My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
BOARD02097
CWCB
>
Board Meetings
>
Backfile
>
2001-3000
>
BOARD02097
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/16/2009 3:11:49 PM
Creation date
10/4/2006 7:10:11 AM
Metadata
Fields
Template:
Board Meetings
Board Meeting Date
1/27/2004
Description
CF Section - Design and Construction Status Report
Board Meetings - Doc Type
Memo
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 />Gr&eley anclLoveland lnigalion Company <br />January 22-23. 2003 <br /> <br />"- <br />, <br /> <br />AQenda /tern 19c: <br /> <br />Water Project Construction Loan Program.Prajset Data <br /> <br />. <br /> <br />Borrower. Greeley and Loveland Irrigation Co. County: Larimer <br /> <br />Project Name: Boyd Lake Low-level Outlet Project Type: Rehabilitation/Replacement <br /> <br />Drainage Basin: South Platte Water Source: Big Thompson River <br /> <br />Total Project Cost: $1,345,000 Funding Sources: CWCB, GLlC <br /> <br />Type of Borrower: AgricufturaVMunicipal AVer. Delivery: 37,812 acre-feet <br /> <br />CWCB Small Project Loan: $1,000,000 <br /> <br />Interest Rate: 3.25% <br /> <br />Term: 30 years <br /> <br />The Greeley and Loveland Irrigation Company (GLlC), and its sister company the Seven Lakes <br />Irrigation Company, own and operate an extensive system of reservoirs and canals in the Loveland <br />and Greeley area. GLlC owns Boyd Lake, the largest reservoir in the GLlC system, with a surface <br />area of 1,750 acres and a capacity of 48,874 acre-feel. The GLlC is applying for a $1,000,000 <br />Small Project Loan from the Construction Fund to replace the existing low-level outlet works at the <br />Boyd lake Dam. The existing outlet works is in poor structural condition, and deficiencies include <br />significant cracking. holes and leaks, and substantial sediment accumulation. Downstream of the. <br />embankment the existing pipe is collapsing in some areas. The proposed low-level outlet works will <br />consist of 300 feet of 48- diameter concrete mortar-lined (CML) steel through the dam . <br />embankment, and will be controlled by a 48- sluice gate, located in a gate chamber. The 50 feet of <br />CML steel pipe leading into the chamber will be encased in concrete, and the remaining 250 feet of <br />CML steel pipe installed using microtunnellng technology. Downstream of the embankment. the <br />steel pipe would transition Into 1600 feet of 48- reinforced concrete pipe (RCP), discharging into a <br />stiUing basin 200 feet upstream of U.S. Highway 34. <br /> <br /> <br />------- <br /> <br />I <br />'\ I l <br />.....-----........~ r <br />, <br /> <br />. i <br />'" <br />:.~ <br />~\ ~ <br /> <br />. <br /> <br />R <br /> <br />-- <br /> <br />. <br />. <br /> <br />--I <br />, <br /> <br />~ <br />, <br /> <br />, <br /> <br /> <br />. <br /> <br />Location Map <br />
The URL can be used to link to this page
Your browser does not support the video tag.