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FLOOD06381
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Last modified
1/25/2010 7:08:50 PM
Creation date
10/5/2006 2:13:26 AM
Metadata
Fields
Template:
Floodplain Documents
County
Otero
Community
La Junta
Stream Name
Arkansas River & Tributaries
Basin
Arkansas
Title
La Junta, Colorado Local Protection Project Phase I GDM Sediment Investigation
Date
9/1/1985
Prepared For
US Army Corps of Engineers
Prepared By
The Hydrologic Engineering Center
Floodplain - Doc Type
Project
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<br />SEC I.D. <br />(River Mile) <br /> <br />OLD <br /> <br />NEW <br /> <br />REMARKS <br /> <br />375 <br /> <br />1243.7 <br /> <br />RR Bridge @ Nepesta, USGS gage #07117000, <br />07117500 <br /> <br />(Diversion, Oxford Canal, RH 1245.8) <br /> <br />380 1248.7 <br /> <br />(Diversion. Rocky Ford Highline. RK 1253) <br /> <br />384.1 <br /> <br />1252.8 <br /> <br />SCS Range #4 <br /> <br /> (Tributary, Huerfano R., RH 1256.2) <br />388.5 1257.2 Bridge near Boone <br /> (Diversion. Colorado Canal, RH 1250.7, crest @ 4470) <br />392.7 1261. 4 <br />395.7 1264.4 Bridge near Avondale <br /> (Tributary, Chico Creek, RH 1265.3) <br /> <br />397.3 <br /> <br />1266.0 <br /> <br />Added section, used section 395.7 (1953) <br />labeled "river bottom 13' upstream." Added <br />ll.4 ft. to elevations to account for <br />movement upstream to R.M. 1266. <br /> <br />(Tributary for flow balance - AVTRB) <br /> <br />399 <br /> <br />1267.7 <br /> <br />Bridge about 3 mi. w. of Avondale. USGS gage <br />#07109500 <br /> <br />(Diversion, Excelsior Ditch. RH 1270.7. Not modeled) <br /> <br />404.4 <br /> <br />1273.1 <br /> <br />Approx 2 miles east of Pueblo Air Base <br /> <br />(Tributary, st. Charles R., RK 1273.8, Not modeled) <br /> <br />407.3 <br /> <br />1276.0 <br /> <br />Pueblo Air Base Road, Flows at Avondale gage <br />assumed to apply here. <br /> <br />Notes: <br /> <br />1. Surveyed Corps sections and SCS ranges dated 1945 except as noted. <br /> <br />2. "NEW" river mile = "OLD" river mile + 868.7. <br /> <br />3. Locations of diversions and tributaries are approximate. <br /> <br />4. Sections 1273.1 and 1276.0 retained at U/S end for sediment transport <br />calculation. Flows used at the upstream end are based on Avondale gage. <br /> <br />12 <br />
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