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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 <br /> <br />C -I <br /> <br />FLOOD PLAIN <br /> <br />AND FLOODWAY REFERENCE DATA <br /> <br /> BASIN DRAINAGEWAY INFORMATION 100 YEAR FLOOD PLAIN DATA FLOODWAY DATA <br />REACH I DENT I F I CAT I ON CROSS STATIO~ FLOWLINE 100 YR, DISCHARGE WATER SURFACE TOP WIDTH FLOODWAY TOP WIDTH CV WATE R SURFACE <br />AND LOCATION SECT ION ELEVATION (c f s) FLOOD ELEVATION ( FEET) LEFT (FT) RI GHT (FT) TOTAL (FT) FLOOD\,AY ELEV, <br />NORTH BRANCH DUTCH CREEK 205.4 34 + 00 5713.0 350 5716.8 25 (3) <br /> 205.5 35 + 05 5731.4 350 5733.3 250 (3) <br /> 205.6 36 + 00 5724.5 350 5733.7 195 (3) <br /> 206 38 + 68 5735.8 350 5737.3 75 (3) <br /> 207 48 + 75 5783.9 300 5785,6 65 (3) <br /> (3) <br />LILLEY GULCH 301 1 + 40 5431.2 1900 5439.5 305 80 140 220 5439.5 (4) <br /> 302 3 + 90 5434.8 1900 5440.8 55 (3) <br /> 303 8 + 25 5437.8 1900 5446.0 75 (3) <br /> 304 9 + 85 5445.9 1900 5449.0 140 (3) <br /> 305 13 + 20 5450.2 1900 5453.9 125 Dam Section <br /> 306 13 + 90 5459.9 1900 5462.5 290 Pond Section <br /> 307 14 + 95 5457.5 1900 5463.1 285 (3) <br /> 308 18 + 40 5457.4 1900 5463,1 165 (3) <br /> 309 21 + 90 5463.6 1900 5467.9 150 (3) <br /> 310.1 23 + 00 5473,0 1900 5474.4 125 (3) <br /> 311 23 + 65 5466.6 1800 5475.1 230 (3) <br /> 312 29 + 75 5471.0 1800 5475.3 100 (3) <br /> 313 36 + 40 5479.7 1800 5484.5 105 (3) <br /> 314 41 + 70 5486,8 1700 5490.3 110 (3) <br /> 315 47 + 20 5494,0 1700 5499.9 80 (3) <br />PEAKV I EW DR I VE 316.1 50 + 00 5513,0 1700 5513.6 350 Street Section <br /> 317 53 + 90 5502,7 1700 5513.9 220 (3) <br /> 318 59 + 00 5509.7 1700 5514.7 105 (3) <br /> 319 61 + 55 5511. 8 1700 5517.7 115 (3) <br />PEAKV I EW DR I VE 320 64 + 85 5522.7 1700 5524.3 145 Street Section <br /> 321 65 + 45 5514.8 1600 5524.7 110 (3) <br /> 322 67 + 00 5517.3 1600 5524.8 80 (3) <br /> 323 69 + 25 5520.2 1600 5527,2 90 (3) <br /> 324 69 + 90 5525.0 1600 5528.6 125 (3) <br /> <br />C-5 <br /> <br />(I) DISTANCE IN FEET, ABOVE MOUTH OR TRIBUTARY INTERSECTION. <br />(2) LIMITS ARE DEFINED BY DISTANCES LEFT AND RIGHT Of REFERENCE LINE LOOKING DOWNSTREAM. <br />(3) FLOWS ARE CONTAINED IN CHANNEL, FLOODWAY DATA NOT PROVIDED. <br /> <br />(4) FLOODWA'y DATA DETERMINED USING JEFFERSON COUNTY CRITERIA. <br />(5) FLOODWAv DATA DETERMINED USING :JD a FeD CRITERIA. <br />(6) FLOODWAY SAME: AS MAIN FLOW AREA OF FLOOD PLAIN <br /> <br />URBAN DRAiNAGE & FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br />URS CO~1PANY <br />