Parsed SWM report

152 Wilson Street

Proposed 6 Storey Retirement Residences at 152 Wilson Street · Redevelopment · 2021-10-01

Consultant: The Odan/Detech Group Inc. Model: VisualOTTHYMO Revision: Revised: October 2021
Credit scorecard — Oakville 2026 bylaw

Each category awards a maximum percentage of the annual stormwater charge as credit. Evidence is extracted directly from the source PDF — no manual review.

Enhanced SWM (≥80% TSS)
Provincial Enhanced — exceeds Oakville minimums
50%
Normal SWM (≥70% TSS)
Provincial Normal — meets baseline — not documented
0%
Basic SWM (≥60% TSS)
Provincial Basic — meets minimum — not documented
0%
Net credit
Up to 50% for non-residential with SWM exceeding minimum design standards
50%
Pre vs post peak discharge
Storm eventPre-dev (L/s)Post-dev (L/s)Δ
5-yr186101−46%
100-yr334182−46%
Stormwater controls (4)
OtherRooftop Storage (Controlled)
Surface area0.334 ha
Outletweir

Rooftop area 3340 m2, 12 weirs; stage-storage relationship provided; max head 0.15m, max volume 250.5 m3, max discharge 26.93 L/s

Oil-grit separatorHydroStorm HS 4 OGS

Certified to provide 89% annual TSS removal

SwaleGrassed Swale

Grassed swale with perforated pipe providing 80% TSS removal; located at north side of site

InfiltrationPermeable Pavers with Storage Bed

Permeable pavers with storage bed at walkway/outdoor dining areas (north side and Kerr Street); 80% TSS removal

Best management practices (7)
Rooftop Storage ControlHydroStorm HS 4 Oil/Grit SeparatorGrassed Swale (with Perforated Pipe)Permeable Pavers with Storage BedSilt FenceSediment SocksEntrance Mud Mat
Site characteristics & report metadata
ProjectProposed 6 Storey Retirement Residences at 152 Wilson Street
Project typeRedevelopment
DeveloperSpruce Partners
Existing land usecommercial
Proposed land usesenior care / retirement residential
Site area0.72 ha
TSS removal target89%
Allowable release rate186.0 L/s
Quality control methodoil-grit separator (HydroStorm HS 4), grassed swale with perforated pipe, permeable pavers with storage bed, rooftop flow treated as clean
Extraction audit
Confidence: medium Completeness: 79% Source: 51-page PDF Extractor: PARCELFLOW v1 Validation: review recommended

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.