My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD05178
CWCB
>
Floodplain Documents
>
Backfile
>
4001-5000
>
FLOOD05178
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 6:48:31 PM
Creation date
10/5/2006 1:18:41 AM
Metadata
Fields
Template:
Floodplain Documents
County
Jefferson
Community
Lakewood
Stream Name
Weaver Creek
Basin
South Platte
Title
CLOMR Report for Preserve at Weaver Creek HEC-2 Cross Sections 24+30 to 42+95
Date
12/26/2000
Prepared For
Fairfield Homes
Prepared By
David Evans & Associates
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.
/
74
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 />-. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br />I <br /> <br />1 <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />D A V IDE v AN SAN D ASS 0 C I ATE S, <br /> <br />II <br /> <br />INC. <br /> <br />DEA MEMORANDUM <br /> <br />m So. Wadsworth Blvd. <br /> <br />TO: <br /> <br />FROM: <br /> <br />Building4- Suite '50 <br /> <br />DATE: <br /> <br />lJJk=ood. CO 80226 <br /> <br />SUBJECT: MT-2 FORM 6 EXPLANATIONS <br /> <br />Td: 303'914-'0'9 <br /> <br />PROJ. #: <br /> <br />Fax: 303.914-1023 <br /> <br />COPIES: <br /> <br />MT -2 Form 6, Part 2 - Channel Description <br /> <br />The channel inlet and outlet, as well as a majority of the reach within this project will not be changed, A pond will be graded <br />into the chafUlel upstream of station 3580 to help reduce velocities within the creek. The channel shape and materials will be <br />the same as the existing channel. <br /> <br />MT-2 Form 6, Part 4 - Drawing Checklist <br /> <br />The details of the pond are shown in the topographic workrnap. The inlet and outlet of the channel will not change, there will <br />be no accessory structures, the channel lining will not change, and the channel cross sections will not change. <br /> <br />MT -2 Form 6, Part 5 - Hydraulic Considerations <br /> <br />The channel was not redesigned, therefore this section is not applicable. Any changes in the cross section at the location of the <br />pond are covered in the Hec-2 Hydraulic model for the proposed conditions, <br /> <br />I p:\caddproj\fahoOOO I \fema\explanation6.doc <br /> <br />OlJblillJdlJJg /lJo!t ';<;IOIllds Ollhtmllhllg QUllllt}' <br />
The URL can be used to link to this page
Your browser does not support the video tag.