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r <br /> LEE0314ILLLMERKEMMOFP, qiC, <br />` Table 4 <br /> Weber Point <br /> Groundwater Levels <br /> Well Number <br /> RP Depth to Water Surface <br /> Elevations/ Water'` Elevation <br /> (feet) (feet) (feet) <br /> MW1 11 .99 33.50 -21 .51 <br /> MW2 12.36 33.84 -2I .48 <br /> MW3 12. 16 33.73 -21, 57 <br /> Based on a 1929 City of Stockton datum. <br /> z� As measured on October 1 , 1990. <br /> From the groundwater level measurements taken on October 1 , 1990, groundwater <br /> beneath the site appears to be flowing in an easterly direction at a relatively <br /> flat gradient of approximately 0.28 percent. See Figure 6 for potentiometric <br /> groundwater contours. This data is consistent with annual groundwater contour <br /> • maps produced by San Joaquin County Flood Control and Water Conservation <br /> District. <br /> As discussed in Section 3.3 Geologic Cross-Section, because the potentiometric <br /> groundwater levels beneath the site are present at depths 20 feet deeper than the <br /> present water level in the Stockton Channel , it appears that the aquifer beneath <br /> the project site is not hydraulically connected to the Stockton Channel . The <br /> source of water recharging the aquifer beneath the project site has not been <br /> investigated. <br /> i <br /> i <br /> 1 <br /> 1 <br /> 21 <br />