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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 FLOOO PLAIN DATA FLOODWAY DATA <br />REACH IDENTIFICATION CROSS STAT I oJD FLO\,LINE 100 YR, DISCHARGE WATER SURFACE TOP WIDTH FLOODWAY TOP WIDTH ~ WATE R SURFACE <br />AND LOCATION SECT ION ELEVATION (cfs) FLOOD ELEVATION ( FEET) LEFT (FT) RIGHT (FT) TOTAL (FT) FLOOD\IAY ELEV, <br />DUTCH CREEK 1.1 3 + 70 5325.3 7400 5332.6 540 275 13 288 5333.0 (6) <br /> 2,1 4 + 30 5326,8 7400 5334.0 1030 245 87 332 5334.3 (6) <br /> 4.1 8 + 60 5328.9 7400 5336.8 865 305 52 357 5337.2 (6) <br /> 5.1 11 + 25 5329.2 7400 5337,8 Sheet Flow 215 37 252 5338.1 (6) <br /> 6.1 15 + 25 5330.5 7400 5340.9 Sheet Flow 285 115 400 5341.4 (6) <br /> 7.1 20 + 95 5332.4 7400 5343.4 Sheet Flow 110 109 219 5343,7 (6) <br /> 8.1 26 + 46 5334.8 7400 5348.4 Sheet Flow 50 89 139 5348.6 (6) <br /> 9 31 + 15 5337,9 7400 5353.0 Sheet Flow 34 45 79 5353.3 (6) <br />FAIRWAY LANE 10.1 32 + 10 5340.8 7400 5359.5 Sheet Flow Street Section <br /> 11.1 33 + 30 5341.8 7400 5360.4 Sheet Flow 185 65 250 5360.8 (6) <br /> 12.1 33 + 55 5348.3 7400 5360.4 Sheet Flow 175 121 296 5360.9 (6) <br /> 13 36 + 30 5348.3 7400 5360.6 240 70 115 185 5361.1 (5) <br /> 14 40 + 00 5348.6 7400 5361.3 160 85 71 156 5361.6 (5) <br /> 15 43 + 60 5351.5 7400 5362.2 140 30 105 135 5362.4 (5) <br /> 15.5 45 + 20 5352.4 7400 5363.3 70 60 5 65 5363.5 (5) <br /> 16 46 + 90 5354.2 7400 5367.8 290 160 29 189 5368,0 (5) <br /> 17 51 + 25 5361,5 7400 5369.8 390 50 185- 235 5370.1 (5) <br />PLATTE CANYON ROAD 18 52 + 20 5363.3 7400 5380,1 455 Street Section <br /> 19 52 + 95 5363.3 7400 5380.1 580 110 257 367 5380.2 (5) <br /> 20 55 + 15 5364.5 7400 5380.1 480 135 138 273 5380.2 (5) <br /> 21 58 + 85 5366.5 7400 5380.1 340 80 59 139 5380.2 (5) <br /> 22 66 + 85 5370.1 7400 5380.8 410 50 139 189 5380.9 (5) <br /> 23 69 + 70 5371,4 7400 5380.4 140 70 3 73 5380,6 (5) <br /> 24 72 + 45 5373.2 7400 5383.9 150 70 15 85 5384.0 <br /> (5) <br /> 25 77 + 80 5379,3 7400 5390.1 140 10 42 52 <br /> 5390.2 (5) <br /> 26 82 + 75 5380.6 7400 5394.2 165 45 46 91 5394.7 (5) <br /> 27 56 + 40 5383.9 7400 5395.3 255 20 78 98 5395,8 (5) <br /> 28 90 + 88 5388,6 4500 5397.4 175 56 94 150 5397.4 (4) <br /> 29 93 + 55 5389.6 4500 5398.2 115 66 34 100 5398.2 (4) <br /> 30 95 + 70 5392.5 4500 5401.2 120 7S 10 105 5401.2 (4) <br /> <br />C-l <br /> <br />(I) DISTANCE IN FEET, ABOVE MOUTH OR TRIBUTARY INTERSECTION. (4) FLOODWAY DATA DETERMINED USlNG JEFFERSON COUNTY CRITERIA <br />(2) LIMITS AA:E DEFINED BY DISTANCES LEFT AND RIGHT OF REFERENCE LINE LOOKING DOWNSTREAM. ( 5) FLOODWAY DAiA DETERMINED USING :.JD a. FeD CRITERIA. <br />(3) FLOWS ARE CONTAINED IN CHANNEL, FLOOD WAY 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 COl1PANY <br />