Parsed SWM report

1515 Rebecca Street

South Oakville Centre Redevelopment · Redevelopment · 2019-12-01

Consultant: Husson Limited Engineer: Greg Rapp, P.Eng. P.Eng sealed Model: UNKNOWN
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-yr1,8281,774−3%
100-yr3,1943,099−3%
Stormwater controls (3)
Oil-grit separatorCDS 30-20 (existing, Catchment 103)

Existing CDS 30-20 OGS located at southwest corner of site. Catchment area 3.2ha, C=0.9. Provides 81.7% TSS removal for Catchment 103.

Oil-grit separatorCDS PMSU3035-6 (proposed, Catchment 101)

New OGS proposed at outlet for residential lands. Catchment area 2.89ha, C=0.85. Provides 81.5% TSS removal for Catchment 101. Treatment capacity 108 L/s.

Oil-grit separatorCDS PMSU2015-4 (proposed, Catchment 202)

New OGS proposed for new storm sewer system within Catchment 202. Catchment area 0.21ha, C=0.90. Provides 87.7% TSS removal. Treatment capacity 20 L/s.

Best management practices (6)
Oil/Grit Separator (CDS 30-20)Oil/Grit Separator (CDS PMSU3035-6)Oil/Grit Separator (CDS PMSU2015-4)Sediment control fenceGravel access padCatchbasin sediment control devices
Site characteristics & report metadata
ProjectSouth Oakville Centre Redevelopment
Project typeRedevelopment
DeveloperCalloway REIT (Hopedale) Inc.
Existing land usecommercial (shopping mall with parking)
Proposed land usemixed use (commercial, townhouse residential, retirement residence)
Site area8.55 ha
TSS removal target80%
Quality control methodoil/grit separators (existing CDS 30-20 and proposed CDS units for each catchment)
Extraction audit
Confidence: medium Completeness: 79% Source: 27-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.