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<br />I <br />I <br />I <br />I TABLE 4 (CONTINUED) <br /> SUMMARY OF HYDRAULIC ANALYSIS <br />I FLOOD PLAIN DATA FLOODWAY DATA <br /> Distance Distance <br /> 100 10 Floodway Right Left <br /> Year Year Stream 100-Year Flood Water Of Of <br />I Cross Flood Culvert Overland Flood Bed Flood Plain Surface Top Center- Center- <br />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 137+74 66+22 2787 1250 1537 1210 5321.6 5333.6 980 5334.5 370 125 245 <br /> 137+75 66+23 2574 1250 1,324 1210 5321.6 5333.6 980 5334.6 370 125 245 <br />I 14th Avenue 138+00 66+67 2574 1250 1324 1210 5321.8 5333.6 1000 5334.6 465 115 350 <br /> 138+30 69+67 2350 1250 1104 1210 5323.1 5333.6 950 5334.6 450 370 80 <br /> 138+31 69+68 2350 1250 1104 1210 5323.1 5333.6 950 5334.4 450 370 80 <br /> 141+15 71 +61 2350 1250 1104 1210 5324.0 5335.2 785 5336.2 435 325 110 <br />I 144+29 74+14 2273 1250 1023 1210 5325.0 5335.8 550 5336.5 440 165 275 <br />13th Avenue 144+80 74+64 2273 1250 1023 1210 5325.2 5336.0 550 5336.7 320 135 185 <br /> Culvert (out) 145+20 74+92 2244 1210 5325.3 5336.0 250 5336.7 250 100 150 <br />I 145+55 75+30 2244 925 5326.7 5336.6 230 5336.7 230 80 150 <br /> 147+21 76+80 2244 925 5327.4 5336.7 240 5337.6 145 110 35 <br /> Culvert (in) 148+50 78+14 2244 925 5328.0 5336.9 140 5337.6 60 30 30 <br />I 149+00 78+64 2244 1210 1034 925 5328.2 5338.5 185 5339.2 65 20 45 <br /> 151+09 80+77 2244 1210 1034 825 5329.2 5340.1 610 5340.7 220 40 180 <br /> 151+10 80+78 2244 1210 1034 825 5329.2 5340.2 610 5340.7 220 40 180 <br /> 12th Avenue 151+40 81+10 2244 1210 1034 825 5329.3 5340.2 610 5340.7 215 55 160 <br />I Culvert (out) 151+75 81+57 1705 1210 495 825 5329.6 5340.2 550 5341.0 225 85 140 <br /> 151+76 81+58 1705 825 5329.6 5340.2 550 5341.0 225 85 140 <br /> 154+00 83+78 1705 825 5331.5 5340.4 285 5341.2 90 60 30 <br />I 156+05 85+45 1705 625 5332.3 5340.6 255 5341.5 140 25 115 <br /> 156+37 85+78 1705 625 5332.4 5340.7 315 5341. 7 130 35 95 <br /> Richtofen Pl. 157+26 86+90 1705 625 5332.8 5342.2 360 5343.2 90 30 60 <br />I 157+27 86+91 1200 625 5332.8 5342.2 360 5343.2 90 30 50 <br /> 157+57 87+25 1200 625 5332.9 5342.5 210 5343.5 70 25 45 <br /> 160+10 89+65 1200 625 5334.4 5342.9 75 5343.8 75 35 40 <br /> 162+03 91+40 1200 625 5335.0 5343.0 55 5343.8 65 30 35 <br />I 162+53 91+90 1200 625 5335.3 5343.0 50 5343.8 50 30 20 <br />11 th A venue 162+54 91+91 1200 625 5335.3 5343.0 50 5343.8 50 30 20 <br /> (Existing Box <br />I Culvert) <br /> *Width of Main Channel. <br />I **Looking Downstream. <br />I <br />I 10 <br />