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SayPro Diepsloot Youth Project Bulk Services and Supply Capacity
It is proposed that, due to the topography, the sewer for the northern portion of the property connect to the planned DN200/315 outfall at positions A & B as shown on Figure TG-S1 included as Annexure C4 of the Water and Sewer Services Report. The sewer from the southern side of the property will connect to the existing sewer reticulation system at position C as shown on Figure TG-S1 included as Annexure C4 of the Water and Sewer Services Report.
As indicated by GLC Consulting the future system analysis indicates that the existing system does not have the capacity to accommodate the proposed Diepsloot East Residential Development. The following upgrades are therefore required; refer to Figure TG-S1 included as Annexure C4 of the Water and Sewer Services Report:
- 3: Upgrade existing 250mm Ø outfall to 450mm Ø (820m);
- 4: Upgrade existing 300mm Ø outfall to 450mm Ø (900m);
- 1: Upgrade existing 150mm Ø outfall to 200mm Ø (approximately 415m);
- 2: Upgrade existing 150mm Ø outfall to 200mm Ø (272m).
At this stage it is also unclear whether the existing pump station at the Northern WWTW will be able to accommodate the additional 15 l/s from the proposed Diepsloot East Residential Development through connection point C. This will have to be investigated and confirmed.