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<br />Table <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br /> <br />6 <br /> <br />7 <br /> <br />8 <br />9 <br /> <br />TA8LES <br /> <br />Drainage Areas in Watershed of Fountain ~reek <br /> <br />8ridges Across Fountain Creek . . . . <br /> <br />. . <br /> <br />Flood Crest Elevations Above 8ankfull stage . <br /> <br />Highest Ten Recorded Flows in Order of Magnitude. <br /> <br />Maximum Known Flood Discharges on Streams in the <br />Region of Pueblo, Colorado. . . . . . . . . . <br /> <br />Intermediate Regional Flood--Peak Discharges. <br /> <br /> <br />Standard Project Flood--Peak Discharges . . . <br /> <br /> <br />Intermediate Regional Flood--Maximum Velocities <br /> <br /> <br />Standard Project Flood--Maximum Velocities. . . <br /> <br />10 Intermediate Regional Flood--Rates of Rise and <br /> <br />Duration. . . . . . . . . . . <br /> <br />. . . . . . <br /> <br />PaQe <br /> <br />13 <br /> <br />15 <br /> <br />21 <br /> <br />22 <br /> <br />. . <br /> <br />33 <br />34 <br />35 <br />37 <br />38 <br /> <br />. . . <br /> <br />. <br /> <br />11 Standard Project Flood--Rates of Rise and Duration. ,39 <br /> <br />38 <br /> <br />PLATES <br /> <br />Plate <br />1 Fountain Creek Watershed. . . <br /> <br />2 <br /> <br />Highest Ten Recorded Flows. <br /> <br />. <br /> <br />3 Index Map--Flooded Areas--Vicinity of Pueblo. <br /> <br />. <br /> <br />4-9 <br />10-15 <br /> <br />Flooded Areas--Plan . <br /> <br />High Water Profiles <br /> <br />. . . <br /> <br />16 Cross Sections. . . <br /> <br />Fiqure <br /> <br />1 <br />2-4 <br />5-7 <br />8-10 <br /> <br />FIGURES <br /> <br />Flood Plain Districts--March 8, 1968. <br /> <br />Fountain Creek 8ridges. <br />Flood Scenes in Pueblo. <br /> <br />. <br /> <br />. <br /> <br />. . . <br /> <br />. . <br /> <br />Future Flood Heights at Existing Facilities <br /> <br />. <br /> <br /> Follows <br /> Paqe <br /> 4 <br /> 23 <br /> 45 <br />. 45 <br />. 45 <br />. 45 <br /> <br />. <br /> <br />Paqe <br />7 <br />16-18 <br />29 -31 <br />40-42 <br />