Heijmans Beton- en Waterbouw asked DVA to carry out the design calculations for the pumping station to record the main force effect in the main structures as a result of the loads that occur.
After it appeared that a significant proportion of the prefabricated poles had been damaged, DVA was asked to draw up a repair plan for the main contractor in a short space of time at little extra cost. The plan provided for the replacement of the foundation piles, which were no longer usable, by a double sheet piling profile.