Parsed SWM report

221-225 John Street South & 70-78 Young Street

221-225 John Street South & 70-78 Young Street Mixed Use Development · Redevelopment · 2018-06-29

Consultant: Lithos Group Inc. Engineer: Nick Moutzouris, P.Eng., M.A.Sc. Model: UNKNOWN
Credit scorecard — Hamilton 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.

On-site controls
documented source control on the site
50%
Lake Ontario green-space bonus
direct discharge + green-space parcel flag (90% tier) — not documented
0%
Net credit
50% baseline; up to 90% with Lake Ontario direct-discharge + green-space flag
50%
Pre vs post peak discharge
Storm eventPre-dev (L/s)Post-dev (L/s)Δ
2-yr9292+0%
5-yr127.992−28%
10-yr151.892−39%
25-yr181.492−49%
50-yr204.492−55%
100-yr225.792−59%
Stormwater controls (3)
Underground storageSWM Tank
Storage volume106.6 m³
Outletorifice

Stormwater holding tank with flow control device; minimum 106.6 m3 required for 100-year storm; allowable release rate 92.0 L/s (2-year pre-development flow); details to be confirmed at Site Plan Application stage

Oil-grit separatorOil-Grit Separator (OGS)

Required for driveway/parking areas exposed to oil and grit; sizing details to be provided at Site Plan Application stage

Green roofRooftop/Terraces

Building rooftop/terraces provide Level 1 water quality control; green roof areas shown on post-development drainage area plan DAP-2

Best management practices (5)
stormwater holding tankflow control device/orificeroof pondinggreen roof/rooftop terracesoil-grit separator
Site characteristics & report metadata
Project221-225 John Street South & 70-78 Young Street Mixed Use Development
Project typeRedevelopment
DeveloperSlate Asset Management L.P.
Existing land usecommercial/mixed-use with surface parking
Proposed land usemixed-use commercial/residential high-rise
Site area0.59 ha
TSS removal target80%
Allowable release rate92.0 L/s
Quality control methodrooftop/terraces (green roof) for Level 1 quality control plus oil-grit separator for driveway areas
Extraction audit
Confidence: high Completeness: 88% Source: 52-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.