Parsed SWM report

485 Trafalgar Road and 271 Cornwall Road

Olde Oakville Development · Redevelopment · 2019-07-09

Consultant: R.J. Burnside & Associates Limited Engineer: Laura Garner, P.Eng. P.Eng sealed Model: VisualOTTHYMO Revision: 0
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
50%
Normal SWM (≥70% TSS)
Provincial Normal — meets baseline — not documented
0%
Basic SWM (≥60% TSS)
Provincial Basic — meets minimum — not documented
0%
Net credit
Up to 50% for non-residential with SWM exceeding minimum design standards
50%
Pre vs post peak discharge
Storm eventPre-dev (m3/s)Post-dev (m3/s)Δ
100-yr1.3651.294−5%
Stormwater controls (3)
Underground storageStormwater Management Vault
Storage volume159.0 m³
Outletorifice
Outlet invert95.53 m

Vault located at P1 parking level; surface area 51.2 m², height 3.1 m; 229 mm diameter orifice plate; 100-year release rate 171 L/s; water reuse sump of 19.6 m³ included for water balance

Oil-grit separatorStormceptor STC750

Located upstream of stormwater management vault; drainage area 0.28 ha, 75% imperviousness; sized to achieve minimum 80% TSS removal (provides 85%); modelled using PCSWMM for Stormceptor with Toronto Central rainfall station

SwaleSwale along CN Rail property line

Proposed to convey external drainage from CN Rail corridor along eastern property line to maintain existing flows to Lower Morrison Creek

Best management practices (4)
Stormceptor STC750 oil-grit separatorUnderground stormwater management vaultWater reuse sumpSwale for external drainage conveyance
Site characteristics & report metadata
ProjectOlde Oakville Development
Project typeRedevelopment
DeveloperFirst Capital Asset Management LP
Existing land usecommercial
Proposed land usemixed-use residential and commercial
Site area5.00 ha
Impervious93% (pre) → 93% (post)
Water balance capture5.0 mm
TSS removal target90%
Allowable release rate171.0 L/s
Quality control methodoil-grit separator (Stormceptor STC750) upstream of stormwater management vault; roof coverage treated as clean with 95% TSS removal
Extraction audit
Confidence: high Completeness: 100% Source: 64-page PDF Extractor: PARCELFLOW v1 Validation: passed

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.