Draft Plan of Subdivision - ARGO Neyagawa · Subdivision · 2023-12-01
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 24-hr | — | 0.021 | — |
| 5-yr 24-hr | — | 0.053 | — |
| 10-yr 24-hr | — | 0.08 | — |
| 25-yr 24-hr | — | 0.116 | — |
| 50-yr 24-hr | — | 0.139 | — |
| 100-yr 24-hr | — | 0.163 | — |
| Custom 2-yr 25Mm | — | 0.011 | — |
Primary outlet: 115mm vertical orifice/grate at invert 177.250m, C=0.600. Secondary outlet (weir): invert 177.850m, user-defined rating curve. Pond located in southwest corner of development. Discharges to future extension of Fourth Line storm sewer. Retaining walls along north and east sides. Available storage = 11,653.0 m3.
Infiltration referenced in Section 5.5 of report as a stormwater management measure.
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.