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
TSS removal 88% (enhanced)
30%
✓Runoff Volume
water balance retains 5 mm on site (2% per mm, max 30% at 15 mm)
30%
✓Operations
BMPs + P.Eng present; sub-credit detection pending — full 20% requires explicit O&A items
20%
Net credit
Capped at 50% of annual stormwater charge
50%
Pre vs post peak discharge
| Storm event | Pre-dev (L/s) | Post-dev (L/s) | Δ |
| 2-yr | 29.1 | — | — |
| 5-yr | 39.1 | 73.6 | +88% |
| 10-yr | 48.2 | 90.6 | +88% |
| 25-yr | 60.9 | 114.5 | +88% |
| 50-yr | 74.2 | 139.4 | +88% |
| 100-yr | 85.5 | 78.6 | −8% |
Stormwater controls (4)
Underground storageGreenStorm Tank
Storage volume80.1 m³
Outletorifice
Outlet invert178.60 m
100-yr HGL180.10 m
Tank size 12.0 x 5.6m x 1.32m. Quantity control storage = 73.9 m3; infiltration storage = 6.23 m3; total = 80.13 m3. Controlled via 150mm dia. orifice tube. 100-yr storm elevation = 180.10m.
Oil-grit separatorStormceptor EFO4
Located at upstream STM Control MH for TSS removal.
SwaleBio-swales (west and east sides)
Two bio-swales on west and east sides of site, total area 398 m2. 25mm abstraction for water balance.
InfiltrationInfiltration via GreenStorm system
6.23 m3 stored in GreenStorm system to address water balance shortfall via additional infiltration.
Best management practices (6)
GreenStorm underground storage tankStormceptor EFO4 oil-grit separatorBio-swalesPermeable paversEnhanced landscaping (300mm absorbent soil)Infiltration
Site characteristics & report metadata
ProjectProposed 2-Storey Commercial/Office Building at 3650 Eglinton Avenue West
Project typeRedevelopment
Existing land useresidential (detached house)
Proposed land usecommercial/office
Site area0.42 ha
Impervious58% (pre) → 90% (post)
Water balance capture5.0 mm
TSS removal target88%
Allowable release rate78.6 L/s
Quality control methodStormceptor EFO4 oil-grit separator at upstream STM Control MH plus enhanced landscaping features and permeable pavers
Extraction audit
Confidence: high
Completeness: 100%
Source: 27-page PDF
Extractor: PARCELFLOW v1
Validation: passed
Source PDF: Functional-Servicing-and-Stormwater-Report-oz-25-15-w8.pdf (27 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.