Parsed SWM report

5100 Erin Mills Parkway

Chick-fil-A Erin Mills · Redevelopment · 2026-03-02

Consultant: EXP Services Inc. Engineer: Saifullah Khan, P.Eng. Model: VisualOTTHYMO Revision: Rev A
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 90% (enhanced)
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
30%
Pre vs post peak discharge
Storm eventPre-dev (m3/s)Post-dev (m3/s)Δ
2-yr0.0320.036+12%
5-yr0.0440.05+14%
10-yr0.0520.056+8%
25-yr0.0620.061−2%
50-yr0.0690.064−7%
100-yr0.0770.067−13%
Stormwater controls (3)
Underground storageICD / Orifice Plate (STM MH01)
Storage volume30.8 m³
Outletorifice
Outlet invert173.32 m
100-yr HGL174.95 m

75mm diameter orifice plate at STM MH01; coefficient 0.63; controls post-development flows to 100-yr pre-development allowable release rate of 156 L/s

Oil-grit separatorStormceptor EFO4

Stormceptor EFO4 for quality treatment; 90% estimated net annual TSS load reduction; upstream orifice control flow rate 15.56 L/s; treats Areas 201, 202, and 205

SwaleProposed Swale

Swale referenced in control keywords; shown on EXP Drawing C400

Best management practices (4)
Stormceptor EFO4 Oil-Grit SeparatorInlet Control Device (75mm orifice plate)SwaleCatch basins with silt sacks (ESC)
Site characteristics & report metadata
ProjectChick-fil-A Erin Mills
Project typeRedevelopment
DeveloperChick-fil-A
PermitPAM 25-93
Existing land useparking lot
Proposed land usecommercial
Site area0.45 ha
Impervious67% (pre) → 82% (post)
TSS removal target90%
Allowable release rate156.0 L/s
Quality control methodoil-grit separator (Stormceptor EFO4) with upstream orifice flow control; train treatment approach
Extraction audit
Confidence: high Completeness: 96% Source: 73-page PDF Extractor: PARCELFLOW v1 Validation: passed
Source PDF: Functional-Servicing-Report-OZ-26-4-W9-March-2026.pdf (73 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.