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i• <br />1400 <br />1200 <br />1000 <br />u <br /> <br />400 <br />200 <br />O T C F- I I i I f- I I <br />rn rn rn rn rn rn rn rn m m rn <br />m m rn m m m m rn rn rn rn <br />h ~' ro of h of ~ m ~o o N <br />of " N ~ N M v ~n ~ /~ ro~ <br />Date <br />3 <br />2.5 <br />2 <br />w <br />U <br />d <br />1.5 °' <br />m <br />L <br />V <br />N <br /> <br />1 <br />0.5 <br />-~-+ 0 <br />rn <br />of <br />-~-Specific Conductance (uS/cm) ~ Discharge (cfs) <br /> <br />E <br />v <br />N <br />7 <br />m 800 <br />U <br />C <br />A <br />U <br />v <br />C <br />O <br />U 600 <br />v <br />w <br />.~ <br />d <br />a <br />N <br />FIGURE 2.04.7-26 <br />SURFACE WATER HYDROGRAPH <br />UPPER TAYLOR CREEK (UTC) <br />Revision Date: 6/30/06 <br />Revision No.: PR-02 <br />