170 & 180 Columbia Street West Functional Servicing & Stormwater Management Report · Redevelopment · 2025-04-18
Each category awards a maximum percentage of the annual stormwater charge as credit. Evidence is extracted directly from the source PDF — no manual review.
| Storm event | Pre-dev (L/s) | Post-dev (L/s) | Δ |
|---|---|---|---|
| 2-yr | 84.56 | 123.7 | +46% |
| 5-yr | 113.54 | 171.86 | +51% |
| 25-yr | 159.04 | 246.94 | +55% |
| 100-yr | 206.41 | 324.53 | +57% |
Required storage volume to meet 100-year peak flow control for East Lands; 42 m3 for 2-yr, 65 m3 for 5-yr, 102 m3 for 25-yr, 138 m3 for 100-yr
Required storage volume to meet 100-year peak flow control for West Lands; 16 m3 for 2-yr, 26 m3 for 5-yr, 42 m3 for 25-yr, 58 m3 for 100-yr
Zurn Z-105 Control-Flo drains at 0.38 L/s per 35 mm head; max ponding depth 0.15 m; storage area ~70% of rooftop
To be positioned between the building and Columbia Street property line; provides 70% TSS removal for Normal Level of Protection
How to read this page. Every value above was extracted from the source PDF by the PARCELFLOW report parser, which combines a layout-robust template detector with a validated extraction stage tuned to Ontario Functional Servicing and Stormwater Management reports. The four-category scorecard maps the parsed evidence onto Mississauga's credit bylaw. Numbers are estimates — engineering review still required before submitting a formal credit application to the City.