Parsed SWM report

1489 Hurontario Street

Proposed Residential Development at 1489 Hurontario Street · Redevelopment · 2025-02-19

Consultant: Urbanworks Engineering Corporation Engineer: Michael Paulo P.Eng sealed Model: UNKNOWN
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 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
30%
Pre vs post peak discharge
Storm eventPre-dev (m3/s)Post-dev (m3/s)Δ
2-yr0.0140.019+36%
5-yr0.0180.025+39%
10-yr0.0230.031+35%
25-yr0.0290.039+34%
50-yr0.0350.048+37%
100-yr0.0410.055+34%
Stormwater controls (2)
InfiltrationInfiltration Trench
Storage volume8.2 m³
Treatment volume8.2 m³
Outletoverflow

19 m length x 1.2 m width x 0.9 m depth x 0.4 porosity = 8.2 m3; located in rear yards; footprint area 22.8 m2; max drain time 48 hrs; infiltration rate 20 mm/hr (sandy loam)

SwaleProposed Drainage Swale
Outletother

Drainage swales along north and east property boundaries; outlet to public boulevard and existing roadside ditch

Best management practices (5)
Infiltration trenchDrainage swaleIncreased topsoil depth (300 mm)Roof leader discharge to splash pads and landscape areasSump pumps for foundation drainage
Site characteristics & report metadata
ProjectProposed Residential Development at 1489 Hurontario Street
Project typeRedevelopment
DeveloperMilani Group
Existing land useresidential
Proposed land usetownhouse residential
Site area0.17 ha
Water balance capture5.0 mm
Quality control methodLID measures including infiltration trenches and increased topsoil depth; driveway area limited to 8% of site; roof leaders directed to landscape areas
Extraction audit
Confidence: high Completeness: 88% Source: 35-page PDF Extractor: PARCELFLOW v1 Validation: passed
Source PDF: Functional-Servicing-and-Stormwater-Management-Report-OZ-OPA-24-13-W1-and-21T-M-24-6-W1-February-2025.pdf (35 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.