My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PROJ00187
CWCB
>
Loan Projects
>
Backfile
>
1-1000
>
PROJ00187
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2009 11:02:52 AM
Creation date
10/5/2006 11:42:25 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153385
Contractor Name
North Poudre Irrigation Company
Contract Type
Loan
Water District
3
County
Larimer
Bill Number
SB 82-87
Loan Projects - Doc Type
Feasibility Study
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
98
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 />(3) Fish and Wildlife: Fossil Creek Reservoir is not <br />presently a production fishery, but is a very excellent <br />area for water fowl. The extensive shoreline provides <br />refuge for vast numbers of ducks, geese and other fowl. <br /> <br />(4) Recreation: The use of the reservoir area for recreation <br />has been recently increasing, including boating, <br />camping and water skiing. <br /> <br />(5) Water quality control: The facility does not <br />contribute to the degradation of water quality, and <br />substantially improves water quality on the river by <br />receiving effluent from sewage treatment plants. <br /> <br />(6) Drainage: The reservoir is on Fossil Creek and does <br />not return water to the natural stream. It receives <br />runoff from approximately twenty-eight square miles <br />of drainage basin. <br /> <br />b. Geologic investigations. The dam foundation is based on <br />Pierre Shale which varies from dense shales to medium sandstones. <br />No known active faults are adjacent. <br /> <br />Extensive soils tests have been performed on the <br />overburden of sandy clays, clays, and clay sands. <br /> <br />The preliminary report dated April 1981, prepared by <br />BRUNS Incorporated includes soils reports completed by Empire <br />Laboratories of both the spillway area and potential borrow <br />area. In addition, in 1975, the existing embankment and foundation <br />areas were drilled and tested. A copy of that report in included <br />as Appendix "B" to this report. <br /> <br />c. Design. <br />improvements <br />references: <br /> <br />The design criteria used to establish the proposed <br />to this reservoir were taken from the following <br /> <br />1. Design of Small Dams; Bureau of Reclamation <br /> <br />2. Colorado State Engineer's Office <br /> <br />3. Generally accepted practices in the profession. <br /> <br />The normal high water line of the reservoir was established <br />at 35.5 feet gage rod, as measured from the highest point in the <br />invert of the outlet works to restore the high water line to the <br />original decreed depth. This decree allows for storage of <br />13,597 acre-feet of water. <br /> <br />The spillway of the structure was designed for the Probable <br />Maximum Precipitation Inflow Design Flood. This was established <br /> <br />-15- <br /> <br />. <br />
The URL can be used to link to this page
Your browser does not support the video tag.