My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
C150339 Feasibility
CWCB
>
Loan Projects
>
DayForward
>
3001-4000
>
C150339 Feasibility
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/16/2013 11:37:09 AM
Creation date
10/10/2012 8:04:16 AM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C150339
Contractor Name
Fort Morgan Reservoir and Irrigation Company
Contract Type
Loan
Water District
1
County
Morgan
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.
/
46
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
CWCB Construction Fund Loan Application <br />PART A #4. Please provide a brief description of the owner's existing water supply facilities <br />and describe any existing operational or maintenance problems. Attach separate sheets if <br />needed, and a map of the service area <br />The Fort Morgan Reservoir and Irrigation Company diverts water from the south side of the <br />South Platte River for both irrigation and augmentation purposes. Water deliveries are made <br />through the Fort Morgan Canal to recharge sites and irrigation of lands lying south of the South <br />Platte River between the towns of Weldona and Brush, Colorado. FMRICo delivers irrigation <br />water to approximately 15,000 acres of irrigated land and also operates a recharge and <br />augmentation plan that provides augmentation water for approximately 90 wells used for <br />agricultural irrigation. In addition to many farmers, shareholders include the City of Fort Morgan, <br />the City of Brush, Western Sugar Cooperative and XCEL Energy. <br />One of the major concerns of the existing river diversion structure is its age. It was installed in the <br />early 1900's and was repaired in 1987. <br />The river diversion consists of a board system to block off the river flow and divert the flow into the <br />ditch. A major operational drawback of the current structure is the inability of FMRICo to remove <br />diversion boards down to the floor of the structure, which results in a build -up of sand in front of the <br />boards and the ditch intake headgates. The diversion structure has lost its effectiveness due to the large <br />amount of sand that has accumulated upstream of the diversion. The c uffm structure cannot be <br />operated in a manner to reduce the sand upstream of the intake gates. The sand bar causes excessive <br />amounts of sand to be drawn into the ditch. This problem will continue to occur unless the river <br />diversion is changed. There is also a problem with debris, mainly trees, hanging up on the structure <br />and causing continual maintenance issues. <br />PART B #5. Please provide a brief narrative description of the proposed project induding <br />purpose. need, facilities type of water uses to be served and sernce area <br />The FMRICo river diversion structure is very old and has lost it effectiveness. The proposed <br />project is to replace 100' of the cement river structure and also the ditch intake headgates with <br />Obemeyer bladder gates. <br />The ditch is used for the Company's decreed direct flow irrigation water and is also used to divert <br />water to numerous augmentation sites under the FMRICo system. <br />
The URL can be used to link to this page
Your browser does not support the video tag.