We are considering the installation of an estuarial outfall across some 50m of mud flats. We are in the process of obtaining SI information for the area. We have been asked by EA to provide details of method of working (plant, trenching method, working times with tides etc). Does anybody have any experience of this type of work or able to give any useful advice.
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Estuarial Outfall
- Thread starter KParkes
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