The Present Assignment Concerns The Construction Of A Separate Sewerage System In Part Of The Kasteelbrakelsesteenweg, The Trompstraat And The Blekerijstraat. The Dwa Leadership Starts At Kasteelbrakelsesteenweg 534, Follows The Slope Of The Site And Runs To Trompstraat. In Tompstraat, 2 Side Streets Connect To The Dwa System. The Wastewater Flows To The Existing Pumping Station At The Intersection Of Blekerijstraat And Dokter Spitaelslaan. An Existing Pipeline Runs Through Grasslands Between Kasteelbrakelsesteenweg And Trompstraat No. 33. This Will Be Relined And Connected To The New Dwa Pipeline In Trompstraat. The Rwa Management Also Takes Care Of Kasteelbrakelsesteenweg 534. The Rwa Follows The Terrain Slope. In Trompstraat The Villersbeek Is Connected To The Rwa. Further On, The Flow Of The Villersbeek Is Diverted Via A Pinch To The Open Bed Near Lot 83. A Canal In Blekerijstraat Is Being Reprofiled To Buffer Rainwater And Allow It To Infiltrate. Given The Narrow Streets, A Grout Screen Will Have To Be Constructed Across The Route. To Install The Sewerage System, The Current Road Surface Will Be Completely Demolished And Restored To Its Original Condition, Except For The Current Road Widths And Appurtenances.
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