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<br />I Table 5 -16- <br />I FLOOD PLAIN AND FLOODWAY SUMMARY <br /> 100 YEAR 100 YEAR <br />I REFERENCE POINT INFORMATION FLOOD PLAIN DATA FLOODWAY DATA <br /> Protile 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) Left (ft) Right (ft) <br /> (Looking Downstream) <br /> 1 Bear Creek 13 0+00 5430.1 5444.1 N/A 2895 <br />I 2 13 3+00 5438.4 5445.11 490 2889 89 52 37 <br />3 Dam Crest Section 13 5+05 5450.2 5452.12 238 2886 238'" 54 184 <br />4 13 6+80 5449.5 5453.46 175 2886 175'" 93 82 <br />I 5 13 8+25 5452.6 5456.39 149 2880 149* 38 111 <br />6 13 10+50 5453.8 5459.11 163 2880 163* 78 85 <br />7 13 11+55 5456.0 5460.82 121 2880 86 27 59 <br /> 8 13 13+20 5457.1 5463.25 75 2871 75* 28 47 <br />I 9 13 16+20 5460.0 5467.19 155 2865 130 20 110 <br />10 13 20+80 5473.0 5474.52 330 2857 330* 20 310 <br /> 11 13 23+85 5480.0 5490.70 415 2857 408 8 400 <br />I 12 Dam Crest Section 13 24+10 5491.43 465 2850 465* 40 425 <br />13 13 24+30 5485.1 5491.43 510 2850 510* 75 435 <br />14 12 30+00 5486.0 5491.43 199 2840 189 52 137 <br />I 15 12 35+60 5492.0 5500.29 325 2840 170 20 150 <br />16 Dam Crest Section 12 35+70 5508.21 330 2829 330'" 85 245 <br />17 12 35+80 5503.0 5508.21 345 2829 320 75 245 <br /> 18 12 38+85 5503.0 5508.21 290 2829 200 85 115 <br />I 19 12 41+50 5503.0 5508.21 430 2819 134 36 98 <br />20 12 42+95 5503.6 5516.26 640 2816 435 208 227 <br /> 21 West Hampden Ave. 12 43+40 5504.0 5521. 59 275 2816 265 210 55 <br />I 22 West Hampden Ave. 12 44+23 5504.9 5526.13 480 2816 448 93 355 <br />23 West Hampden Ave. 12 45+07 5505.7 5526.74 570 2816 505 130 375 <br />24 West Hampden Ave. 12 46+35 5507.1 5527.19 400 2816 275 92 183 <br /> 25 12 46+75 5530.49 640 2816 615 310 305 <br />I 26 12 47+00 5519.3 5530.75 755 2807 722 418 304 <br />27 12 48+15 5526.5 5530.75 810 2800 769 583 186 <br /> 28 12 50+00 5520.6 5530.76 685 2788 635 600 35 <br />I 29 12 53+10 5526.0 5531.31 153 2768 153'" 75 78 <br />30 12 56+20 5530.0 5533.58 520 2768 430 250 180 <br />31 Warrior Canal Cros. 12 56+50 5530.5 5541.81 630 2743 <br />I 32 12 57+00 5534.5 5541. 81 615 2743 471 300 171 <br />33 12 59+50 5536.2 5541.81 242 2743 208 140 68 <br />34 11 62+60 5538.1 5543.61 155 2708 155* 68 87 <br /> 35 11 64+50 5539.4 5545.53 169 2708 169* 65 104 <br />I 36 11 66+30 5540.6 5545.86 135 2684 135* 80 55 <br />37 11 68+50 5543.4 5548.55 120 2684 120'" 80 40 <br /> 38 11 72+40 5546.8 5552.30 288 2645 268 26 242 <br />I 39 11 75+00 5549.3 5555.46 194 2645 140 51 89 <br />40 11 77+20 5552.0 5558.04 203 2614 2 0 3'" 125 78 <br />41 11 83+70 5559.6 5563.79 211 2573 211* 187 24 <br />I 42 11 89+50 5566.0 5571.51 80 2536 80'" 28 52 <br />43 10 95+20 5571.8 5577 .43 100 2500 100* 43 57 <br />44 10 100+65 5577 .6 5581.49 218 2500 175 132 43 <br /> 45 10 103+60 5581.0 5584.24 235 2446 230 46 184 <br />I ", Floodway confined to channel. <br />I ~ Leonard Rice Consulling Water Engineers. Inc. <br />