| Req ID | Category | Intent | Legal Status | Name | Subdomain(s) | Context | Conditions | Confidence |
|---|---|---|---|---|---|---|---|---|
| #Q001 | administrative | reporting | mandatory | MTD Summary Form Completion and Submission | other | Note: MTD Summary Form to completed in accordance with Design Criteria for MTDs and appended as part of Stormwater Management Report | high | |
| #Q002 | design | treatment | mandatory | MTD Scaling Provisions | other | Scaling Provisions Met [applicable where proposed model is not the same as tested model] | Applicable where proposed model is not the same as tested model | high |
| #Q003 | design | treatment | mandatory | MTD Internal Bypass Capacity | other | Internal By-pass Capacity > Inlet Pipe Capacity minus 90% Annual Rainfall Flow Rate | high | |
| #Q004 | design | treatment | mandatory | Inline OGS Maximum Scour Concentration | other | Maximum Scour Concentration at Maximum Tested Scour Flow Rate <= 25mg/L | high | |
| #Q005 | design | treatment | mandatory | OGS Sediment Storage Capacity | other | [For OGS] Provided MTD Storage Capacity > Annual Sediment Loading Volume | high | |
| #Q006 | design | treatment | mandatory | Inline OGS Scour Bypass Capacity | other | Internal By-pass Capacity > Inlet Pipe Capacity minus Maximum Scour Flow Rate | Applicable for Option A. Inline OGS configuration | high |
| #Q007 | design | treatment | mandatory | Off-line MTD Diversion Capacity | other | Diversion By-pass Capacity > Inlet Pipe Capacity minus 90% Annual Rainfall Flow Rate | Applicable for Option C. Off-line OGS or Filter configuration | high |
| #Q008 | design | treatment | mandatory | OGS Verification Standard | other | [For OGS] Canada ETV OGS Lab Protocol + ISO 14034: ETV Verification | Required verification protocol for Oil-Grit Separators | high |
| #Q009 | operational | operational | mandatory | Filter Device Maintenance Interval Specification | other | [For Filter Device] Manufacturer Designed and Recommended Maintenance Interval | Required for filter device operations and maintenance reporting | high |
| #Q010 | design | treatment | mandatory | Filter Device Verification (TAPE Certification) | other | [For Filter Device] TAPE Field Test Protocol 1 + TAPE Certification | Applicable for Filter Device verification | high |
| #Q011 | design | treatment | mandatory | Filter Device Verification (TAPE + ISO 14034) | other | [For Filter Device] TAPE Field Test Protocol 1 + ISO 14034: ETV Verification | Applicable for Filter Device verification | high |
| #Q012 | administrative | reporting | mandatory | Submission of MTD Engineering Drawings | other | MTD Engineering Drawings | To be appended as part of Stormwater Management Report | high |
| #Q013 | administrative | reporting | mandatory | Submission of Verification Statements/Certification Report | other | Verification Statements/Certification Report | To be appended as part of Stormwater Management Report | high |
| #Q014 | administrative | reporting | mandatory | Submission of MTD Sizing and Performance Calculation Sheet | other | MTD Sizing and Performance Calculation Sheet | To be appended as part of Stormwater Management Report | high |
| #Q015 | administrative | reporting | mandatory | Submission of Hydraulic Calculations for Installation | other | Hydraulic Calculations for Inline/Offline Installation | To be appended as part of Stormwater Management Report | high |
| #Q016 | administrative | reporting | mandatory | Submission of Operations & Maintenance Manual | other | Operations & Maintenance Manual | To be appended as part of Stormwater Management Report | high |
| Req ID | Category | Intent | Legal Status | Name | Subdomain(s) | Limit Type | Limit Value | Context | Conditions | Confidence |
|---|---|---|---|---|---|---|---|---|---|---|
| #P001 | design | treatment | mandatory | Maximum Scour Concentration | other | requirement | <= 25 mg/L | Installation Configuration - Option A. Inline OGS | at Maximum Tested Scour Flow Rate | high |
| #P002 | design | treatment | mandatory | Annual Rainfall Volume Capture | other | treatment_goal | 90 % | Design Treatment Flow | high | |
| #P003 | design | operational | mandatory | Capture events | other | requirement | >= 3 events | Includes capture of min 3 events with rainfall intensity and depth corresponding to 90% average annual rainfall volume | SWM Report requirement | medium |
| #P004 | design | operational | mandatory | Design intensities | other | requirement | 10 to 100 % | Calculated range for design intensities corresponding from 10% to 100% of Annual Rainfall Volume Captured | medium | |
| #P005 | design | treatment | mandatory | Maximum Treatment Depth Calculation Factor | other | requirement | 50 % | Maximum Treatment Depth = Chamber Depth minus 50% of Maximum Sediment Storage Depth | Calculation criteria for MTD characteristics | high |
| #P006 | design | treatment | mandatory | Internal By-pass Capacity Threshold | other | requirement | 90 % | Internal By-pass Capacity > Inlet Pipe Capacity minus 90% Annual Rainfall Flow Rate | Applicable to Inline OGS, Inline Filter, and Off-line configurations | high |
| Req ID | Category | Name | Context | Confidence |
|---|---|---|---|---|
| #D001 | TAPE Field Test Protocol 1 | Includes capture of min 3 events with rainfall intensity and depth corresponding to 90% average annual rainfall volume | high | |
| #D002 | Chamber depth | Chamber depth is measured from the outlet invert to the bottom of the device. | high | |
| #D003 | Maximum Treatment Depth | Maximum Treatment Depth = Chamber Depth minus 50% of Maximum Sediment Storage Depth | high | |
| #D004 | Sediment Storage Capacity | Measured from the bottom of the device to manufacturer-recommended sediment cleanout depth | high | |
| #D005 | Design intensities | Calculated range for design intensities corresponding from 10% to 100% of Annual Rainfall Volume Captured | high | |
| #D006 | MTD | Manufactured Treatment Device | high | |
| #D007 | SWM | Stormwater Management | high | |
| #D008 | OGS | Oil-Grit Separator | high | |
| #D009 | TAPE Field Test Protocol | Includes capture of min 3 events with rainfall intensity and depth corresponding to 90% average annual rainfall volume | high | |
| #D010 | Acceptance items | 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 | |
| #D011 | Assumption items | 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 | |
| #D012 | Submission Documents | digital PDF of the completed Wellness Report including attachments | high | |
| #D013 | MECP | Ministry of Environment, Conservation and Parks | high | |
| #D014 | CLI ECA | Consolidated Linear Infrastructure Environmental Compliance Approval | high | |
| #D015 | DWWP | Drinking Water Works Permit | high | |
| #D016 | ECS | Engineering & Construction Services | high | |
| #D017 | NFPA | National Fire Protection Association | high | |
| #D018 | NASSCO | National Association of Sewer Service Companies | high | |
| #D019 | PACP | Pipeline Assessment Certification Program | high | |
| #D020 | MTDs | Manufacturer Treatment Devices | high | |
| #D021 | ECA | Environmental Compliance Approval | high |