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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />TABLE C-I <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br /> BASIN DRAINAGEWAY INFORMATION 100 YEAR FLOOD PLAIN DATA FLOODWAY DATA <br />REACH IDENTIFICATION CROSS STAT I O~ FLOWLINE 100 YR, DiSCHARGE WATER SURFACE TOP WIDTH FLOODWAY TOP WIDTH 0 WATE R SURFACE <br />AND LOCATION SECTION ELEVATION (ds) FLOOD ELEVAT I ON (FEET) LEFT (FT) RIGHT ( FT) TOTAL (FT) FLOODflAY ELEV. <br />DUTCH CREEK 31 97 + 80 5393.1 4500 5403.7 190 144 26 170 5403.8 (4) <br /> 32 99 + 70 5396,2 4500 5404.6 210 130 40 170 5404.6 (4) <br /> 33 102 + 40 5397.9 4500 5407.8 210 140 45 185 5407.8 (4) <br /> 34 105 + 35 5401. 7 4500 5411.4 165 115 20 135 5411.4 (4) <br /> 35 110 + 15 5406.3 4500 5417,3 380 200 45 245 5417.3 (4) <br /> 36 114 + 70 5409.1 4500 5421.8 150 85 25 110 5421.8 (4) <br /> 37 119 + 15 5413.9 4500 5426.4 168 70 50 120 5426.4 (4) <br /> 38 123 + 10 5422.2 4500 5430.0 295 90 30 220 5430.4 (4) <br /> 39 127 + 65 5427.3 4500 5434.4 285 75 155 230 5434.4 (4) <br /> 40 131 + 95 5429.5 4500 5437.9 145 70 40 110 5437.9 (4) <br /> 41 134 + 85 5436.7 2900 5441.5 295 110 155 265 5441.8 (4) <br /> 42 139 + 50 5440.8 2900 5444,6 255 125 110 235 5444.6 (4) <br /> 43 142 + 20 5442.9 2900 5446.2 295 125 150 275 5446.2 (4) <br /> 44 146 + 90 5446.6 2900 5451,1 340 35 130 165 5451.3 (4) <br />PIERCE STREET 45 148 + 10 5448.8 2900 5461.1 Street Section <br /> 46 149 + 00 5448,9 2900 5461.1 775 215 500 715 5461.1 (4) <br /> 47 153 + 20 5451.1 2900 5461.1 690 270 385 655 5461,1 (4) <br /> 48 161 + 40 5458.0 2900 5462.4 150 100 30 130 5462.4 (4) <br /> 49 166 + 30 5466.6 2900 5469,2 540 330 125 455 5469.2 (4) <br /> 50 170 + 92 5470.0 2800 5473.1 370 90 220 310 5473,1 (4) <br /> 51 175 + 20 5473.3 2800 5478.1 325 20 280 300 5478.1 (4) <br /> 52 180 + 15 5477.1 2800 5482.5 345 275 45 320 5482,5 (4) <br /> 55 184 + 85 5480.6 2800 5486.5 170 85 60 145 5486.5 (4) <br /> 56 188 + 15 5487,0 2800 5494.5 145 (3) <br />YUKON STREET 57 188 + 85 5486.5 2800 5494.7 360 5 tree t Sect ion <br /> 58 189 + 85 5487.3 2800 5495.1 105 (3) <br /> 59 194 + 30 5491.8 2800 5498.8 65 (3) <br /> 60 195 + 30 5494.0 2800 5500.5 125 Enc mac ment Permiti ed to Redef i e Channel <br /> 61 197 + 05 5496.8 2800 5501.3 120 (3) <br /> 62 201 + 00 5499.5 2800 5505.9 170 (3) <br /> <br />C-2 <br /> <br />(I) DISTANCE IN FEEr, ABOVE MOUTH OR TRIBUTARY INTERSECTION. (4) FLOODWAY DATA DETERMINED USING JEFFERSON COUNTY CRITERIA <br />(2) LIMITS ARE DEFINED BY DISTANCES LEFT AND RIGHT OF REFERENCE LINE LOOKING DOWNSTREAM. (5) FLOODWAY DATA DETERMINED USING UD a FeD CRITERIA. <br />(3) FLOWS ARE CONTAINED IN CHANNEL, FLOODWAY DATA NOT PROVIDED. (6) FLOODWAY SAME: AS MAIN FLOW AREA OF FLOOD PLAIN <br /> <br />URBAN DRAINAGE & FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br />URS COMPANY <br />