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I <br /> I Figure 2 <br /> Groundwater Gradient and <br /> I <br /> Bearing of Flow <br /> i DamesUc Water Well <br /> December 12, 1996 <br /> Western Lift Facility <br />' I 3430 S EI Dorado Street <br /> I <br /> Stockton, CA <br />' Project # 102 2 <br /> I WORK SHED <br /> U) i <br /> O Groundwater Gradient 0 0044 ft/ft <br />' -0 Average Bearing of Flow <br /> ICU North 38 deg East <br />' p <br />' W 20.'1 - - - - - - 86 <br /> \' MW 5 <br /> MW-4 <br /> 0 <br /> coMW-I \ \ \ <br /> i -20 53* <br /> \ 1 <br /> -20,9 <br /> Form r UST RIT <br /> -2 `2 <br /> i - 0.70. <br /> I <br /> /� \ -20.6 <br /> -20.50' <br /> MW-3 <br /> I <br /> I Explanation <br /> 50 ft - Monitoring Well <br /> - Water Level Elev <br /> PHASE ONE -23.32 - Water Level Contour <br /> ENVIRONMENTAL — NR - Not Recorded <br />