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<br />1 <br />I <br />I <br />I <br />I <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Floodplain Reference Data 5_183)4.111s <br /> <br />Table 2 <br />Ralston Creek <br />Floodplain Data Table for 10-, 50-, and 500-Year Discharges <br /> <br /> Flooding Source lO-yr Floodplain Data SO-yr Floodplain Data SOO-yr Floodplain Data <br /> Thalweg Elevation Discharge Flood Elevation Discharge Flood Elevation Discharge Flood Elevation <br />Identification Cross Section Station (NA VD 88) (cfs) (NA VD 88) (cfs) (NA VD 88) (cfs) (NA VD 88) <br />Clear Creek Confluence 100 2+18.09 5249.6 409t 5256.6 7932 5257.5 13200 5258.7 <br /> 101 7+04.t7 5252.2 409t 5259.0 7932 5260.4 13200 5261.9 <br /> 102 8+07.68 5252.1 4091 5259.3 7932 5260.7 13200 5261.5 <br />West 56th Avenue 102.5 Bridge Bridge Bridge <br /> 103 9+06.08 5251.9 409t 5259.5 7932 5261.2 13200 5263.9 <br /> t04 10+50.13 5257.5 409t 5262.5 7932 5264.3 13200 5266.3 <br /> 105 17+09.04 5260.6 409t 5267.4 7932 5269.5 13200 5270.9 <br /> 106 22+71.87 5263.0 409t 5270.0 7932 5272.0 13200 5273.7 <br /> 107 24+53.1 5263.5 409t 5270.6 7932 5272.7 13200 5274.7 <br />C&S Railroad 107.5 Bridge Bridge Bridge <br /> 108 25+06.9 5263.6 409t 5271.3 7932 5273.7 13200 5275.9 <br /> 109 26+73.79 5267.8 409t 5273.4 7932 5275.3 13200 5277.& <br /> 110 32-t46.2t 5268.9 409t 5277.1 7932 5279.4 13200 5282.5 <br /> III 38+ 11.87 5271.5 409t 5278.1 7932 5280.3 13200 5282.9 <br />Ralston Road 112.5 Bridge Bridge Bridge <br /> 114 42+03.94 5273.7 409t 5281.8 7932 5286.0 13200 5285.3 <br /> 115 42+88.2t 5274.0 409t 5282.3 7932 5286.7 13200 5289.0 <br />Lamar Street 115.5 Bridge Bridge Bridge <br /> 116 43+71.43 5275.6 4091 5282.4 7932 5287.9 13200 5289.4 <br /> 117 44+92.04 5275.6 409t 5283.1 7932 5287.5 13200 5289.4 <br /> 118 45+58.3t 5282.0 409t 5286.3 7932 5288.0 13200 5290.3 <br /> 119 46+88.4 5282.1 4091 5287.7 7932 5289.3 13200 5291.t <br /> 120 49+63.46 5280.9 4091 5291.6 7932 5294.3 13200 5295.7 <br />Noland Street 120.5 Culvert Culvert Culvert <br /> 121 50+46.54 5280.9 4091 5294.9 7932 5296.2 13200 5297.3 <br /> 122 52+09.58 5282.5 4091 5294.7 7932 5295.8 13200 5296.9 <br /> 123 56+07.72 5283.7 4091 5295.7 7932 5297.5 13200 5299.2 <br /> 124 60+21.98 5286.1 4091 5295.4 7932 5298.0 13200 5299.8 <br />Pierce Street 124.5 Bridge Bridge Bridge <br /> 125 60+77.13 5286.2 4091 5298.6 7932 5300.2 13200 5301.3 <br /> 126 62-t41.49 5287.0 4091 5298.8 7932 5300.4 13200 5301.5 <br /> 127 67+77.53 5288.6 4091 5298.8 7932 5300.3 13200 5301.5 <br /> 128 73+29.32 5290.6 4091 5299.4 7932 530l.t 13200 5302.3 <br />Wadsworth Bypass (SH 121) t28.5 Bridge Bridge Bridge <br /> 129 75+32.9 5292.6 409t 5301.2 7932 5303.0 13200 5304.3 <br /> 130 79+96.62 5295.8 409t 5304.7 7932 5306.5 13200 5307.4 <br /> t31 85+ 10.26 5299.3 409t 5307.5 7932 5308.8 13200 5310.1 <br /> 132 90+47.05 5300.2 4091 5311.t 7932 5313.2 13200 53t5.4 <br /> t33 92+50.58 5301.4 4091 5312.7 7932 5315.3 13200 5316.5 <br />Old Wadsworth Blvd. 133.5 Bridge Bridge Bridge <br /> <br />t3 <br /> <br />6122nQll4 <br />