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<br />------------------- <br /> <br /> TABLE 1 <br /> FLOODWAY ELEVATION DATA <br /> Current (1986) Hydraulic Model <br /> FIS (1976) Hydraulic Model Base Floodway Elevations <br /> Frs Floodway Llmlts* <br /> 1986 1986 Secti on <br /> Sect ion Q (loa) Thalweg Base Flood Elevations Thalweg Base Condition Condition <br /> Number cfs Elevation w/o F100dway F1 oodway El evati on FIS (1976) (E1 ev.) (Dif.)** <br /> 28.0*** 10,900 7534.1 (7543.9) 17544.8 ) 7533.0 7544.8 7544.8 0.0 <br /> 28.4 10,900 7534.5 (7544.0) 7534.3 7544.9 7545.0 +0.1 <br /> 28.8 10,900 7534.8 (7544.1) 7535.0 7545.1 7545.3 +0.2 <br /> 29.0*** 10,900 7535.0 7544.2 7545.0 7535.2 7545.5 7545.9 +0.4 <br /> 29.5 10,900 7535.2 17544.5 ) 7534.8 7545.8 7546.3 +0.5 <br />I 30.0*** 10,900 7536.2 7545.8 7546.3 7536.2 7546.8 7547.1 +0.3 <br />...... <br />0 <br />I Profil e**** A B C 0 <br /> <br />Note: <br />* See PLAN MAP, Sheet 1 of 1 <br /> <br />** Difference from FIS (1976) Base F100dway Elevation <br />calculated by current (1986) hydraulic model (Profile C) <br /> <br />*** FIS Cross Sections <br /> <br />**** See Profiles, Figure 4 <br /> <br />( ) Elevations Interpolated from FIS profiles <br />