My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PROJ01869
CWCB
>
Loan Projects
>
Backfile
>
2001-3000
>
PROJ01869
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2009 11:03:49 AM
Creation date
4/9/2007 2:52:24 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
FS0065FX
Contractor Name
Greeley and Loveland Irrigation Company
Contract Type
Loan
Water District
0
County
Larimer
Loan Projects - Doc Type
Approval Letter
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
20
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 />Greeley and Loveland lnigallon Company <br />January 22-23, 2003 <br /> <br />Agenda Item 19c <br /> <br />Water Project Construction Loan Program-Project Data <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: Agricultural/Municipal AVer. Delivery: 37,812 acre-feet <br /> <br />CWCS 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. GlIC 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-feet. The GLlC is applying for a $1.000,000 <br />Small Project Loan from the Construction Fund to replace the existing 10w~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 microtunneling technology. Downstream of the embankment, the <br />steel pipe would transition into 1600 feet of 48- reinforced concrete pipe (RCP), discharging into a <br />stilling basin 200 feet upstream of U.S. Highway 34. <br /> <br /> <br />. <br /> <br />} <br /> <br />ifJ i <br />'~ <br />, <br />_J' <br />, <br />, <br />, <br />, <br />, <br />" <br />" <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br /> <br />, ' <br />, <br />, <br />, <br />. <br />, <br />, <br />. <br />, <br />'- <br /> <br />" <br /> <br />f82/. <br />( / ~~ <br />/ ~.q <br /> <br />. <br /> <br />'l.~. <br />. <br />. <br /> <br />~lTnt: <br />~ <br /> <br />Location Map <br /> <br />Page 7 of 7 <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.