| Req ID | Category | Intent | Legal Status | Name | Subdomain(s) | Context | Conditions | Confidence |
|---|---|---|---|---|---|---|---|---|
| #Q001 | reporting | reporting | mandatory | Issue Summary Report | drinking water | This Summary Report is issued by Toronto Water in accordance with Schedule 22-2 of Ontario Regulation 170/03. | high | |
| #Q002 | reporting | reporting | mandatory | Summary of Non-Compliance Incidents | drinking water | The next table summarizes any available incidents (from MECP Inspection Reports) where requirements from applicable regulatory instruments were not met at any time during the reporting period; the duration of each incident; and the corresponding corrective actions taken to respond to them. | Applicable regulatory instruments are: Safe Drinking Water Act (SDWA); Applicable SDWA Regulations, including but not limited to: O. Reg. 170/03, O. Reg. 128/04, O. Reg. 169/03, and O. Reg. 248/03; Drinking Water System Approval; Drinking Water Works Permit; Drinking Water Licence; and Any orders applicable to the system. | high |
| #Q003 | reporting | reporting | mandatory | Forward Summary Report to City Council | drinking water | A copy of this report has been forwarded to the members of the City Council as per regulatory requirements. | high | |
| #Q004 | administrative | reporting | mandatory | Form Completion and Submission | other | MTD Summary Form to completed in accordance with Design Criteria for MTDs and appended as part of Stormwater Management Report | high | |
| #Q005 | design | treatment | mandatory | Maximum Scour Concentration Limit | other | Maximum Scour Concentration at Maximum Tested Scour Flow Rate <= 25mg/L | Applicable for Installation Configuration Option A: Inline OGS | high |
| #Q006 | design | treatment | mandatory | MTD Storage Capacity Requirement | other | [For OGS] Provided MTD Storage Capacity > Annual Sediment Loading Volume | Applicable for Oil-Grit Separators (OGS) | high |
| #Q007 | reporting | reporting | mandatory | SWM Report Mandatory Attachments | other | Attachments with SWM Report [select all applicable]: MTD Engineering Drawings, Verification Statements/Certification Report, MTD Sizing and Performance Calculation Sheet, Hydraulic Calculations for Inline/Offline Installation, Operations & Maintenance Manual | Must be appended as part of Stormwater Management Report | high |
| #Q008 | operational | operational | mandatory | Manufacturer Maintenance Interval | other | Manufacturer Designed and Recommended Maintenance Interval: _________________ year | Applicable for Filter Devices | high |
| #Q009 | design | operational | mandatory | Inline OGS Bypass Capacity Requirements | other | Internal By-pass Capacity > Inlet Pipe Capacity minus 90% Annual Rainfall Flow Rate; and Internal By-pass Capacity > Inlet Pipe Capacity minus Maximum Scour Flow Rate | Applicable for Installation Configuration Option A: Inline OGS | high |
| #Q010 | design | operational | mandatory | Inline Filter Bypass Capacity Requirement | other | Internal By-pass Capacity > Inlet Pipe Capacity minus 90% Annual Rainfall Flow Rate | Applicable for Installation Configuration Option B: Inline Filter | high |
| #Q011 | design | operational | mandatory | Offline Installation Bypass Capacity Requirement | other | Diversion By-pass Capacity > Inlet Pipe Capacity minus 90% Annual Rainfall Flow Rate | Applicable for Installation Configuration Option C: Off-line OGS or Filter | high |
| #Q012 | design | treatment | mandatory | MTD Testing and Verification Protocols | other | [For OGS] Canada ETV OGS Lab Protocol + ISO 14034: ETV Verification; [For Filter Device] TAPE Field Test Protocol 1 + TAPE Certification or ISO 14034: ETV Verification | One protocol must be selected based on device type | high |
| #Q013 | design | operational | mandatory | Scaling Provisions Compliance | other | Scaling Provisions Met | Applicable where proposed model is not the same as tested model | high |
| Req ID | Category | Intent | Legal Status | Name | Subdomain(s) | Limit Type | Limit Value | Context | Conditions | Confidence |
|---|---|---|---|---|---|---|---|---|---|---|
| #P001 | operational | operational | unknown | Rated Capacity | drinking water | requirement | 800,000 m3/day | Annual Daily Volume and Capacity Assessment for Reporting Period | F.J. Horgan WTP | high |
| #P002 | operational | operational | unknown | Rated Capacity | drinking water | requirement | 440,000 m3/day | Annual Daily Volume and Capacity Assessment for Reporting Period | Island WTP | high |
| #P003 | operational | operational | unknown | Rated Capacity | drinking water | requirement | 950,000 m3/day | Annual Daily Volume and Capacity Assessment for Reporting Period | R.C. Harris WTP | high |
| #P004 | operational | operational | unknown | Rated Capacity | drinking water | requirement | 615,000 m3/day | Annual Daily Volume and Capacity Assessment for Reporting Period | R.L. Clark WTP | high |
| #P005 | physical | treatment | mandatory | Maximum Scour Concentration | wastewater | requirement | <= 25 mg/L | Criteria for Inline OGS Installation Configuration Option A | At Maximum Tested Scour Flow Rate | high |
| #P006 | design | treatment | mandatory | Annual Rainfall Volume Capture | wastewater | requirement | 90 % | Standard for design treatment flow and bypass capacity calculations | Annual rainfall volume | high |
| #P007 | design | treatment | mandatory | Minimum Rainfall Events for Testing | wastewater | requirement | >= 3 events | Required capture for protocol verification | Rainfall intensity and depth corresponding to 90% average annual rainfall volume | high |
| #P008 | design | treatment | mandatory | Sediment Storage Depth Factor | wastewater | requirement | 50 % | Formula for Maximum Treatment Depth | Maximum Treatment Depth = Chamber Depth minus 50% of Maximum Sediment Storage Depth | high |
| #P009 | design | treatment | mandatory | Design Intensity Range for Evaluation | wastewater | requirement | 10 to 100 % | Calculated range for design intensities for sizing and performance evaluation | Corresponds to percentage of Annual Rainfall Volume Captured | high |
| Req ID | Category | Name | Context | Confidence |
|---|---|---|---|---|
| #D001 | Chamber depth | Chamber depth is measured from the outlet invert to the bottom of the device. | high | |
| #D002 | Maximum Treatment Depth | Maximum Treatment Depth = Chamber Depth minus 50% of Maximum Sediment Storage Depth | high | |
| #D003 | Sediment Storage Capacity | Measured from the bottom of the device to manufacturer-recommended sediment cleanout depth | high | |
| #D004 | TAPE Field Test Protocol 1 | Includes capture of min 3 events with rainfall intensity and depth corresponding to 90% average annual rainfall volume | high | |
| #D005 | Acceptance | For the purpose of the Wellness Report the Acceptance items are required post-construction when the infrastructure is put into service. Acceptance is required to start the warranty period. | high | |
| #D006 | Assumption | For the purpose of the Wellness Report the Assumption items are required at the end of the warranty period in order for the City to assume ownership of the infrastructure. | high | |
| #D007 | Class AA | Rated Capacity: 5680 litres/minute or greater, Colour: Light blue | high | |
| #D008 | Class A | Rated Capacity: 3784-5680 litres/minute, Colour: Green | high | |
| #D009 | Class B | Rated Capacity: 1900-3785 litres/minute, Colour: Orange | high | |
| #D010 | Class C | Rated Capacity: less than 1900 litres/minute, | high | |
| #D011 | Submission Documents | one digital PDF of the completed Wellness Report including attachments | high | |
| #D012 | Sewers By-law | Municipal Code Chapter 681 | high | |
| #D013 | Water Supply By-law | Municipal Code Chapter 851 | high | |
| #D014 | Blue Flag Program | certifies beaches as "Blue Flag" if they meet standards for water quality, safety, environmental education and information, the provision of services, and other environmental criteria. | high | |
| #D015 | Biosolids | the nutrient rich organic materials produced during the treatment of wastewater | high | |
| #D016 | Best Management Practices plan (BMP) | provides a number of tactics designed to improve the effluent quality of a particular commercial operation. | high | |
| #D017 | Outfalls | the point where municipal storm sewers exit into the environment via the city's waterways. | high | |
| #D018 | high priority | All outfalls indicating possible sanitary cross connections | high | |
| #D019 | E. coli | an indicator of water quality | high | |
| #D020 | WWT | Wastewater Treatment Installed | high | |
| #D021 | P2 | Pollution Prevention | high | |
| #D022 | Aquaculture Activities Regulations | Regulations that clarify conditions under which aquaculture operators may install, operate, maintain or remove an aquaculture facility, or undertake measures to treat their fish for disease and parasites, as well as deposit organic matter, under sections 35 and 36 of the Fisheries Act. | high | |
| #D023 | AAR | Aquaculture Activities Regulations | high |