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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 PLA 1 N <br /> <br />AND FLOODWAY REFERENCE DATA <br /> <br /> BASIN DRAINAGEWAY INFORMATION 100 YEAR FLOOD PLAIN DATA FLOODWAY DATA <br />REACH I DENT I FI CAT I ON CROSS STAT I oJD FLOWLINE 100 YR, DISCHARGE WATER SURFACE TOP WIDTH FLOODWAY TOP WIDTH G) WATE R SURFACE <br />AND LOCATION SECTION ELEVATION (cfs) FLOOD ELEVATION (FEET) LEFT (FT) RIGHT (FT) TOTAL (FT) FLOOO\iAY ELEV. <br />COON CREEK 500 1 + 00 5385.0 2900 5396,0 100 (3) <br /> 501 1 + 65 5385.8 2900 5396.7 120 (3) <br /> 502 5 + 50 5389,2 2900 5399.5 12.0 (3) <br /> 502.7 7 + 00 5400.8 2900 5403.4 190 (3) <br /> 503 7 + 50 5397.3 2900 5404.4 410 (3) <br />LEAWOOD DRIVE 504 11 + 15 5407.3 2900 5409.9 225 Street Section <br /> 505 11 + 95 5399.8 2900 5411. 4 270 172. 80 253 5411.4 (4) <br /> 506 14 + 70 5404.9 2900 5413.7 32.0 280 20 300 5413.7 (4) <br /> 507 18 + 45 5412.8 2900 5417.9 2.00 80 60 140 5418.1 (4) <br /> 508 22 + 70 5415,7 2900 5423.0 150 (3) <br /> 509 26 + 95 5420,2 2900 5427.7 140 (3) <br /> 509.8 31 + 00 5423.9 2900 5431,8 120 25 60 85 5431. 9 (4) <br /> 510 32 + 15 5427.1 2900 5432.8 90 40 45 85 5432,9 (4) <br /> 511 33 + 75 5425.6 2.900 5434.5 150 15 100 115 5434.9 (4) <br />FAIR DRIVE 512.1 34 + 50 5433.5 2800 5435.1 160 Street Section <br /> 513,1 35 + 00 5426.3 2800 5435.9 100 20 50 70 5435.9 (4) <br /> 514 37 + 50 5429.4 2800 5436.0 75 15 50 65 5436.0 (4) <br /> 515 41 + 65 5431.9 2800 5439,6 265 205 45 250 5439.7 (4) <br /> 516 47 + 55 5436.6 2800 5445.1 350 235 65 300 5445.1 (4) <br /> 517 50 + 35 5439.1 2800 5448.4 395 285 95 360 5448.4 (4) <br /> 518 53 + 15 5443.6 2800 5450,3 300 150 130 280 5450,3 (4) <br /> , <br /> 519 55 + 70 5447.9 2700 5453.8 250 50 170 220 5453.8 (4) <br /> 520 58 + 45 5450.4 2700 5458.2 195 115 35 150 5458.2 (4) <br /> 521.1 59 + 66 5459.5 2700 5462.3 175 125 5 130 5462.3 (4) <br />BOWLES AVENUE 521.5 61 + 10 5461.0 2700 5464.1 300 145 85 230 5464.1 (4) <br /> 522 62 + 80 5452,4 2700 5464.5 295 80 150 230 5464.5 (4) <br /> 522.5 66 + 00 5460.8 2700 5465.1 350 90 210 300 5465.1 (4) <br /> 523 68 + 95 5463,6 2700 5468.4 415 190 50 240 5468.4 (4) <br /> 524 74 + 85 5468.4 2600 5474.2 240 50 150 200 5474.2 (4) <br /> 525 80 + 05 5475.8 2600 5479.9 180 40 110 150 5480.3 (4) <br /> <br />C-9 <br /> <br />(I) DISTANCE IN FEET, ABOVE MOUTH OR TRIBUTARY INTERSECTION. <br />(2) LIMITS AffE DEFINED BY DISTANCES LEFT AND RIGHT OF REFERENCE UNE LOOKING DOWNSTREAM. <br />(;3) FLOWS ARE CONTAINED IN CHA.NNEL, FLOODWAY DATA NOT PROVIDED. <br /> <br />(4) FLOODW,4Y DATA DETERMINED USING JEFFERSON COUNTY CRITERIA. <br />(5) H.OODWAY DATA DETERMINED USING UD a FCD CRITERIA. <br />(6) FLOOOWAY SAME AS MAIN FLOW AREA OF FLOOD PLAIN <br /> <br />URBAN DRAINAGE & FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATiON <br />URS COl1PANY <br />