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<br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />I <br />. <br />I <br />. <br />. <br />.. <br />. <br />. <br />. <br />. <br />. <br /> <br />TABLE 1 <br /> <br />(continued) <br /> <br /> Channel 100-yr lO-yr <br />X-sec bottom flood flood <br />number Comments Location* e1ev. elev. elev. <br /> (Station) (ft,msl) (ft,msl) (ft,ms1) <br />13 19+95 7401.5 7408.0 7406.1 <br />14 RR Bridge 21+64 7403.6 7408.5 7407.3 <br />15 RR Bridge 21+79 7403.8 7409.3 7407.3 <br />16 22+76 7404.7 7409.9 7407.8 <br />17 d/s Moffat Ave Br. 23+32 7405.0 7412.8 7409.6 <br />18 u/s Moffat Ave Br. 24+31 7405.7 7414.0 7411.3 <br />19 28+91 7408.6 7414.4 7412.6 <br />20 d/s Oak-Wms. Br. 30+37 7409.5 7414.6 7413.8 <br />21 u/s Oak-Wms. Br. 30+88 7409.9 7415.3 7414.4 <br />22 34+82 7412.4 7417.0 7415.4 <br />23 41+04 7416.2 7422.2 7420.2 <br />24 45+63 7421.1 7426.1 7424.2 <br />25 49+73 7424.3 7429.1 7427.3 <br />26 56+02 7428.1 7432.3 7430.8 <br /> <br />................................... <br /> <br />* Distance in hundreds of feet upstream from the Town of Oak <br />Creek's northern corporate limit. <br /> <br />9 <br />