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FLOOD01611
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Last modified
11/23/2009 12:58:13 PM
Creation date
10/4/2006 10:09:08 PM
Metadata
Fields
Template:
Floodplain Documents
County
Boulder
Community
Boulder County
Stream Name
Upper Lefthand Creek-Foothills Hwy to Peak to Peak
Title
Flood Information Report
Date
8/1/1983
Prepared For
Boulder County
Prepared By
UDFCD
Floodplain - Doc Type
Floodplain Report/Masterplan
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<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 />I <br />I <br />I <br />I <br />I <br />I <br /> <br />TABLE 6 (Continued) <br /> <br />FLOOD FREQUENCY-ELEVATION AND DISCHARGE DATA <br />Upper Lefthand Creek Boulder County, Colorado <br /> <br /> Distance Stream Y 10-Year 50-Year 100-Year 500-Year <br />Reference From Bed Flood Peak Flood Peak Flood Peak Flood Peak <br />Point Mouth Elevation Elevation Discharge 2/ Elevation Discharge 2/ El evati on Discharge 2/ Elevation Di scharge y <br />Number Ft. Identification Ft.-m.s.l. Ft.-m.s.l. c.f.s. - Ft.-m.s.l. c.f.s. Ft.-m.s.l. c.f.s. - Ft.-m.s.l. c. f.s. <br />268.1 1081 +58 6690.2 6693.3 6698.0 6700.7 6707.1 <br />269 1081+78 Private Drive 6690.7 d/s 6693.3 6698.0 6700.7 6707.1 <br /> u/s 6696.2 6703.7 6705.2 6709.6 <br />270 1081+98 6692.8 6696.2 6703.7 6705.2 6709.6 <br />271 1086+28 6719.6 6722.4 6726.2 6729.4 6733.1 <br />272 1086+48 Private Drive 6721.0 d/s 6722.4 6726.2 6729.4 6733.1 <br /> u/s 6726.2 6730.5 6732.7 6736.3 <br />272.1 1086+68 6722.8 6726.2 6730.5 6732.7 6736.3 <br />273 1088+47 6734.8 6737.6 6741. 3 6742.8 6746.7 <br />274 1093+43 6755.0 6758.3 6761.3 6763.3 6766.7 <br />275 1096+81 6764.3 6766.8 6769.9 6771.2 6775.3 <br />276 1099+79 6780.6 6782.8 6784.2 6785.0 6787.3 <br />278 1100+86 6783.6 6786.5 6789.1 6791.4 6794.6 <br />279 1107+05 6803.4 6806.2 6808.1 6808.7 6811. 5 <br />279.1 1109+60 6813.2 6816.0 6817.5 6818.2 6820.2 <br />280 1110+10 Lefthand 6816.0 d/s 6816.0 6817.5 6818.2 6820.2 <br /> Canyon Dri ve u/s 6823.6 6825.3 6826.4 6829.7 <br /> 1/ Low water elevation as determined by aerial photogrammetric methods. <br /> y Discharges are prorated between stations. <br /> <br />18 <br />
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