Water, Sewage & Effluent September October 2018 | Seite 19

The project was under way at the time of writing and work had started with the tie-ins, Kleynhans explains. “We first had to lay the pipelines in parallel and then we connect the new one right at the pump station, with both the old and the new pipelines ‘live’. Thereafter, every upstream connection is tied in from the old pipe to the new pipe. Once the connections are completed, the old 3 800m, DN 800 asbestos cement sewer pipeline is decommissioned entirely.” The old pipe then remains in the ground, Kleynhans explains. “Where we have the pipe going underneath existing roads, because we are concerned about traffic load, those sections are grouted up to ensure that the pipe doesn’t collapse structurally over time. The section that is in an open field is about one-metre deep and does not have any traffic load; therefore, grouting is not necessary. We do, however, seal up the manholes to mitigate the risk of people falling into the holes where covers have been vandalised or removed.” In a contract comprising so many elements, challenges are inevitable. John Reed, contracts manager for Construction of MH38 on the DN 1200 diameter pipeline along Macassar Road. Water Sewage & Effluent September/October 2018 17