My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD10420
CWCB
>
Floodplain Documents
>
Backfile
>
10001-11000
>
FLOOD10420
Metadata
Thumbnails
Annotations
Entry Properties
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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
160
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
<br />11 <br />11, <br />II <br />II <br />il <br />II <br />II <br />'I <br />I <br />'I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />11 <br />11 <br /> <br />Lower Big Dry Creek Hydrologic Study <br /> <br />Preservation offloodplains is a policy of the District to manage flood hazards, <br />preserve habitat and open space, create a more livable urban environment, and <br />protect the public health, safety, and welfare (White 1945). <br /> <br />12. Reserve Suffident Right-of- Way for Lateral Movement of Incised Floodplains. <br />Whenever a floodplain is contained within a narrow (i.e., degraded) channel, its <br />lateral movement over time can cause extensive damages to public and private <br />structures and facilities. For this reason, whenever such a condition exists, it is <br />recommended that, at a minimum, the channel be provided with grade control <br />structures and a right-ofway corridor be preserved of a width equivalent to the <br />cross section recommended for a grass-lined channel, including a maintenance <br />access roadway. <br /> <br />The communities in the urbanized portion of the Big Dry Creek Watershed subscribe to these <br />policies, have reiterated them in their own manuals and participate in regional drainage planning <br />based on these principiles. For the most part, the design criteria developed for the urbanized area <br />are consistent with UDFCD's policies, which are, in turn, consistent with national standards. <br />One of the key requirements is to detain stormwater to control peak runoff rates to approximate <br />pre-development levels for specific design storms and to detain stormwater to improve water <br />quality. This practice :results in controls on peak discharge rates for commonly occurring smaller <br />storms to less frequently occurring larger storms. Tables 4 and 5 summarize the detention <br />requirements and release rates, respectively, for the communities in the watershed upstream of <br />Weld County. <br /> <br />Table 4. <br />Detention Requirements for Developments <br /> <br />City/County \" ater Quality 2-year 5-year 100-year <br /> Capture Volume <br /> (WQCv) <br />Westminster X X X <br />Broomfield X X (residential) X (commercial/public) X <br />Thornton X X X <br />Adams County X X X <br /> <br />971-179.092 <br />June 2005 <br /> <br />Wright Water Engineers, Inc. <br /> <br />Page 28 <br />
The URL can be used to link to this page
Your browser does not support the video tag.