My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
C153804 Feasibility Study
CWCB
>
Loan Projects
>
Backfile
>
1-1000
>
C153804 Feasibility Study
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/22/2011 3:26:42 PM
Creation date
10/5/2006 11:51:55 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153804
Contractor Name
Left Hand Ditch Company
Contract Type
Loan
Water District
5
County
Boulder
Bill Number
HB 95-1155
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.
/
145
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 />II <br /> <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 />Executive Summary <br /> <br />In response to an order from the State Engineer's Office the Left Hand Ditch Company is <br /> <br /> <br />seeking to make certain modifications to the dams at Left Hand Valley Reservoir to increase the <br /> <br /> <br />spillway capacity. The Company is seeking funding from the CWCB for a portion of the <br /> <br /> <br />construction costs associated with the improvements. This feasibility study examines the <br /> <br /> <br />feasibility of one non-structural and seven structural alternatives and demonstrates the technical, <br /> <br /> <br />financial and institutional feasibility of constructing a new stepped roller compacted concrete <br /> <br /> <br />spillway over the north dam of the reservoir. <br /> <br />The spillway will be constructed over the north dam forming the reservoir and will have <br />a 95 foot crest width converging to a 70 foot stilling basin at the bottom of the 2.25:1 slope. The <br />existing spillway will remain in place providing capacity for storms up to I in 100 years <br />recurrence interval. The new spillway will have a fuse plug section constructed on its crest to be <br />overtopped during storms of greater than I in 100 year recurrence intervals. In concert the two <br />spillways will provide a total capacity of 11,025 cfs, sufficient to pass the runoff from a storm <br />equal to 75 percent of the Probable Maximum Precipitation without overtopping the dams. <br /> <br />The construction cost estimate for the new spillway, including construction engineering <br />and contingencies, is $490,400. The Company will finance 75 percent of the construction cost <br />through a construction fund loan from the CWeB and will finance the remaining 25 percent of <br />the construction cost through a bank loan. Assessments charged to the shareholders of the <br />Company will provide the funds necessary to repay the loans. Assessments were increased from <br />$5.00 per share to $7.50 per share for 1994 in anticipation of this project. Assessments will <br />further be increased from $7.50 per share to $8.00 or more per share to fund the repayment <br />beginning in 1995. Construction will begin in September 1995 with completion in <br />approximately six to eight weeks. <br />
The URL can be used to link to this page
Your browser does not support the video tag.