My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
C150302 approval ltr
CWCB
>
Loan Projects
>
DayForward
>
1001-2000
>
C150302 approval ltr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/10/2011 10:08:52 AM
Creation date
12/30/2009 11:09:39 AM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C150302
Contractor Name
WRCC, Inc.
Contract Type
Loan
County
Larimer
Weld
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.
/
13
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
WRCC, Inc. - Loan Increase <br />January 14, 2011 (Updated February 3, 2011) <br />Page 2 of 3 <br />Background <br />Consent Agenda Item 3a <br />The Company owns six storage reservoirs and over 25 miles of supply ditches across Larimer and <br />Weld Counties in Colorado. The reservoirs are, Big Windsor Reservoir, Douglas Reservoir, <br />Reservoir #8, Annex Reservoir, Elder Reservoir and Cobb Lake. The Company provides irrigation <br />water to 55,000 acres of irrigated crops. <br />Cobb Lake is a 22,300 AF water supply reservoir located northeast of Fort Collins in Larimer <br />County. The Reservoir is supplied by the Poudre Valley Canal that diverts water directly from the <br />Cache la Poudre River. The existing inlet ditch is approximately 2,200 feet long and has cast-in- <br />place concrete structures that were constructed in the early 1900s. The inlet ditch has eroded <br />causing very steep ditch side slopes that are a safety concern. The inlet structures are subject to <br />failure which would make filling the Reservoir impossible. <br />Project Cost Increase <br />During the design phase of the project there was serious consideration of continuing the rip rap <br />design section throughout the entire length of the inlet canal at an estimated cost of $500,000. A <br />decision was made to evaluate the newly constructed inlet during operations and identify <br />r <br />deficiencies at that time. During the 2010 winter fill, it became apparent that an additional 650 feet <br />of channel needed $130,000 of rip rap to avoid erosion. The Company considered this to be a <br />successful outcome since it saved nearly $370,000 by evaluating the system after it performed. The <br />Company had approximately $75,000 of contingency dollars available in the original project <br />estimate, to address a part of the cost overrun. <br />Financial Analysis <br />This Table shows a summary of the financial aspects of the loan request. The Company has 938.5 <br />agricultural shareholders and 61.5 non-agricultural/middle income municipal shareholders; <br />therefore, a blended interest rate of 2.85% for a 30-year loan was used. <br />FINANCIAL SUMMARY <br />PROJECT/LOAN Prior Current <br />A roval A roval <br />Total Pro'ect Cost $1,433,000 $1,488,000 <br />CWCB Loan (90% of the Pro'ect cost) $1,289,000 $1,339,200 <br />CWCB Loan Includin 1% Service Fee) $1,301,890 $1,352,590 <br />CWCB Annual Loan Pa ent $65,140 $67,680 <br />CWCB Loan Obli ation (inc. debt reserve fundin ) $71,654 $74,440 <br />Annual Cost Per Share 1,000 shares $71.65 $74.44 <br />Current Assessments er share $375 $443* <br />Future Assessments er share $515 $518 <br />* The Company has a$1.3 million CWCB loan ($70,000 annual debt service) for <br />the Windsor Dam and Spillway Maintenance Project. Construction was completed <br />in November 2008 and repayment began December 1, 2010. <br />
The URL can be used to link to this page
Your browser does not support the video tag.