My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD09514
CWCB
>
Floodplain Documents
>
Backfile
>
8001-9000
>
FLOOD09514
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 10:09:29 AM
Creation date
10/5/2006 4:25:43 AM
Metadata
Fields
Template:
Floodplain Documents
County
Grand
Community
Ouray Ranch
Stream Name
Colorado River
Basin
Colorado Mainstem
Title
Ouray Ranch Project Phase II Preliminary Plat
Date
12/13/1984
Prepared For
Grand County
Prepared By
RME
Floodplain - Doc Type
Educational/Technical/Reference Information
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
33
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 />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />-5- <br /> <br />G. ACCESS <br /> <br />Two means of access to the project are available. The <br />proposed Private Road will provide access from CR 620 <br />and from CR 627. The road is proposed to be a Private <br />Road, operated and maintained by the appropriate Home- <br />owner's Association, and an easement, rather than a <br />right-of-way, is provided on the plat. <br /> <br />H. DRAINAGE <br /> <br />The project is not directly affected by any major <br />through-site drainage flows. A copy of the general <br />drainage basin arrangement is attached as Appendix <br />'E'. There is a larger drainage way which crosses <br />under Highway 34 in a 42 inch CMP north of CR 627 and <br />flows through an open field toward CR 627. At this <br />point the normal flow direction fades, since only a 24 <br />inch CMP is provided under CR 627. The Spitzer High- <br />line Ditch appears to then intercept all flows south <br />of CR 627. Therefore, analysis of this drainage im- <br />pact is difficult. We feel that any flows which cross <br />the ditch would generally travel southerly and be in- <br />tercepted by the southern end of the Private Road. <br />We've provided 2ea - 24 inch CMP under this road to <br />handle normal runoff as well as possible overflows <br />from the basin above CR 627. <br /> <br />There is also a sizable hillside north of CR 627. <br />Drainage from this hillside does not cross CR 627 <br />through any culvert; a field review indicates this <br />probably overflows CR 627 near the east line of Phase <br />2 and thence travels southwesterly through the network <br />of irrigation feeders. We've recommended a drainage <br />easement along the east property line of Lot 6 to <br />allow bypassing of such flows. <br /> <br />Increased runoff caused by development will be negli- <br />gible. Theoretically, the 100yr runoff from all of <br />Phase 2 is estimated to increase from 4.69 cfs to 4.92 <br />cfs. These total flows consist of smaller flows leav- <br />ing the site at different locations; however, the <br />effect of increased runoff will be minimal. Required <br />runoff mitigation measures for this project consist of <br />the following: <br /> <br />1) Reclamation and seeding of the present disposal <br />area at the south end of Phase 2. <br /> <br />2) Seeding and mulching of roadside slopes and <br />ditches. <br /> <br />3) Use of gravel road and driveway surfaces <br />throughout. <br />
The URL can be used to link to this page
Your browser does not support the video tag.