My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD05477
CWCB
>
Floodplain Documents
>
Backfile
>
5001-6000
>
FLOOD05477
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/29/2010 10:11:57 AM
Creation date
10/5/2006 1:35:25 AM
Metadata
Fields
Template:
Floodplain Documents
County
Boulder
Weld
Community
Erie
Stream Name
Coal Creek
Basin
South Platte
Title
Proposal/Feasibility Study for Flood Control and Floodplain Management Plan for Coal Creek
Date
8/1/1979
Prepared For
CWCB
Prepared By
WRC Engineering, Inc.
Floodplain - Doc Type
Miscellaneous
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
44
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 />I <br /> <br />I <br />I <br />I <br />I <br /> <br />SECTION B - WORK PROGRAM <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />The work program outlined below is based on the scope of work as outlined <br /> <br />in the State of Colorado invitation GB-RFP-20 dated July 19, 1979. The follow- <br /> <br /> <br />ing services, which shall meet the project objectives, will be provided by <br /> <br /> <br />WRC during the study period. <br /> <br />1. Meet with the representative of the Colorado Water Conservation Board, <br /> <br /> <br />Boulder County, Weld Cou~ty, the Town of Erie, and other private or <br /> <br /> <br />public agencies for basic information and data gathering. <br /> <br />2. Review existing information and data related to the study reach and <br />conduct the necessary field surveys. <br /> <br />I <br /> <br />3. Determine the impact of the year 2000 basin development conditions <br /> <br /> <br />on the peak flows previously determined by the Soil Conservation Ser- <br /> <br /> <br />vice. If necessary, adjust the peak flow values at selected points <br /> <br /> <br />along the study reach. <br /> <br />I <br /> <br />4. Conduct a hydraulic routing using the flows determined in Item I above. <br />Basic data needed for this routing will be secured from existing infor- <br />mation and will be supplemented by the consultant, if needed, through <br />actual field surveys. <br /> <br />I <br /> <br />I <br /> <br />5. Conduct a detailed hydraulic analysis of the existing hydraulic struc- <br /> <br /> <br />tures and make specific recommendations related to the hydraulic design <br /> <br /> <br />of the county bridges and channel improvements. <br /> <br />I <br /> <br />I <br />I <br />I <br /> <br />6. Delineate the 100-year floodplain for the study reach and define the <br />f100dway limits. The determination of the 100-year f100dway will be <br />performed according to a criteria approved by the respective parties <br /> <br />I <br /> <br />-2- <br />
The URL can be used to link to this page
Your browser does not support the video tag.