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<br /> FLOODING SOURCE FLOODWAY BASE FLOOD <br /> WATER SURFACE ELEVATION <br /> SECTION MEAN I WITHOUT I WITH I <br /> CROSS SECTION DISTANCEl WIDTH AREA VELOCITY REGULATORY FLOODWAY FLOODWAY INCREASE <br /> (FEET) ( SQUARE {FEET PER <br /> FEET} SECOND) (FEET NGVD) <br /> Eagle River <br /> A 1530 69 199 7.4 8572.0 8572.0 8572.1 0.1 <br /> ; <br /> B 1580 42 162 9.2 8572.3 8572 . 3 8572.5 0.2 <br /> C 1625 42 142 10.4 8572.8 8572.8 8572.8 0.0 <br /> D 1790 60/302 182 8.1 8575.0 8575.0 8575.0 0.0 <br /> E 2115 59 187 7.9 8579.3 8579.3 8579.3 0.0 <br /> F 2180 63 232 6.4 8580.6 8580.6 8580.6 0.0 <br /> G 2660 33 139 10.7 8588.3 8588.3 8588.3 0.0 <br /> H 3315 45 182 8.1 8596.0 8596.0 8596.0 0.0 <br /> I 3370 46 163 9.1 8597.6 8597.6 8597.6 0.0 <br /> J 3675 63 178 8.3 8603.4 8603,,4 8603.4 0.0 <br /> K 4515 72 221 6.7 8618.2 8618.2 8618.3 0.1 <br /> L 4640 37 135 8.4 8618.9 8618.9 8619.1 0.2 <br /> M 4965 28 103 11.0 8627.5 8627.5 8627.5 0.0 <br /> N 5090 22 95 11.9 8631.3 8631.3 8631.3 0.0 <br /> 0 5255 35 147 7.7 8635.0 8635.0 8635.0 0,,0 <br /> p 5740 30 116 9.7 8645.4 8645,,4 8645.4 0.0 <br /> Q 6015 30 112 10.1 8650.4 8650.4 8650.5 0.1 <br /> R 6170 23 III 10.l 8652.6 8652.6 8652.8 0.2 <br /> S 6200 23 120 9.4 8653.1 8653.1 8653.2 0.1 <br /> T 6485 25 99 11.4 8661.8 8661.8 8661.8 0.0 <br /> U 6835 28/32 43 7.9 8665.2 8665.2 8665.8 0.6 <br /> V 7675 30 l06 lO.7 8686,,1 8686,,1 8686.8 0.7 <br /> 1Feet Above First Denve~ and Rio Grande Western Railroad Crossing Downstream of Corporate Limits <br /> 2Width/Width Within Corporate Limits <br />~ DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT <br />=-- Federal Insurance Administration FLOODWAY DATA <br />I:D TOWN OF REDCLlFF, CO <br />r- <br />,., <br />~ (EAGLE CO.) EAGLE RIVER <br />