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FLOOD10420
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Last modified
1/29/2010 10:15:26 AM
Creation date
8/16/2007 10:57:12 AM
Metadata
Fields
Template:
Floodplain Documents
County
Adams
Broomfield
Weld
Community
Broomfield, Westminster and Thornton
Stream Name
Lower Big Dry Creek
Title
Lower Big Dry Creek Hydrology Study
Date
6/1/2005
Prepared For
Big Dry Creek Watershed Association
Prepared By
Wright Water Engineers, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />11 <br />II <br />11 <br />11 <br />II <br />il <br /> <br />:1 <br />:1 <br />:1 <br />:1 <br />:1 <br />:1 <br />:1 <br />II <br />:1 <br />:1 <br />]1 <br />JI <br />JI <br /> <br />Lower Big Dry Creek Hydrologic Study <br /> <br />with comprehensive regional plans and should be coordinated, particularly with <br />planning for land use, open space and transportation. Erosion and sediment <br />control, flood control, site grading criteria, and regional water quality all closely <br />interrelate with urban stormwater management. Any individual master plan or <br />specific site plan should normally address all of these considerations. <br /> <br />3. Every Urban Alrea Has an Initial (i.e., Minor) and a Major Drainage System, <br />Whether or Not They Are Actually Planned and Designed. The initial drainage <br />system, sometimes referred to as a ."minor system, " is designed to provide public <br />convenience and to accommodate moderate, frequently occurring flows. The <br />major system carries more water and operates when the rate or volume of runoff <br />exceeds the capacity of the minor system. Both systems should be carefully <br />considered. <br /> <br />4. Runoff Routing Is Primarily a Space Allocation Problem. The volume of water <br />present at a glven point in time in an urban region cannot be compressed or <br />diminished. Channels and storm sewers serve both conveyance and storage <br />functions. If adequate provision is not made for drainage space demands, <br />stormwater runoff will conflict with other land uses, will result in damages, and <br />will impair or even disrupt the functioning of other urban systems. <br /> <br />5. Planning and Design of Storm water Drainage Systems Generally Should Not <br />Be Based on the Premise That Problems Can Be Transferred From One <br />Location to Another. Urbanization tends to increase downstream peak flow by <br />increasing runoff volumes and the speed of runoff. Storm water runoff can be <br />stored in detention facilities, which can reduce the drainage capacity required <br />immediately downstream. <br /> <br />6. An Urban St(J'rm Drainage Strategy Should Be a Multi-Objective and Multi- <br />Means Effort. The many competing demands placed upon space and resources <br />within an urban region argue for a drainage management strategy that meets a <br />number of objectives, including water quality enhancement, groundwater <br />recharge, recreation, wildlife habitat, wetland creation, protection of <br />landmarks/amenities, control of erosion and sediment deposition, and creation of <br />open spaces. <br /> <br />7. Design of the Storm water Drainage System Should Consider the Features and <br />Functions of'he Existing Drainage System. Every site contains natural features <br />that may contribute to the management of stormwater without significant <br />modifications. Existing features such as natural drainageways, depressions, <br />wetlands, floodplains, permeable soils, and vegetation provide for infiltration, <br />help control the velocity of runoff, extend the time of concentration, filter <br />sediments and other pollutants, and recycle nutrients. Each development plan <br />should carefully map and identify the existing natural system. Techniques that <br />preserve or protect and enhance the natural features are encouraged. Good <br /> <br />971-179.092 <br />June 2005 <br /> <br />Wright Water Engineers, Inc. <br /> <br />Page 26 <br />
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