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DATE nraEV,ION.LLM DATE MUM MM <br /> 1 101192 NSI E &M25 WWI SWE OM <br /> OOMW N75'E OA026 25 1296N1 S16'E OA019 <br /> S OVAM N75 E 0.0037 27 12f1 M SWE OAW4 <br /> 4 10103183 NS4 E 0A% z5 03112N2 STYE D,= <br /> 5 67113711 NOO E CAN 29 M192 SWE 0=7 <br /> 6 W4N4 WTE UM 30 OWt2102 WE OM <br /> 7 OMN N85 E 0.0038 31 IMM S81'E 0=2 <br /> 6 1=1194 NOO E 0A033 32 UNUM WE 0=2 <br /> 9 03It7N5 WI E OX25 33 BMW UVE 0=1 <br /> 10 0711M $WE OA033 34 ON= WE 0015 <br /> 11 IWO NOVE 04= 35 IV= 573'E OA16 <br /> 12 07/06196 WE OA032 30 07AW04 WE OA07 <br /> CMRTER W,4Y 13 071OM WE 0AW 37 040M SWE OAOY <br /> 14 0612097 NU E OA04 38 MAW 662'E OA74 <br /> 15 M13M N73'E OA034 <br /> 16 07NIN6 NWE OM <br /> 17OMANNWE O=IS 111150 SWE OA019 <br /> 19 MGM NWE OMM <br /> 20 O67Mg0 SWE 0215 <br /> 21002N SWE 0=7 <br /> 22 OINWI S82'E OX14 <br /> 23 03MV01S67'E OM <br /> 24 00=1 Un 0=2 <br /> Fig 5A: Water Table <br /> Gradient Rose <br /> Resld�ace <br /> Diagram <br /> Shop ` Morita Brothers <br /> 814 E. Charter Way <br /> Stockton, CA <br /> t t9 <br /> s a 9 <br /> Legend <br /> 2 tpt s4 a t <br /> I � aara9� 0 0001 0.001 0 01 0 1 <br /> 1t`''iii-=ir-t <br /> Groundwater Gradient % Slope <br /> ^� rence <br /> 40* <br /> + Monitoring Well <br /> SCALE <br /> p( int/Deep Monitoring Well <br /> • Soil Boring <br /> GeologfrulT=kd.2w- IO/Y5v4 <br /> I <br />