2019 Hydraulic Assessment of Water Supply and Distribution System at Ainslie Hill Residential Subdivision | Town of Georgina, ON, Canada

This project is to conduct a hydraulic assessment of the proposed watermain network and booster pumping station (BPS) requirements for the proposed Ainslie Hill Residential Subdivision.

Ainslie Hill Residential Subdivision, Town of Georgina is currently envisioned that the originally contemplated BPS to service these lands may be deferred to subsequent phase(s) of the development project. Given this shift in direction, as well as to address comments received on the original analysis, this report has been developed to provide the detailed hydraulic analyses with the following three considerations:

  • Phase I Development without BPS
  • Phase I & II Development with BPS
  • Future Scenario of Phase I Development without BPS

Figure 1: Location Plan.

 

Figure 2: Combined InfoWater Model (red represents the system in Ainslie Hill Development).

Figure 3: Various Schematics of Ainslie Hill Phases developments (Schemes #1 and #3, Scheme #2a, and Scheme #2b)

Table 1: Hydraulic analysis scenarios descriptions.


   

Figure 4: Hydraulic analysis scenarios applied in Town’s InfoWater model

 

Figure 5: Resulting pressures (psi) under MDD conditions for Phases I & II developments with BPS and PRVs (Scenario 7)


Location: Georgina, ON, Canada

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