Parsed SWM report

170 & 180 Columbia Street West

170 & 180 Columbia Street West Functional Servicing & Stormwater Management Report · Redevelopment · 2025-04-18

Consultant: WalterFedy Group Inc. Engineer: Shelley Forwell P.Eng sealed Model: PCSWMM Revision: Rev 1
Credit scorecard — city 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 — not documented
0%
Runoff Volume
water-balance capture (2%/mm) — not documented
0%
Operations
combinable O&A sub-credits — not documented
0%
Net credit
47%
Pre vs post peak discharge
Storm eventPre-dev (L/s)Post-dev (L/s)Δ
2-yr84.56123.7+46%
5-yr113.54171.86+51%
25-yr159.04246.94+55%
100-yr206.41324.53+57%
Stormwater controls (4)
Underground storageCistern – East Lands (Phase 1 Building)
Storage volume138.0 m³

Required storage volume to meet 100-year peak flow control for East Lands; 42 m3 for 2-yr, 65 m3 for 5-yr, 102 m3 for 25-yr, 138 m3 for 100-yr

Underground storageCistern – West Lands (Phase 3 Building)
Storage volume58.0 m³

Required storage volume to meet 100-year peak flow control for West Lands; 16 m3 for 2-yr, 26 m3 for 5-yr, 42 m3 for 25-yr, 58 m3 for 100-yr

Green roofRoof Storage – Control Flow Roof Drains
Outletorifice

Zurn Z-105 Control-Flo drains at 0.38 L/s per 35 mm head; max ponding depth 0.15 m; storage area ~70% of rooftop

Oil-grit separatorOil Grit Separator (OGS)

To be positioned between the building and Columbia Street property line; provides 70% TSS removal for Normal Level of Protection

Best management practices (3)
Underground cistern storageControl flow roof drains (rooftop storage)Oil grit separator (OGS)
Site characteristics & report metadata
Project170 & 180 Columbia Street West Functional Servicing & Stormwater Management Report
Project typeRedevelopment
DeveloperIN8 Developments Inc.
Existing land usecommercial/industrial (gravel-covered area)
Proposed land usemixed-use residential and commercial
Site area1.60 ha
Impervious45% (pre) → 90% (post)
TSS removal target70%
Quality control methodOil grit separator and/or low impact development measures to achieve 70% TSS removal (Normal Level of Protection)
Extraction audit
Confidence: high Completeness: 96% Source: 53-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.