Parsed SWM report

4094 Tomken Road

Westminster United Church Mississauga Proposed Residential Building Development · Redevelopment · 2023-10-04

Consultant: WSP Canada Inc. Engineer: Gillian Cook, P.Eng. 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 capture (2%/mm) — not documented
0%
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
20%
Pre vs post peak discharge

No quantified pre-vs-post hydraulic events extracted.

Stormwater controls (2)
Underground storageStormwater Cistern (SWM Tank)
Storage volume338.0 m³
Outletorifice

Cistern footprint 150 m2, depth 2.25 m, volume approximately 338 m3. Located on P1 level below south building. Outlet equipped with 150mm diameter orifice plate at 0.10 m from bottom of tank. Connects to existing 900mm concrete storm sewer on Tomken Road via 200mm PVC storm service connection. Emergency overflow provided at top of cistern.

Oil-grit separatorOGS Unit

OGS device used for quality control of at-grade runoff prior to cistern. Roof runoff bypasses OGS and discharges directly to cistern.

Best management practices (5)
Underground stormwater cisternOil-grit separator (OGS)Orifice flow controlEmergency overflowErosion and sediment control measures
Site characteristics & report metadata
ProjectWestminster United Church Mississauga Proposed Residential Building Development
Project typeRedevelopment
DeveloperUnited Property Resource Corporation c/o Kindred Works
PermitZBA & OPA
Existing land useresidential and institutional (7-storey apartment building and church with parking)
Proposed land usemulti-unit residential (two 12-storey apartment buildings, 250 units)
Site area1.41 ha
Quality control methodoil-grit separator (OGS) for at-grade runoff; roof runoff bypasses OGS and discharges directly to underground cistern
Extraction audit
Confidence: medium Completeness: 54% Source: 44-page PDF Extractor: PARCELFLOW v1 Validation: review recommended
Source PDF: Functional-Servicing-Report_Oct-2023_OZ-21-17-W3.pdf (44 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.