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<br /> -------- <br />I <br /> Table 5 Continued -17- <br />I FLOOD PLAIN AND FLOODWAY SUMMARY <br />I 100 YEAR 100 YEAR <br /> REFERENCE POINT INFORMATION FLOOD PLAIN DATA FLOODWAY DATA <br /> Profile Thalweg Width on Each Side of <br /> Point Drawing Station Elevation Elevation Width Discharge Width Channel Centerline <br />I Number Remarks Number (ft) (ft) (ft) (ft ) (cfs) (ft) Lett (tt) Right (ft) <br /> --- (Looking Downstreamr- <br />I 46 10 105+20 5582.7 5586.01 305 2446 3051- 47 258 <br /> 47 10 106,95 5585.2 5588.73 432 2446 408 88 320 <br /> 48 10 109+40 5589.3 5591.27 465 2409 465", 72 393 <br /> 49 10 111+00 5590.8 5594.41 311 2409 180 R8 92 <br />I 50 10 113+80 5592.9 5596.97 170 2409 122 68 54 <br /> 51 10 114+80 5593.0 5598.11 250 2375 145 72 73 <br /> 52 10 118+15 5595.1 5600.00 290 2375 139 115 24 <br />, I 53 9 122110 5597.7 5602.23 489 2375 136 109 27 <br />54 9 123+70 5599.5 5604.00 455 2328 313 217 96 <br />55 W. Quincy Ave. 9 124100 5599.7 5607.00 N/A 2314 N/A <br /> 56 9 124+35 5599.0 5607.00 N/A 2314 363 272 91 <br />I 57 9 128+80 5602.0 5607.10 222 2314 105 54 51 <br /> 58 9 132+ 70 5606.2 5612.00 297 2260 100 37 63 <br /> 59 9 135+50 5608.6 5614.12 N/A 2260 75 50 25 <br />\ 60 S . Simms Street 9 138160 5618.3 5619.99 N/A 2260 302 102 200 <br />61 9 140+20 5612.0 5620.95 550 2260 160 60 100 <br /> 62 9 142+70 5616.4 5622.03 82 2260 821- 38 44 <br /> I 63a 9 145130 5620.2 5625.61 80 2250 80"- 38 42 <br /> 63b 8 150+60 5626.4 5632.47 100 2130 86 36 50 <br /> 64a 8 1 54119 5634.0 5639.93 151 2130 58 18 40 <br /> 64b 8 154+31 5636.4 5641.50 178 2130 83 28 55 <br /> ! 65 8 157+30 5639.1 5644.80 98 2080 65 38 27 <br /> 66a 8 160+21 5642.0 5647.76 60 2074 601- 25 35 <br /> 66b Old Harriman Canal 8 160+37 5646.0 5650.70 75 2074 75;' 25 50 <br />, I 67 8 162+90 5647.0 5652.54 9S 2050 77 37 40 <br />68a 8 165+15 5648.2 5655.05 95 2035 75 31 44 <br /> 68b 8 165+31 5651. 6 5657.32 124 2035 98 39 59 <br /> I 69 8 168+31 56'34.7 5660.13 113 2028 104 30 74 <br /> 70a 8 171+10 5656.7 5662.36 130 1995 71 26 45 <br /> 70b 8 171+30 5659.1 5664.95 165 1995 110 60 50 <br /> 71a 8 172+80 5660.4 5665.99 210 1966 135 90 45 <br /> 1 71b 8 173+00 5663.6 5668.37 220 1966 135 90 45 <br /> 72a 8 178+20 5667.2 5673.94 80 1915 80;- 32 48 <br /> 72b 8 179+00 5670.6 5677.54 85 1915 85;' 48 37 <br /> \ 73a 7 185+00 5681.7 5688.56 35 1851 35'~ 22 13 <br /> 73b Youngfie1d Avenue 7 186+80 5683.0 5690.70 55 1851 55'" 25 30 <br /> 73c 7 187+30 5683.5 5690.92 20 1851 20", 10 10 <br /> I 74a 7 188+70 5685.5 5693.14 63 1851 631- 27 36 <br /> 74b 7 190+20 5688.9 5695.17 58 1790 58'~ 20 38 <br /> 74c 7 190+30 5692.0 5697.17 83 1790 831' 42 41 <br /> 75a 7 193+00 5693.7 5699.30 54 1790 541' 22 32 <br /> I 75b 7 193+15 5696.6 5702.33 108 1790 89 43 46 <br /> 76a 7 195+80 5698.0 5704.11 61 1790 61 ;, 34 27 <br /> 76b 7 196+15 5700.8 5706.51 92 1790 92 48 44 <br /> I ,', Floodway confined to channel. <br /> I ~ Leonard Rice Consulltng Water Engineers, Inc <br />