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FLOOD00076
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Last modified
11/23/2009 10:50:34 AM
Creation date
10/4/2006 9:02:21 PM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
State of Colorado
Stream Name
All
Title
Floodplain Study Review and Designation program - SOQ
Date
4/1/2000
Prepared For
State of Colorado
Prepared By
Sear-Brown Group
Floodplain - Doc Type
Miscellaneous
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<br />D <br />n <br />~ <br />o <br /> <br /> <br />~ <br /> <br />BIG DRY CREEK FLOODPLAIN IMPROVEMENTS <br />BIG DRY CREEK AT 1-25 <br /> <br />WESTMINSTER, COLORADO <br /> <br />www.searbrown.com <br /> <br />~ <br /> <br />[ <br />o <br />I] <br />r: <br /> <br />CLIENT NAME <br />City of Westminster, Colorado <br /> <br />REFERENCE <br />Sheila Beissel <br />303-430-2400 <br /> <br />PROJECT COST <br />$ 1,012,700.00 <br /> <br />D <br /> <br />COMPLETION DATE <br />1999 <br /> <br />[] <br />[ <br />U <br />U <br />o <br />o <br />u <br />[ <br />u <br /> <br /> <br />1991.) <br />APWA Public Work.. <br />Project of the Year <br /> <br />The Sear-Brown Group analyzed several alternatives to <br />remove the City of Westminster's wastewater treatment plant <br />from the IOO-year floodplain along Big. Dry Creek. The <br />combination of the Interstate 25 crossing over Big Dry Creek <br />and inadequate channel capacity adjacent to the plant resulted <br />in this entire facility being potentially flooded. Alternatives <br />included additional pipe capacity underneath the downstream <br />1-25, protective levees, crossing improvements on Huron <br />Street along the upstream side of the plant, drop structures, <br />channel realignment, and channel armoring. Analysis of the <br />preferred alternatives was completed using a mixed-regime <br />HEC-RAS hydraulic model. <br /> <br />Final design plans and specifications were ultimately prepared <br />for a trapezoidal paved bridge waterway with a supercritical <br />improved inlet at Interstate 25. This component was selected <br />to concurrently address the problems of pressure flow at the <br />bridge, sediment transport over the full range of flows, <br />protection of bridge piers and abutments from scour, <br />provision of base level for stream stability against headcutting <br />upstream of the highway, and cost-effectiveness. The final <br />design configuration of the Big Dry Creek channel along the <br />south side of the wastewater treatment plant was an erosion- <br />control fabric and riprap stabilized north bank with enlarged <br />flood channel capacity. Construction observation services <br />were provided during construction of the improved inlet and <br />bridge waterway at Interstate 25 to ensure conformance with <br />design intent and a high-quality product for the City of <br />Westminster. <br /> <br />i.THE SEAR-BROWN GROUP <br /> <br />. <br />
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