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<br />I <br />I <br />I TABLE 4 (CONTINUED) <br />I SUMMARY OF HyDRAULIC ANALYSIS <br /> FLOOD PLAIN DATA FLOODWAY DATA <br />I Distance Distance <br /> 100 10 Floodway Right Left <br /> Year Year Stream 100-Year Flood Water Of Of <br /> Cross Flood Culvert Overland Flood Bed Flood Plain Surface Top Center- Center- <br />I Identification Section Station Discharge Discharge Discharge Discharge Elevation Elevation Width Elevation Width line line <br /> (CFS) (CFS) (MSL) (MSL) (FT.). (FT.) (FT.) (FT.).. (FT.)" <br />I 106+29 31+76 3542 1420 5304.6 5315.2 745 5316.1 327 172 155 <br /> 106+30 31 +77 3542 1420 5304.6 5315.3 745 5316.2 327 172 155 <br /> 19th A venue 107+10 32+48 3542 1420 5304.9 5315.3 865 5316.2 295 105 190 <br />I 107+11 32+49 3542 1420 5304.9 5315.4 865 5316.4 295 105 190 <br /> 107+20 32+60 3542 1420 5304.9 5315.4 780 5316.4 285 95 190 <br /> 107+21 32+61 3542 1420 5304.9 5315.4 780 5316.4 285 95 190 <br /> 107+90 33+32 3542 1420 5305.1 5315.4 575 5316.3 169 49 120 <br />I 109+00 34+56 3542 1370 5305.6 5315.5 585 5316.4 100 40 60 <br /> 110+35 35+96 3542 1370 5306.1 5315.7 470 5316.7 72 35 37 <br /> 112+20 37+85 3542 1370 5306.9 5316.1 285 5317.1 85 40 45 <br />I 17th Avenue 113+35 38+97 3559 1370 5307.3 5316.9 465 5317.9 185 60 125 <br />Culvert (in) 113+60 39+29 3559 1325 2234 1370 5307.6 5318.9 580 5319.6 105 75 30 <br /> 115+00 40+64 3000 1325 1675 1250 5308.2 5320.2 525 5320.8 120 70 50 <br />I 115+55 41 +30 3000 1325 1675 1250 5308.7 5320.2 517 5320.9 105 40 65 <br /> 117+40 43+66 2930 1325 1605 1250 5309.9 5320.2 570 5320.9 60 15 45 <br /> 118+45 45+08 2930 1325 1605 1250 5310.7 5321. 7 500 5322.6 188 95 93 <br /> 120+00 47+75 2856 1325 1531 1250 5312.0 5323.0 505 5323.1 300 225 75 <br />I 121+45 47+87 2856 1325 1531 1250 5312.1 5323.6 450 5324.1 340 280 60 <br /> 123+30 48+31 2789 1325 1464 1250 5312.3 5324.0 960 5325.0 480 390 90 <br /> 124+20 52+21 2789 1325 1464 1250 5314.3 5324.1 1140 5325.1 840 350 490 <br />I 16th Avenue (out) 124+50 52+67 2742 1325 1417 1250 5314.5 5324.1 1130 5325.1 780 355 425 <br />Drop structure 125+06 53+29 2742 1250 5315.9 5324.1 580 5325.0 345 20 325 <br /> 127+20 55+48 2742 1250 5316.7 5324.6 560 5325.3 65 30 35 <br />I 128+68 57+15 2742 1250 5317.6 5326.0 565 5325.9 100 20 80 <br />Culvert (in) 130+00 57+45 2769 1250 1519 1250 5317.6 5327.4 460 5328.2 380 10 370 <br /> 132+14 60+67 2769 1250 1519 1250 5319.0 5329.6 250 5330.1 205 50 155 <br /> 132+15 60+68 2787 1250 1537 1250 5319.0 5329.9 250 5330.1 205 50 155 <br />I Colfax Avenue 132+70 61 +21 2787 1250 1537 1250 5319.3 5330.9 500 5331.4 220 65 155 <br /> 133+20 61 +73 2787 1250 1537 1250 5319.5 5331.6 585 5332.6 245 90 155 <br /> 133+21 61 +7 4 2787 1250 1537 1250 5319.5 5331.6 585 5332.6 245 90 155 <br />I 135+55 64+07 2787 1250 1537 1250 5320.6 5333.1 955 5333.9 335 145 190 <br />I .Width of Main Channel. <br /> ..Looking Downstream. <br />I <br />I 9 <br />