Laserfiche WebLink
<br />I <br />I <br />II <br />I <br />I <br />I <br />1\ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br /> <br />Table 5 <br />Leyden Creek <br />Floodplain and Floodway Data for roO-Year Flow <br /> <br />Flooding Source 100-yr Floodplain Data Floodway Data <br /> 0.5-foot rise in EGL 1.0-foot rise in EGL <br /> Thalweg Floodway Width (ft) Floodway Floodway <br />Identification Cross Section Station Elevation Discharge Flood Elevation Elevation Floodway Width (ft) Elevation <br /> (NA VD 88) (crs) (NA VD 88) Left - Right- Total (NA VD 88) Left - Right - Total (NA VD 88) <br />Upstream of Ralston Creek Confluence 500 3+74.92 5665.6 2456 5423.8 26 89 tt5 5424.3 26 89 tt5 5423.8 <br /> 50t to+81.85 5424.0 2456 5429.1 tt 212 222 5429.3 tt 137 t48 5429.6 <br />Sinuns Street 502 15+42.2t 5427.3 2456 5433.0 tt 278 289 5433.3 tt t69 180 5433.6 <br /> 503 16+{)3.22 5427.8 2456 5434.2 65 60 125 5434.0 35 39 74 5434.2 <br /> 504 2t+tO.tt 5431.4 2456 5437.5 177 86 263 5437.7 83 86 169 5438.2 <br /> 504.5 24+ 13.39 5434.0 2456 5439.5 150 9 158 5439.6 70 26 96 5439.6 <br />W. 72nd Avenue 505 28+42.95 5436.0 2456 5442.2 2tO 40 250 5442.5 60 40 100 5442.6 <br /> 506 29+20.95 5436.8 2456 5444.4 178 20 198 5444.3 58 20 78 5443.3 <br /> 507 32+76.14 5438.0 2192 5444.0 35 23 58 5444.1 43 44 87 5444.8 <br /> 508 37+91.38 5441.8 2192 5449.1 7 298 304 5449.4 37 80 tt7 5449.4 <br /> 509 44+95.33 5440.0 2192 5450.0 94 t07 200 5450.4 25 93 tl8 5451.0 <br /> 5tO 50+32.14 5452.0 1519 5454.8 135 23 t58 5455.2 tt7 23 140 5455.6 <br /> 5tt 57+91.78 5456.5 1519 5460.8 32 64 96 5460.8 32 26 59 5460.9 <br /> 511.5 63+83.39 5460.0 t035 5463.1 41 36 77 5463.3 41 36 77 5463.7 <br /> 5t2 70+27.21 5463.3 t035 5465.5 35 34 69 5465.5 35 34 69 5465.5 <br />W. 75th Place 513 76+35.97 5466.4 1035 5470.0 40 85 125 5470.0 40 85 125 5470.0 <br /> 514 78+00.98 5466.0 1035 5473.5 55 52 to? 5473.5 36 39 75 5474.4 <br /> 514.5 84+42.74 5472.6 t035 5474.2 96 86 t82 5474.4 96 86 t82 5474.9 <br /> 515 89+{)7.63 5474.5 t035 5477.8 t02 46 t48 5477.6 t02 46 148 5477.2 <br /> 516 94+71.81 5480.0 1035 5485.5 29 25 54 5485.5 21 18 39 5485.8 <br /> 517 95+50.32 5480.7 t035 5486.4 39 36 75 5486.9 21 36 57 5487.1 <br /> 517.5 99+15.94 5485.0 1035 5488.0 40 44 84 5488.2 40 44 84 5488.2 <br />Alkire Street 518 t05+ 30.25 5487.7 1035 5493.7 31 529 560 5493.1 21 6 27 5493.0 <br /> 519 105+92.86 5488.0 1035 5494.8 13 12 25 5494.1 13 12 25 5494.1 <br /> 520 tt0-Hl8.90 5493.8 373 5495.6 t6 18 34 5495.8 16 12 28 5496.0 <br /> 520.25 tt2+46.51 5495.0 373 5498.0 24 4 28 5498.t 24 4 28 5498.3 <br /> 520.75 t20+48.62 5498.7 373 5502.t 15 14 28 5502.1 15 t4 28 5502.0 <br /> 52t t25+46.32 5501.5 373 5504.3 to 18 28 5504.3 to t8 28 5504.4 <br /> 521.25 t29+ to.15 5506.0 373 5508.5 t2 8 20 5508.6 12 8 20 5508.6 <br /> 521.75 133+{)5.45 5508.6 373 5511.8 t9 7 26 55t2.0 19 7 26 5512.0 <br /> 522 t40+54.69 5517.0 373 5518.2 21 25 46 5518.3 12 t8 30 5518.7 <br /> 522.5 t45+85.54 5520.6 373 5522.4 24 26 50 5522.6 t6 12 28 5523.1 <br /> 523 t51+t8.01 5529.2 373 5530.9 42 8 50 5530.9 28 0 28 5531.3 <br /> 524 155+82. to 5536.0 373 5536.9 28 85 tt3 5537.2 28 33 61 5537.6 <br /> 525 162+{)7.97 5538.8 373 5541.4 13 17 30 5541.6 13 17 30 5541.7 <br /> 525.5 167+56.46 5545.4 373 5546.4 41 19 60 5546.7 21 19 40 5547.0 <br /> 526 171+47.00 5550.0 373 5551.5 43 36 79 5551.5 20 20 40 5551.7 <br />Croke Canal 527 175+{)3.30 5552.3 373 5556.3 57 12 68 5556.3 57 12 68 5556.3 <br /> 528 176+19.79 5553.t 373 5560.9 32 29 60 5560.9 32 29 60 5561.8 <br />Indiana Street 529 177+18.45 5553.5 373 5560.9 36 3t 67 5560.9 36 3t 67 5561.8 <br /> 530 177+85.05 5554.8 373 5564.3 55 27 82 5564.3 55 27 82 5565.2 <br /> 53t 180+66.88 5561.7 373 5564.2 t5 2t 36 5564.2 t5 21 36 5565.0 <br /> <br />- Distance Left and Right from Reference Line Looking Downstream <br /> <br />23 <br /> <br />Floodplam Rt.ferenc.e Data5_18j)4.xh <br />6rl2l2OO4 <br />