McCraney Street East — Parsed SWM Report

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 — not documented

—Normal SWM (≥70% TSS)

Provincial Normal — meets baseline — not documented

—Basic SWM (≥60% TSS)

Provincial Basic — meets minimum — not documented

Net credit

Up to 50% for non-residential with SWM exceeding minimum design standards

15%

Pre vs post peak discharge

Storm event	Pre-dev (L/s)	Post-dev (L/s)	Δ
100-yr	—	45.2	—

Stormwater controls (4)

Underground storageStorm Chamber

Outletorifice

100-yr HGL131.38 m

120mm orifice plate controls flow; sized to reduce 100-year post-development flows to 5-year pre-development levels; connected to 300mm diameter storm sewer to existing 1000mm storm sewer on McCraney Street East

Oil-grit separatorOGS Unit

Proposed upstream of storm chamber to treat runoff from driveway and parking lot

Rainwater harvesting / reuseCistern

Outletoverflow

Below ground cistern in parking lot; roof water collected for irrigation; overflow connected directly to storm chamber; equipped with two access hatches

InfiltrationBioswale

Outletother

Stormwater from landscaped areas on east side collected into bioswale to promote infiltration; single and double catchbasins serve as overflow discharged to storm chamber

Best management practices (4)

Storm ChamberOGS Unit (Oil-Grit Separator)Cistern (Rainwater Harvesting)Bioswale

Site characteristics & report metadata

ProjectMcCraney Street East, Block E, Plan M-172 - Functional Servicing Report

Project typeNew

DeveloperBRANTHAVEN MCCRANEY INC.

Existing land usevacant/disturbed

Proposed land useresidential apartment (9-storey, 221 units)

Site area1.42 ha

Allowable release rate47.0 L/s

Quality control methodoil-grit separator upstream of storm chamber; bioswale infiltration for landscaped areas

Extraction audit

Confidence: medium Completeness: 67% Source: 32-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.