Credit scorecard — Mississauga 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.
—Peak Flow
discharge reduction — not documented
0%
✓Water Quality
BMP present, TSS % not stated
30%
—Runoff Volume
water-balance capture (2%/mm) — not documented
0%
—Operations
combinable O&A sub-credits — not documented
0%
Net credit
Capped at 50% of annual stormwater charge
10%
Pre vs post peak discharge
No quantified pre-vs-post hydraulic events extracted.
Stormwater controls (4)
Underground storageStormwater Detention Tank / Box Culvert
Storage volume288.0 m³
Outletorifice
Outlet invert127.95 m
Box culvert: Length=40.00m, Width=3.00m, Height=2.40m, Invert=127.95m. 175mm orifice plate at downstream MH. Controls flow to pre-development levels up to 100yr event.
Rainwater harvesting / reuseRe-use Cistern
Storage volume61.5 m³
Outletoverflow
Roof drainage captured in water re-use tank within P1; overflow directed to stormwater detention tank.
Oil-grit separatorOGS / Water Quality Unit (EFO4-MH2)
Outletpipe
Outlet invert128.65 m
At-grade surface drainage directed through water quality unit prior to discharge to stormwater detention tank. OGS referenced as EFO4-MH2 on drawings, 1200mm diameter.
SwaleExisting Swale (Region of Peel Drainage Easement)
Existing swale within 9.14m wide Region of Peel overland flow easement on east side of site. Proposed swales at 2.0% grade shown on grading plan.
Best management practices (5)
Stormwater detention tank (underground box culvert)Water re-use cistern (rainwater harvesting)Oil-grit separator / water quality unitSwale175mm orifice plate flow control
Site characteristics & report metadata
Project1785 Bloor Street Residential Development
Project typeRedevelopment
Developer1785 Bloor Holdings Inc.
Existing land useresidential (10-storey apartment building with surface parking)
Proposed land useresidential (14-storey apartment building with underground parking)
Site area1.20 ha
Quality control methodoil-grit separator (water quality unit) prior to discharge to stormwater detention tank; roof drainage to rainwater re-use cistern
Extraction audit
Confidence: medium
Completeness: 54%
Source: 37-page PDF
Extractor: PARCELFLOW v1
Validation: review recommended
Source PDF: OPA-OZ-22-14-W3-Functional-Servicing-Report-December-2023.pdf (37 pages)
Open source PDF →
Starter package
Download credit application package »
10-page PDF: pre-filled Form 2703, starter P.Eng report skeleton, submission checklist. Engineer reviews, adds site inspection + O&M plan, certifies + submits.
Download PDF »
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.