LOGAN & NORTHERN CANAL PIPING & PRESSURIZATION PROJECT
07/08/2016 Construction Update
06/08/2016 Construction Update
06/03/2016 Construction Update
05/26/2016 Construction Update
05/18/2016 Construction Update
05/12/2016 Construction Update
05/04/2016 Construction Update
04/27/2016 Construction Update
04/20/2016 Construction Update
04/18/2016 Construction Update
04/08/2016 Construction Update
03/31/2016 Construction Update
03/24/2016 Construction Update
03/17/2016 Construction Update
03/10/2016 Construction Update
03/04/2016 Construction Update
02/26/2016 Construction Update
02/22/2016 Construction Update
02/19/2016 Construction Update
02/16/2016 Construction Update
02/05/2016 Construction Update
01/22/2016 Construction Update
01/14/2016 Construction Update
01/07/2016 Construction Update
12/18/2015 Construction Update
12/03/2015 Construction Update
11/19/2015 Construction Update
11/06/2015 Construction Update
11/02/2015 Construction Update
10/23/2015 Construction Update
10/09/2015 Construction Update
Draft Environmental Assessment
LNCPPP Fact Sheet - April 215 (Introduction, Features, Benefits, Schedule, Funding, Shareholder Involvement)
Construction Progress Reports
Will there be public input on the project?
What is the project schedule?
I am an irrigation water shareholder. How will my irrigation schedule be affected by construction?
Project limits include the area within the Logan and Northern Canal prescriptive easement between 1500 North in North Logan and 4400 North, just north of Hyde Park. Click here to view a map of the project area (Click here for a lower resolution Map).
An Environmental Assessment (EA) is underway for the project. A 30-day public comment period is part of the process.
Project design will be completed from fall 2014 through spring 2015, with construction planned for fall 2015 through spring 2016.
To facilitate construction, irrigation flows may be terminated by Oct. 1, 2015 and are expected to resume in late spring 2016 in time for the irrigation season.
The project is funded through a loan from the Division of Water Resources and a $1 million grant from the Bureau of Reclamation.
Shareholders will be responsible for loan repayment to the Division of Water Resources.
The project consists primarily of solid wall fused High Density Polyethylene Pipe (HDPE) buried in the west bank of the canal. Metered turnouts will provide pressurized irrigation to shareholders.
Most construction activities will be confined to existing canal easements. The project team is evaluating possible impacts to existing landscaping within canal right-of-way, easements and adjacent private property. Compensation or in-kind replacements will be provided to property owners for landscaping impacts on private property. Foliage and other vertical obstructions on the edge of the canal within the easement will be removed for installation of the irrigation pipeline. The project team will coordinate with property owners prior to any removals. Following construction, disturbed areas will then be largely re-vegetated with native grasses except in areas where adjacent property owners wish to place turf grass, sod or other flat improvements that will not inhibit the access, operation and maintenance of the canal. For more detailed information on project landscape restoration guidelines, check back on this website for further information. Typical Section Trimming Section
What does the canal company’s prescriptive easement entail? Why the prescriptive easement is there and where is it located?
Irrigation canals have served farmers and other irrigators in Cache Valley for over 100 years. The legal right to own and use the underlying land for canal operations has been acquired by prescriptive use under Utah law, and entails the inherent legal right to use the adjoining land as is necessary to maintain, repair and replace the canals. The prescriptive easement width varies along the canal corridor. The width of the easement is sufficient to operate and maintain the facilities with standard equipment. Please refer to the Canal Easement Legal Summary.
Pipeline installation will be completed by an experienced contractor with third party oversight per current construction standards and requirements. The pipeline will be adequately designed to hold operating pressures. It will consist of HDPE material that has been tested and is regularly used for pressurized pipe applications. Insurance requirements must be determined by individual homeowners’ policy providers.
No trail additions or improvements are planned with the project. Local municipalities may consider trails in the future as separate projects.
Yes, the existing channel will remain intact for storm water conveyance, but may be modified in some areas.
The project will provide shareholder turnouts at existing turnouts, or combined turnouts where feasible with a shutoff valve, meter and connection to existing lateral piping. It is the responsibility of lateral owners to ensure water delivery with the increased pressure provided by the project.
An alternative turnout for gravity flow can be installed if approved by Cache Highline Water Association (CHWA).
The project team is respectful of private property rights and intends to coordinate individually with each affected landowner who will be impacted outside the easement to minimize potential property impacts. Consistent with state law, existing property owners retain land ownership while the canal company maintains a prescriptive easement within the canal corridor. The easement provides the impetus for the canal operators to safely and efficiently deliver water to shareholders, including improvements to the system. The LNCPPP project team desires to work in partnership with landowners to complete the improvements.
CHWA, Cache County and the Cities of North Logan and Hyde Park will be responsible for the maintenance and care of the storm water channel.
To see what is planned for your individual turnout, click on the overview map, find your location on the map and click there. The link will take you to an aerial overview of your property and turnout location.
Existing turnouts will be typically replaced with a pressurized turnout as shown in the Pressure Turnout illustration. Where circumstances allow, turnouts in close proximity may be combined and a pipe with lateral valves will be installed as shown in the Pressure Turnout with Multiple Users illustration.
Where existing gravity ditches are used, an energy dissipation box may be installed on the turnout to allow the water to be used to serve the shareholder. Special approval from the board will be necessary for this type of turnout to be installed.
The channel will not be piped with this project. The municipalities will determine if the open channel will be improved or piped for storm water purposes. Any improvements to the channel will be at the municipality’s expense.
CHWA is coordinating with the cities to drain storm water and spring water from the open channel at conducive locations to prevent stagnant water..