My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD02236
CWCB
>
Floodplain Documents
>
Backfile
>
2001-3000
>
FLOOD02236
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 6:23:50 PM
Creation date
10/4/2006 10:42:52 PM
Metadata
Fields
Template:
Floodplain Documents
County
Larimer
Community
Larimer County
Stream Name
Boxelder Creek
Basin
South Platte
Title
Floodplain Investigation for Boxelder Creek
Date
8/3/1978
Prepared For
Larimer County
Prepared By
Cornell Consulting
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.
/
76
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 />I <br />1 <br />1 <br />, <br /> <br />l <br />j <br />1 <br />j <br />1 <br /> <br />j <br /> <br />l <br />I <br /> <br />4 <br /> <br />" <br /> <br />:> <br /> <br />{'" hi':' ""1,, ."." ~.. " \I..' ~. ~ '. <br /> <br />"::"';t~ < A.C'.....,...":~';I::~ :::.__f.;J'.";.~~~';" <br /> <br />flood water inundation as the most cost-effective and <br />reasonable solution. Earthen fill to raise all of <br />Prospect Meadows above the ponded back-water elevation <br />would be in excess of 20,000 cubic yards of borrowed material. <br />The existing Greeley Water Main and Boxelder Sanitation <br />District Sewer facilities would both be affected by the <br />earthen fill. Additionally, on-site and acceptance of off- <br />site local drainage would both be altered in a significant <br />manner by filling and altering the natural (0.5 to 0.7 <br />percent) slope of the property. <br />If the earthen berm, as a part of an overall landscaping <br />scheme is approved, a "flap-gate" type structure will be <br />designed in the berm to provide positive release of.on-site <br />storm runoff while disallowing backing of flood waters from <br />Boxelder Creek onto the property. <br /> <br />IV. CONCLUSIONS <br />The concrete box culvert for Boxelder Creek under <br />Prospect Street has inadequate capacity to pass the 100-year <br />flood, and combined with the raised roadway profile of <br />Prospect Street and inadequate channel section downstream <br />creates a back-water condition upstream that inundates much <br />of the Prospect Meadows property. In fact, the obstruction <br />will cause inundation of existing homes and property westerly <br />of Prospect Meadows during major floods and force some of the <br />flow into the Cache La poudre River Basin further to the <br />west along Prospect Street. Consideration of that situation <br />should be given when improvements to Prospect Street are <br />planned in the future. <br />An earthen berm can be utilized as an attractive and <br />effective measure of protection to prevent ponding of major <br />flood flows on the Prospect Meadows property, with a minimal <br />affect on the adjacent floodplain characteristics. <br />As a result of our investigation findings, we feel that <br />the plan for Prospect Meadows should be approved and detailed <br />
The URL can be used to link to this page
Your browser does not support the video tag.