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Eastern San Joaquin Groundwater Basin Groundwater Management Plan <br /> 40 <br /> Cre -40 30 50 <br /> Pardee <br /> -60 20 eservoir <br /> 10 <br /> -60 <br /> 0 die <br /> f -70 '10 oir <br /> 1 0 w <br /> -80 -20 <br /> dke��n <br /> 1 <br /> -30 <br /> LOCO• <br /> -90 -40 ew Hogan <br /> Reservoir <br /> eat <br /> els as GO <br /> -70 <br /> n• Oreton Slough <br /> .Ig, 60' <br /> 4� <br /> annington <br /> 0 food Control <br /> oh 's Reservoir <br /> n <br /> \'30 <br /> 20 Woodward <br /> Reservoir <br /> -10 <br /> f 0 10 40 <br /> 20 30 <br /> S n 50 <br /> 60 <br /> giv 80 <br /> -6Pl Tracy Mpon <br /> 4ry`�t Slags 70 <br /> cql, <br /> t o�i4 C'Q�4 s� <br /> N <br /> LEGEND 5 0 5 Miles <br /> 10— Gro undwater Ta ble <br /> Elevation Contours(Feet, MSL) <br /> Figure 2-26 Simulated 2030 Groundwater Table Under Baseline Conditions <br /> Source: Camp Dresser & McKee Inc. <br /> Northeastern San Joaquin County Section 2 <br /> Groundwater Banking Authority 73 Hydrogeology <br />