1629 Main Street West - Functional Servicing & Stormwater Management Report · Redevelopment · 2020-10-21
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 (m3/s) | Post-dev (m3/s) | Δ |
|---|---|---|---|
| 2-yr | 0.13 | — | — |
| 100-yr | — | 0.127 | — |
Cistern located within proposed building. Orifice plate (210mm diameter) on downstream manhole. Controls 100-year post-development peak flows to 2-year pre-development rate of 0.130 m3/s. Peak outflow 0.127 m3/s at maximum level of 1.881 m.
Green roof areas shown on Level 4 of the building in site plan drawings.
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.