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Problem Assessment Report November 20. 1990 <br /> Fire Engine Company No. 2. Stockton, California AGS 38009-2 <br /> TABLE 7 <br /> EVALUATED GROUND-WATER GRADIENTS <br /> AND DIRECTION OF GROUND-WATER FLOW <br /> Fire Engine Company No. 2 <br /> 110 West Sonora Street <br /> Stockton, California <br /> Evaluated Ground- Evaluated Direction <br /> Date Water Gradient of Ground-Water Flow <br /> 12/22/88 North 0.004 <br /> 02/07/90 Northeast 0.004 <br /> 03/0$/90 North 0.004 <br /> 05/31/90 North-northwest 0.005 <br /> 06/27/90 Southwest 0.0154 <br /> 06/27/90 Northeast 0.006 <br /> 07/16/90 Southwest 0.04 <br /> 07/16/90 Northwest 0.0286 <br /> 07/23/90 Southeast: 0.028 <br /> 07/23/90 Northeast 0.033 <br /> The flow directions evaluated through May 1990 were toward the north. These flow <br /> directions were not in agreement with the inferred regional gradient flow direction to the <br /> southeast obtained from the San Joaquin County Public Works Department and the City of <br /> Stockton Municipal Utilities. These inconsistencies. hiay be due to poss'ible hydraulic <br /> influence provided by the Stockton Deep Water Channel approximately 2.000 feet to tile, <br /> north. <br /> A, WA490f GaoSystems --- <br />