221-225 John Street South & 70-78 Young Street Mixed Use Development · Redevelopment · 2018-06-29
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 | 92 | 92 | +0% |
| 5-yr | 127.9 | 92 | −28% |
| 10-yr | 151.8 | 92 | −39% |
| 25-yr | 181.4 | 92 | −49% |
| 50-yr | 204.4 | 92 | −55% |
| 100-yr | 225.7 | 92 | −59% |
Stormwater holding tank with flow control device; minimum 106.6 m3 required for 100-year storm; allowable release rate 92.0 L/s (2-year pre-development flow); details to be confirmed at Site Plan Application stage
Required for driveway/parking areas exposed to oil and grit; sizing details to be provided at Site Plan Application stage
Building rooftop/terraces provide Level 1 water quality control; green roof areas shown on post-development drainage area plan DAP-2
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.