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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 PLA I N <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 STAT I 0Jl> FLOWLINE 100 YR. DISCHARGE WATER SURFACE TOP WIDTH FLOODWAY TOP WIDTH (J) WATE R SURFACE <br />AND LOCATION SECT ION ELEVATION (ds) FLOOD ELEVATION ( FEET) LEFT (FT) RIGHT (FT) TOTAL (FT) FLOOD\JAY ELEV. <br />NORTH BRANCH LILLEY GU LCH 401 1 + 30 5492.8 118 5593.3 Sheet Flov Street Section <br /> 402 I + 55 5487.7 118 5593.3 45 (3) <br /> 403 3 + 60 5500.3 118 5501.8 30 (3) <br /> 404 5 + 65 5509.6 118 5511. 3 27 (3) <br /> 405 7 + 00 5514.4 118 5516.3 22 (3) <br /> 406 8 + 25 5514.5 118 5516.9 270 100 95 195 5516.9 (4) <br /> 407 12 + 80 5518.7 118 5519.8 200 20 140 160 5519.8 (4) <br /> 408 19 + 90 5526.5 118 5527.8 72 (3) <br /> 409 38 + 50 5526.6 700 5529.4 199 (3) <br /> 410 43 + 80 5532.1 700 5535.1 55 Ditch Section <br /> 411. I 45 + 20 5543.5 200 5544.7 Undefined Street Section <br /> 412 45 + 60 5535.1 700 5544.9 306 Ditch Section <br /> 413 47 + 45 5539.2 500 5544.8 53 (3) <br /> 414 50 + 70 5548.0 400 5550.9 38 (3) <br /> 415 53 + 90 5551.5 400 5554.8 45 (3) <br /> 416 58 + 50 5555.3 400 5557.8 83 50 20 70 5557.8 (4) <br /> 417.1 62 + 20 5563.5 400 5564.7 118 Dam Section <br /> 418 66 + 20 5569.0 400 5570.4 175 60 95 155 5570.5 (4) <br /> 419 70 + 10 5574.3 400 5575.7 145 60 46 100 5576.1 (4) <br /> 419.5 72 + 25 5580.8 300 5581.6 155 Dam Section <br /> 420 74 + 15 5581.9 300 5583.3 260 120 80 200 5583.4 (4) <br /> 421 76 + 27 5585.3 300 5587.5 50 (3) <br />HOLLAND WAY 422 81 + 40 5599.3 150 5599.8 178 Street Section <br /> 423 82 + 20 5594.4 250 5600.0 80 50 25 75 5600.0 (4) <br /> 424 87 + 46 5611.9 250 5613.1 121 45 15 60 5613.3 (4) <br /> 425 90 + 95 5617.5 250 5618.7 425 55 80 135 5618.7 (4) <br /> 427 92 + 70 5621.8 250 5627.8 455 Pond Section <br /> 430 98 + 90 5647.5 250 5648.8 25 (3) <br /> <br />c-8 <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) FLOODWAY DATA DETERMINED USING JEFFERSON COUNTY CRITERIA <br />(5) FLOOOWAY DATA DETERMINED USING UD & 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 COl1PANY <br />