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<br />------------------- <br /> <br /> TABLE 2 <br /> FLOODWAY ELEVATION DATA <br /> OPPOSITE RIVER BANK EXCAVATION <br /> Current (1986) Hydraulic MOdel <br /> Base F100dway Elevations <br /> FrS Floodway Llmlts* Relocated F1oodway* <br /> 1986 1986 Sectlon 1986 Sectlon 1986 Sectlon <br /> Section Q(100) Thalweg Base Condition Condi ti on w/Excavation wi Excavati on <br /> Number cfs F100dway F100dway (El ev.) (Dif.)** (E1 ev . ) (Dif. )** (E1 ev.) (Dif.)** <br /> 28.0*** 10,900 7533.0 7544.8 7544.8 0.0 7544.8 0.0 7544.8 0.0 <br /> 28.4 10,900 7534.3 7544.9 7545.0 +0.1 7545.0 +0.1 7545.0 +0.1 <br /> 28.8 10,900 7535.0 7545.1 7545.3 +0.2 7545.1 0.0 7545.2 +0.1 <br /> 29.0*** 10,900 7535.2 7545.5 7545.9 +0.4 7545.5 0.0 7545.5 0.0 <br />, 29.5 10,900 7534.8 7545.8 7546.3 +0.5 7545.8 0.0 7545.9 +0.1 <br />...... <br />w 30.0*** 10,900 7536.2 7546.8 7547.1 +0.3 7546.8 0.0 7546.8 0.0 <br />, <br /> Profi1e**** C D E F <br /> <br />Note: <br /> <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 />*** FrS Cross Sections <br /> <br />**** See Profiles, Figure 4 <br /> <br />( ) Elevations Interpolated from FIS profiles <br />