Fig 3: Groundwater <br /> Gradient Rose Diagram <br /> DOV WELL (destroped) Castle Motors Mt 5 � Castle Motors <br /> ' Garage MY4 r 1315 N. E4 Dorado <br /> Stockton, CA <br /> n. <br /> Legend <br /> 1 <br /> r--3 <br /> Former UST; <br /> f <br /> Monitoring Well <br /> W ADAMS STREET a Soil Boring <br /> Domestic Wall SCALE <br /> i <br /> C&*ca(TwfOw Inc. 5/2V% <br />