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<br />Estimated f~t~re flood creete and pertinent elevations
<br />at ~ridga crossings within the study area are listed in Table 6.
<br />~eter surface elevations .pertain to the location immediately upstreem
<br />from the bridge. for study purposeaharein,it has bMn aaallmed that
<br />limited clogging Can be sxpected and all bridge str~ctures would
<br />etand intact. Significant changes in this premiee, imposed by difM
<br />fl!ring conditions of a future flood, could dt..r the estimated flood
<br />crests and flood limits shown in ths table and related plates.
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<br />future flood Haiohts
<br />The difference by which the average water surface alevaM
<br />tions of the Standard Project flood exceed those of the Intermediote
<br />Regional flood varies considerably olong the many reaches of fountain
<br />Creek. These differences ere shown in the tabulation below.
<br />
<br />Riverllliles
<br />51.28 to 45.83
<br />
<br />Difference in Average
<br />Water Surfacl! Elevations
<br />\f~~j!
<br />
<br />Location
<br />Cimerron St. to U.S.
<br />Hwy85_87
<br />U.S. Hwy 85M87 to ft.
<br />Carson Rd.
<br />
<br />45.83 to 44.74
<br />
<br />,.,
<br />
<br />44.74 to 43.20
<br />
<br />ft. C3rson Rd to 1.5
<br />Mi.do\lJnstream
<br />1.5 Mi. downstream
<br />from ft. C~rson Rd. to
<br />Lilidefield
<br />Wide field to R3ngeview
<br />Addition, fountain
<br />Rangeview Addition, fountain
<br />toAT&SfRR
<br />AT&SfRRtoOldPueblo
<br />Road
<br />Old Pueblo Road to El
<br />Paso County line
<br />
<br />",
<br />
<br />43.20 to 40.70
<br />
<br />0.0
<br />
<br />40.70 to 37.30
<br />
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<br />
<br />37.30 to 35.0~
<br />
<br />8.6
<br />
<br />35.85 to 29.83
<br />
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<br />
<br />29.83 to 21.49
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