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I <br /> As a consequence of seasonal recharge and local pumping influences, the groundwater flow <br /> direction and gradient magnitude at the Site appears to be in a constant state of transition We <br />' understand that multiple groundwater extraction wells exist in the General Stockton area and <br /> maybe in the vicinity of the Site Over the last five quarters of monitoring data documenting a / <br /> complete hydrologic cycle, the calculated magnitude of the hydraulic gradient has varied from n/ <br /> 0 001 to 0 01 ft/ft at the Site Also, the direction of groundwater flow has not been consistent <br />' in any one direction during the period of monitorings Table 2 presents a summary of hydraulic <br /> gradient flow conditions reviewed for this Report <br /> TABLE 2 <br /> Summary of Hydraulic Gradient Flow Conditions <br /> DATE OF ESTIMATED GROUNDWATER GRADIENT MAGNITUDE <br /> MONITORING FLOW DIRECTION (ft/ft) <br /> March 1993 Flow is generally west with 001 <br />' southwest flow components <br /> August 1993 Flow is directed north to south, and 0005 - 0006 <br />' southeast and east <br /> December 1993 Flow to low in east results in north, 0001 - 0002 <br />' south and east flow directions <br /> March 1994 Flow east to northeast 0 002 <br /> 1 <br /> June 1994 Flow is directed north to south, and 0 001 <br /> southeast and east <br /> SEACOR° <br /> N0025 Gol of ROF 6 August 1 1994 <br />