CASE STUDY
ARLA DAIRY RIVER
WALL REPAIR
Heavy rain and high river levels have caused this river wall to collapse on multiple occasions. The wall forms part of the Arla Dairy boundary, protecting the dairy site from flooding from the very highest river levels.
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CLIENT: ARLA DAIRIES
VALUE:
£0.7M
LOCATION:
SETTLE, NORTH YORKSHIRE
CONTRACT PERIOD:
VARIOUS PHASES
CONTRACT TYPE:
BESPOKE
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STUDY
ARLA DAIRY RIVER WALL REPAIR
ARLA DAIRY RIVER WALL REPAIR
BACKGROUND
Heavy rain and high river levels have caused this river wall to collapse on multiple occasions. The wall forms part of the Arla Dairy boundary, protecting the dairy site from flooding from the very highest river levels.
Howard Civil Engineering was initially called upon to talk through a solution in 2017 and proposed the use of precast ‘L’ shaped retaining wall sections (for speed) clad with locally sourced stone. The unaffected sections to the side of the failure were reinforced with soil nails.
Works for the first repair were set for late summer 2017.
The works commenced in August 2017, but were hampered by heavy rain causing river levels to rise and fall by over 2m at times. In September of 2017, disaster struck when storms caused the river level to rise over 2m for a long period of time. The speed of the river caused deep scouring at the base of the wall and a further section of the wall collapsed. With more bad weather approaching it was decided to install a temporary bank reinforcement to protect the dairy site over the winter and return early next summer.
The long dry summer of 2018 enabled us to finally complete the work. The team kept going, overcoming the challenges of working within a river with volatile river level history and adapted working methods to meet the challenges.
In the summers of 2020 and 2021, Howard Civil Engineering was called upon to repair different sections of the wall which had collapsed into the River Ribble. We excavated the wall, formed a dam, and cast a concrete base. Pree-cast concrete walls were then placed on top before cladding with a mixture of new and recovered stone.
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SCOPE OF WORK
Wall
Total of 30m long stretch of wall, 5m high
Design and construct
Design and construct solution
Method statements
Approval of method statements by the Environmental Agency to satisfy working within the river together with the salmon spawning season
Fish rescue plan
Fish rescue plan prior to dam installation and during dam pumping out
Work
Working within a constrained area within working milk processing site
Diversion of power cables
Diversion of power cables to rear of wall and protection of service trench to rear of wall
Cofferdam
Installation of an Environmental Agency-approved temporary cofferdam. Sand filled aggregate bags with a plastic lining
Reinforced concrete foundation
Reinforced concrete foundation
Retaining wall
Precast ‘L’ shaped retaining wall sections
Stone cladding
Stone cladding to tie in with existing sections
Wall base
Placement of boulders to base of wall to prevent further scouring
FEATURED CASE STUDIES
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