Parsed SWM report

3650 Eglinton Avenue West

Proposed 2-Storey Commercial/Office Building at 3650 Eglinton Avenue West · Redevelopment · 2023-12-11

Consultant: NexTrans Consulting Engineers (A Division of NextEng Consulting Group Inc.) Engineer: Wendy Li, P.Eng. and Ghansham Ramnath, P.Eng. P.Eng sealed Model: UNKNOWN Revision: DRAFT
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 eventPre-dev (L/s)Post-dev (L/s)Δ
2-yr29.1
5-yr39.173.6+88%
10-yr48.290.6+88%
25-yr60.9114.5+88%
50-yr74.2139.4+88%
100-yr85.578.6−8%
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)
Surface area0.040 ha

Two bio-swales on west and east sides of site, total area 398 m2. 25mm abstraction for water balance.

InfiltrationInfiltration via GreenStorm system
Storage volume6.2 m³

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.