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<br />The Intermediate Regional Flood was determined from <br /> <br /> <br />statistical studies of flood data acquired at the 8th Street Bridge <br /> <br /> <br />gaging station in Pue~lo over a 31-year period. Also, the highly <br /> <br /> <br />variable rainfall and runoff characteristics of streams in the gen- <br /> <br /> <br />eral region were compared with those of Fountain Creek. The rainfall <br /> <br /> <br />and runoff statistics for Pueblo were adjusted, when necessary, and <br /> <br /> <br />used for the analysis of the Intermediate Regional Flood on Fountain <br /> <br /> <br />Creek. Table 5 lists the maximum known floods that have occurred on <br /> <br /> <br />watersheds comparable with the study area and within the geographical <br /> <br /> <br />region. There is no flood of record on Fountain Creek at Pueblo that <br /> <br /> <br />is comparable to the Intermediate Regional Flood. Peak discharges of <br /> <br /> <br />the Intermediate Regional Flood va~y from 85,000 cubic feet per sec- <br /> <br /> <br />ond near the mouth to 52,000 cubic feet per second at the county <br /> <br /> <br />line. Intermediate Regional Flood discharges at specified river mile <br /> <br /> <br />locations are shown in Table 5. <br /> <br />TABLE 6 <br /> <br />INTERMEDIATE REGIONAL fLOOD <br /> <br />PEAK DISCHARGES ON <br /> <br />FOUNT AIN CREEK <br /> <br />In lower reach <br /> <br />Mile <br />Above Drainag" <br />Mouth Area Discharqe <br /> sq. miles c.f..s. <br />9.Bl B94 75,000 <br />1.69 926 85,000 <br /> <br />Location <br /> <br />In upper reach <br /> <br />Determination of Standard Project Flood <br /> <br /> <br />Only in ~are instances has a specific stream experienced <br /> <br /> <br />the largest flood that is potentially possible. Severe as the max- <br /> <br /> <br />imum known flood may have been on any given stream, it is generally <br /> <br />accepted that a larger flood will sooner or later occur. The Corps <br /> <br />34 <br />