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<br />I 26 <br />I TABLE 6 <br /> FLOOD FREQUENCY - ELEVATION AND DISCHARGE DATA <br />I MIDDLE ST. WAIN CREEK, BOULDER COUNTY, COLORADO <br />I 10-Year Flood 50-Year Flood 100-Year Flood 500-Year Flood <br />Ref. Station Stream Bed Crest Peak Crest Peak Crest Peak Crest Peak <br />Point Fro Mouth Elevation Elevation Discharge Elevation Discharge Elevation Discharge Elevation Discharge <br /> Number (Feet) Identif , (Ft, MSL) (Ft. MSL) (cfs) (Ft. MSL) (cfs) (Ft. MSL) (cfs) (Ft. MSL) (cfs) <br />I 155,3 252+65 1737.29 7739.93 510.00 7741.34 1060.00 1742.16 1460.00 1743.60 2900.00 <br />I 155.6 255+10 7742.90 7745.50 510.0:> 7746.75 1060. 00 7747.50 1460.00 1749.20 2900.00 <br />155.7 255+55 771n.80 7746.73 510.00 77 49. 1 0 1060.00 17 49.57 1460.00 7751.05 2900.00 <br />I 155.8 255+70 7743.80 7747.84 510.00 7749.27 1060.00 7750.32 1460.00 7751.91 2900.00 <br /> 155.9 256+15 7745.60 7748.50 510.00 7750.76 1060.00 7751.43 1460.00 1752.83 2900.00 <br />I 156 258+55 7752.'lO 7155.44 510.00 7756.46 1060.00 7756.81 1460.00 7758.05 2900.00 <br />I 156,9 259+15 7755.60 7758.17 510.00 7759.62 1060.00 7760.08 1460.00 1760.98 2900.00 <br />157,1 259+35 7755.60 7760.61 510.00 1761.13 1060.00 1761.64 1460.00 7762.811 2900.00 <br />I 157.2 259+90 7756.00 7760.63 510.00 1761.16 1060.00 7761.66 1460.00 7762.90 2900.00 <br /> 158 262+65 7764.50 7766.10 510.00 7768.1:> 1060.00 7768.75 1460.00 1770.15 2900.00 <br />I 158.9 263+10 1765.50 7768.39 510.00 7770.25 1060.00 7170.51 1460.00 7772.26 2900.00 <br /> 159.1 263+25 7765.50 7769.31 510. 00 7770.35 1060.00 7771.86 1460.00 1773.39 2900.00 <br />I 159.2 264+45 7772.40 1774.09 510.00 1774.88 1060.00 7775.29 1460.00 7776.45 2900.00 <br />I 159.7 266+25 1715.30 1777.13 510.00 7778.62 1060.00 1779.12 1460.00 7780.85 2900.00 <br />159.8 266+65 7716.00 7778.49 510.00 1180.111 1060.00 1460.00 7782.211 2900.00 <br /> 7780.37 <br />I 159.9 266+80 7776.00 7719.118 510.0 a 77 80.39 1060.00 7781.16 1460.00 7782.41 2900.00 <br /> 160 268+10 7782.40 1184.611 510.00 7785.72 1060.00 1786.36 1460.00 1788.08 2900.00 <br />I 161 272+75 77'l8.10 78aO.81 510.00 7802.32 1060.00 7802.77 1460.00 7803.84 2900.00 <br />I 162 271+80 7813.10 7814.72 510.00 1815.23 1060.00 7815.66 1460.00 7816.81 2900.00 <br />I <br />I <br />I <br />