My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PROJC02293 (2)
CWCB
>
Loan Projects
>
DayForward
>
0001-1000
>
PROJC02293 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/8/2015 2:17:41 PM
Creation date
2/2/2009 11:12:28 AM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C150281
Contractor Name
Water Supply and Storage Company
Contract Type
Loan
Water District
0
County
Larimer
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.
/
80
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
further into the mountainside. Because of the steepness of the terrain, the contractor will have to deal <br />with the need to scale the loose material above the ditch and provide protection for his workers and <br />equipment along the ditch itself. This alternative would allow the ditch to operate normally through the <br />high springtime runoff period without disruption. The third pipe can be installed while the ditch is <br />operating without disturbing normal operations, with the exception of a two week period near the end <br />of construction. At that time the flow in the ditch will have dropped to a small fraction of its peak. The <br />contractor will then build the head walls at either end of the new pipe and put the new pipe in service. <br />4. Plate Arch wipe. The last alternative is the removal and replacement of the two pipes installed <br />in 2003 with a larger, single pre-fabricated corrugated, galvanized steel plate arch pipe. The existing <br />pipes would be removed and the new plate arch pipe would be assembled on site in the same location. <br />The plate arch pipe installation would not require widening of the existing excavation or the rock bench <br />upon which the existing pipes rest. The advantages of this installation include the removal of the <br />inherent obstruction in the center of the ditch which exists with multiple pipes versus a single pipe, <br />reducing the chance of floating trees or other debris hanging up at the mouth (inlet) of the pipe(s). This <br />alternative is somewhat more expensive than Alternative 3, we estimate, and will cause a more <br />significant disruption in 2009 ditch operation, also compared to Alternative 3. It may be necessary to <br />enter into an exchange agreement with NCWCD to avoid losing valuable water during the 2009 <br />construction season in order to deal with runoff water foregone during construction, if such an <br />agreement is possible at all. <br />Kluver Reservoir Outlet/Travis Road Embankment Project: <br />The Kluver Reservoir Outlet/Travis Road project is located in Larimer County at the intersection of Travis <br />Road, the inlet/outlet from Kluver Lake and the inlet to Reservoir #4. The site is accessible by turning east <br />from North Shields Ave. on Travis Road in North Fort Collins, Colorado. The site is in the northwest quarter <br />of Sec. 23, T8N, R69W of the 6th P.M. <br />Reservoir #4 and Kluver Reservoir are filled by a ditch which runs south from the outlet of Reservoir #3. <br />The ditch from Reservoir #3 feeds into another common ditch lying east and west between Kluver <br />Reservoir and Reservoir #4. That common ditch serves as inlet for Reservoir #4 as well as both inlet and <br />outlet for Kluver Reservoir. <br />Travis Road runs east from Shields Avenue along the southern shore of Kluver Reservoir then turns <br />north and lies between Kluver Reservoir and Reservoir #4. Travis Road is a Larimer County road <br />providing the sole access to homes along the north and east shore of Kluver Reservoir. <br />Travis Road was constructed over the common inlet/outlet ditch which runs between Kluver Reservoir <br />and Reservoir #4 in the 1950's. The road embankment has concrete retaining walls on either side at the <br />point the road crosses the common inlet/outlet ditch. There are two buried CMP's in and under the <br />road embankment to convey water back and forth between the reservoirs and head gates in the <br />retaining walls to divide and control the flows. <br />Those concrete retaining walls have failed or are about to fail, and the road surface has been partially <br />eroded and undermined. The Larimer County Road and Bridge Department has closed and abandoned <br />the road and constructed a temporary by-pass across the inlet/outlet ditch pending a final resolution. <br />WSSC - GRD at Windy Pt & Kluver/Travis Rd Projects 10 <br />December 2008 <br />
The URL can be used to link to this page
Your browser does not support the video tag.