| Req ID | Category | Intent | Legal Status | Name | Subdomain(s) | Context | Conditions | Confidence |
|---|---|---|---|---|---|---|---|---|
| #Q001 | operational | operational | mandatory | Functional Service Line Valves | drinking water | Verify curb stops and service line valves are functional and set to grade | 1. WATERMAIN - A. Service Connections | high |
| #Q002 | reporting | reporting | mandatory | Water Service Cards Submission | drinking water | Complete and submit Water Service Cards (new and replaced connections) | new and replaced connections | high |
| #Q003 | operational | operational | mandatory | Water Isolation Valve Operation Direction | drinking water | Verify the correct opening and closing direction of water isolation valves and that TWcan operate the valve in accordance with the following standard: ● District: Etobicoke/York (former city of York) east of the Humber River, North York, and Toronto/East York, Direction to open: clockwise, Operation nut supplied at time of installation painted: red ● District: Etobicoke/York (former city of Etobicoke) west of the Humber River, Scarborough districts, Direction to open: counter-clockwise, Operating nut supplied at time of installation painted: black | Based on specified district locations | high |
| #Q004 | operational | operational | mandatory | Valve Chamber Debris Removal | drinking water | Verify all construction debris is removed from chamber/ valve box | high | |
| #Q005 | operational | operational | mandatory | Air and Drain Valves Verification | drinking water | Verify air valves and drain valves are installed and working properly | high | |
| #Q006 | reporting | reporting | mandatory | Disinfection Plan and Results Submission | drinking water | Submit approved Disinfection Proposal Plan, Disinfection Record and passing Watermain Water Quality Test Results in accordance with TS 7.30. | high | |
| #Q007 | monitoring | operational | mandatory | Hydrostatic Leak Test | drinking water | Perform passing Hydrostatic Leak Test in accordance with TS 7.30 in presence of the City Inspector | In presence of the City Inspector | high |
| #Q008 | design | operational | mandatory | Tracer Wire Installation on Non-Metallic Mains | drinking water | Verify all tracer wires have been installed on all non- metallic watermains along the full length of the pipe and have been connected appropriately to the existing watermain system to provide a means of locating the main in accordance with TS 7.40 | For all non-metallic watermains | high |
| #Q009 | prohibition | operational | mandatory | Prohibition of Tracer Wire on Metallic Mains | drinking water | Verify no tracer wires installed on all metallic watermain | For all metallic watermains | high |
| #Q010 | design | operational | mandatory | Cathodic Protection Installation | drinking water | Verify cathodic protection has been installed on all metallic watermains and metallic fittings that are installed on non- metallic watermains in accordance with TS 7.22. | For all metallic watermains and metallic fittings installed on non-metallic watermains | high |
| #Q011 | design | operational | mandatory | Fire Hydrant Colour Coding | drinking water | Verify all hydrants are colour coded in accordance with National Fire Protection Association (NFPA) 291 'Fire Flow Testing and Marking of Fire Hydrants.' Accordingly, barrels are to be chrome yellow. Identification discs shall be placed with the following capacity indicating colour scheme to provide simplicity and consistency with colours used to signal safety, danger and intermediate condition. The capacity colours are to be identified by disks placed on the hydrant by rated capacity, for rapid identification at night: ● Class: AA, Rated Capacity: 5680 litres/minute or greater, Colour: Light blue ● Class: A, Rated Capacity: 3784-5680 litres/minute, Colour: Green ● Class: B, Rated Capacity: 1900-3785 litres/minute, Colour: Orange ● Class: C, Rated Capacity: less than 1900 litres/minute | high | |
| #Q012 | reporting | reporting | mandatory | Hydrant Flow Testing and Reporting | drinking water | Complete hydrant flow test in accordance with NFPA 291 and submit accepted Flow Testing Report by the City ECS Inspector / Case Manager | high | |
| #Q013 | reporting | reporting | mandatory | Watermain Abandonment Verification | drinking water | Verify and submit evidence (photos and inspector notes) that infrastructure has been abandoned (e.g. seal, plug or cap mainline pipes and disconnect all existing service connections) per City Standards and in accordance with TS 510 | Infrastructure to be abandoned | high |
| #Q014 | design | operational | mandatory | Sewer Service Clean-outs Installation | wastewater, other | Verify that clean-outs, including sampling ports and control maintenance holes, have been installed at street line and set to grade for all sewer service connections for residential lots and/or development blocks | For all sewer service connections for residential lots and/or development blocks | high |
| #Q015 | reporting | reporting | mandatory | Sewer Service Cards Submission | wastewater, other | Complete and submit Sewer Service Cards (new and replaced) | new and replaced | high |
| #Q016 | monitoring | operational | mandatory | Sewer Service Crossed Connections Check | wastewater, other | Verify that there are no crossed sewer service connections by dye test | high | |
| #Q017 | reporting | reporting | mandatory | Sewer Cleaning and CCTV Inspection | wastewater, other | Clean new sewers in accordance with TS 411 and complete and submit CCTV inspection with a consultant report, certification letter and appropriate National Association of Sewer Service Companies (NASSCO) Pipeline Assessment Certification Program (PACP) coding of service and structural issues in accordance with TS 409 without any deficiencies | For new sewers, without any deficiencies | high |
| #Q018 | reporting | reporting | mandatory | Sanitary Sewer Leakage Testing and Reporting | wastewater | Complete leakage testing such as low pressure air testing, water (hydrostatic) test or vacuum testing and submit report for all new sanitary sewers and maintenance holes in accordance with TS 407 and TS 410 or TS 415 or TS 416, as applicable | For all new sanitary sewers and maintenance holes | high |
| #Q019 | reporting | reporting | mandatory | Sewer Deflection Testing and Reporting | wastewater, other | Complete deflection testing and submit report for all new flexible sanitary and storm sewers at least 30 calendar days after backfilling but prior to paving in accordance with TS 410 or TS 415 or TS 416, as applicable | For all new flexible sanitary and storm sewers at least 30 calendar days after backfilling but prior to paving | high |
| #Q020 | reporting | reporting | mandatory | Forcemain Hydrostatic Testing and Reporting | wastewater, other | Complete hydrostatic testing and submit report for all new and rehabilitated/repaired forcemains in accordance with TS 412 or TS 415 or TS 416, as applicable | For all new and rehabilitated/repaired forcemains | high |
| #Q021 | operational | operational | mandatory | Maintenance Hole Debris Removal | wastewater, other | Verify all construction debris has been removed from maintenance holes in accordance with TS 411 | high | |
| #Q022 | operational | operational | mandatory | Catchbasin Debris Removal and Sediment Control | wastewater, other | Verify all construction debris has been removed from catchbasins in accordance with TS 411 and sediment and erosion control during construction in place | high | |
| #Q023 | reporting | reporting | mandatory | Sewer Abandonment Verification | wastewater, other | Verify and submit evidence (photos and inspector notes) that infrastructure has been abandoned (e.g. seal, plug or cap mainline pipes and disconnect all existing service connections) per City Standards and in accordance with TS 510 | Infrastructure to be abandoned | high |
| #Q024 | reporting | reporting | mandatory | Underground Storage Tanks Inspection and Monitoring Report Submission | other | Complete and submit Inspection and Monitoring Report, including an estimate of the quantity of any sediment removed | Stormwater Management Facilities - Underground Storage Tanks / Superpipes | high |
| #Q025 | reporting | reporting | mandatory | Underground Storage Tanks O&M Manual Submission | other | Complete and submit Operation & Maintenance manual | Stormwater Management Facilities - Underground Storage Tanks / Superpipes | high |
| #Q026 | operational | operational | mandatory | Underground Storage Tanks Cleaning Verification | other | Verify infrastructure is cleaned as documented in Operation & Maintenance manual and within 12 months prior to assumption by City | Within 12 months prior to assumption by City | high |
| #Q027 | reporting | reporting | mandatory | MTD Inspection and Monitoring Report Submission | other | Complete and submit Inspection and Monitoring Report, including Sediment Inspection Report with an estimate of the quantity of any sediment removed | Stormwater Management Facilities - Manufacturer Treatment Devices (MTDs) | high |
| #Q028 | reporting | reporting | mandatory | MTD O&M Manual Submission | other | Complete and submit Operation & Maintenance manual | Stormwater Management Facilities - Manufacturer Treatment Devices (MTDs) | high |
| #Q029 | operational | operational | mandatory | MTD Cleaning Verification | other | Verify infrastructure is cleaned as documented in Operation & Maintenance manual and within 12 months prior to assumption by City | Within 12 months prior to assumption by City | high |
| #Q030 | reporting | reporting | mandatory | Stormwater Ponds Inspection and Monitoring Report Submission | other | Complete and submit Inspection and Monitoring Report, including Sediment Inspection Report with an estimate of the quantity of any sediment removed | Wet or Dry Ponds or other Stormwater Management Facilities | high |
| #Q031 | reporting | reporting | mandatory | Stormwater Ponds O&M Manual Submission | other | Complete and submit Operation & Maintenance manual | Wet or Dry Ponds or other Stormwater Management Facilities | high |
| #Q032 | operational | operational | mandatory | Stormwater Ponds Cleaning Verification | other | Verify infrastructure is cleaned as documented in Operation & Maintenance manual and within 12 months prior to assumption by City | Within 12 months prior to assumption by City | high |
| #Q033 | administrative | reporting | mandatory | External Consultant Submission Responsibility | other | The external consultant is responsible for completing and submitting one digital PDF of the completed Wellness Report including attachments (Submission Documents), to the City case manager including assuring appropriate City inspector sign offs. | high | |
| #Q034 | administrative | reporting | mandatory | City Case Manager Verification and Submission | other | The City case manager is responsible for verifying the completeness of the Wellness Report and when satisfied, signing off and submitting the complete Wellness Report and attachments to: TWwellnessreport@toronto.ca. | When satisfied with the completeness of the Wellness Report | high |
| #Q035 | administrative | reporting | mandatory | As-Built Drawings Submission | drinking water, wastewater | As-Built Drawings in format per City Standards | Required for Submission Documents | high |
| #Q036 | administrative | reporting | mandatory | Watermain Ownership Transfer Request | drinking water | Letter from the applicant to request ownership transfer of watermain to the City of Toronto | For watermain works where applicant is an external party | high |
| #Q037 | reporting | reporting | mandatory | Tracer Wire Continuity Reports | drinking water | Tracer wire continuity reports | Required for Acceptance submission under Item 1B | high |
| #Q038 | administrative | reporting | mandatory | Sewage Works Ownership Transfer Request | wastewater | Letter from the applicant to request ownership transfer of sewage works to the City of Toronto | For sewage works where applicant is an external party | high |
| #Q039 | administrative | reporting | mandatory | Record of Future Alteration Form 1 Submission | drinking water | Completed Record of Future Alteration Form 1 with 'Accepted' stamp | For watermain works under the City of Toronto DWWP | high |
| #Q040 | administrative | reporting | mandatory | Watermain Works Acceptance Letter Submission | drinking water | Copy of the 'Watermain Works Acceptance Letter' | For watermain works under the City of Toronto DWWP where applicant is an external party | high |
| #Q041 | administrative | reporting | mandatory | Sewage Individual ECA Submission | wastewater | Copy of the ECA | For sewage works with individual ECA where applicant is an external party | high |
| #Q042 | administrative | reporting | mandatory | CLI ECA Record of Future Alteration Forms Submission | wastewater | Record of Future Alteration Forms with Parts 3 & 4 signed with 'Accepted' stamp and/or updated signature on Part 5 (if applicable) | For sewage works under the City of Toronto CLI ECAs | high |
| #Q043 | administrative | reporting | mandatory | Sewage Works Acceptance Letter Submission | wastewater | Copy of the 'Sewage Works Acceptance Letter' | For sewage works under the City of Toronto CLI ECAs where applicant is an external party | high |
| #Q044 | administrative | reporting | mandatory | Wellness Report Acceptance Timing | other | For the purpose of the Wellness Report the Acceptance items are required post-construction when the infrastructure is put into service. | Post-construction | high |
| #Q045 | administrative | reporting | mandatory | Wellness Report Assumption Timing | other | 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. | At the end of the warranty period | high |
| #Q046 | administrative | unknown | guidance | Complex Infrastructure Additional Requirements Notice | other | The Wellness Report captures minimum requirements. For complex infrastructure such as trunk sewers, transmission watermains, drop structures, non-linear infrastructure (e.g. pumping stations), etc., there may be additional requirements. | For complex infrastructure | high |
| Req ID | Category | Intent | Legal Status | Name | Subdomain(s) | Limit Type | Limit Value | Context | Conditions | Confidence |
|---|---|---|---|---|---|---|---|---|---|---|
| #P001 | design | operational | mandatory | Fire Hydrant Rated Capacity (Class AA) | drinking water, other | requirement | >= 5680 litres/minute | Identification discs shall be placed with the following capacity indicating colour scheme. Colour: Light blue | high | |
| #P002 | design | operational | mandatory | Fire Hydrant Rated Capacity (Class A) | drinking water, other | requirement | 3784-5680 litres/minute | Identification discs shall be placed with the following capacity indicating colour scheme. Colour: Green | high | |
| #P003 | design | operational | mandatory | Fire Hydrant Rated Capacity (Class B) | drinking water, other | requirement | 1900-3785 litres/minute | Identification discs shall be placed with the following capacity indicating colour scheme. Colour: Orange | high | |
| #P004 | design | operational | mandatory | Fire Hydrant Rated Capacity (Class C) | drinking water, other | requirement | < 1900 litres/minute | Identification discs shall be placed with the following capacity indicating colour scheme. | high | |
| #P005 | design | reporting | guidance | Ballast Water Reporting Form Tank Capacity Options | wastewater, aquatic life | requirement | 20, 30, 50 tanks | The BWRF is available in three configurations based on the total number of tanks and holds recorded in the vessel’s ballast water management plan. | Use the shortest form which allows for the total number of tanks and holds recorded in the vessel’s BWMP | high |
| #P006 | operational | operational | recommended | Flow-Through Ballast Water Exchange Efficiency | wastewater, aquatic life | requirement | >= 300 % | Percentage of tanks volumetric capacity used to exchange for effective flow-through exchange (D-1 method). | Applicable when using Flow Through Method (FTM) | high |
| #P007 | operational | operational | mandatory | Deflection testing timing | wastewater | requirement | >= 30 calendar days | Complete deflection testing for all new flexible sanitary and storm sewers at least 30 calendar days after backfilling but prior to paving. | Applicable to flexible sanitary and storm sewers. | high |
| #P008 | operational | operational | mandatory | Stormwater infrastructure cleaning timing | other | requirement | <= 12 months | Verify infrastructure is cleaned as documented in Operation & Maintenance manual and within 12 months prior to assumption by City. | Applicable to underground storage tanks, MTDs, and ponds. | high |
| #P009 | design | operational | mandatory | Fire Hydrant Rated Capacity (Class AA) | drinking water | requirement | >= 5680 litres/minute | Identification discs shall be placed with the following capacity indicating colour scheme. Colour: Light blue | Applicable to fire hydrants for flow testing and markings | high |
| #P010 | design | operational | mandatory | Fire Hydrant Rated Capacity (Class A) | drinking water | requirement | 3784-5680 litres/minute | Identification discs shall be placed with the following capacity indicating colour scheme. Colour: Green | Applicable to fire hydrants for flow testing and markings | high |
| #P011 | design | operational | mandatory | Fire Hydrant Rated Capacity (Class B) | drinking water | requirement | 1900-3785 litres/minute | Identification discs shall be placed with the following capacity indicating colour scheme. Colour: Orange | Applicable to fire hydrants for flow testing and markings | high |
| #P012 | design | operational | mandatory | Fire Hydrant Rated Capacity (Class C) | drinking water | requirement | < 1900 litres/minute | Identification discs shall be placed with the following capacity indicating colour scheme. Colour: Red | Applicable to fire hydrants for flow testing and markings | high |
| #P013 | operational | operational | mandatory | Sewer Deflection Testing Timeline | wastewater | requirement | >= 30 calendar days | Testing required prior to paving but after backfilling | Applicable to all new flexible sanitary and storm sewers | high |
| #P014 | operational | operational | mandatory | Stormwater Infrastructure Cleaning Frequency | other | requirement | <= 12 months | Verify infrastructure is cleaned as documented in Operation & Maintenance manual | Required prior to assumption by City | high |
| #P015 | design | operational | mandatory | Fire Hydrant Rated Capacity (Class AA) | drinking water | requirement | >= 5680 litres/minute | Identification discs shall be placed with the following capacity indicating colour scheme. Colour: Light blue. | Applicable to fire hydrants flow testing and marking. | high |
| #P016 | design | operational | mandatory | Fire Hydrant Rated Capacity (Class A) | drinking water | requirement | 3784-5680 litres/minute | Identification discs shall be placed with the following capacity indicating colour scheme. Colour: Green. | Applicable to fire hydrants flow testing and marking. | high |
| #P017 | design | operational | mandatory | Fire Hydrant Rated Capacity (Class B) | drinking water | requirement | 1900-3785 litres/minute | Identification discs shall be placed with the following capacity indicating colour scheme. Colour: Orange. | Applicable to fire hydrants flow testing and marking. | high |
| #P018 | design | operational | mandatory | Fire Hydrant Rated Capacity (Class C) | drinking water | requirement | < 1900 litres/minute | Identification discs shall be placed with the following capacity indicating colour scheme. | Applicable to fire hydrants flow testing and marking. | high |
| #P019 | operational | operational | mandatory | Sewer Deflection Testing Timing | wastewater | requirement | >= 30 calendar days | Complete deflection testing for all new flexible sanitary and storm sewers after backfilling but prior to paving. | Applicable to flexible sanitary and storm sewers. | high |
| #P020 | operational | operational | mandatory | Stormwater Infrastructure Cleaning (Underground Tanks) | other | requirement | <= 12 months | Verify infrastructure is cleaned as documented in Operation & Maintenance manual. | Prior to assumption by City. | high |
| #P021 | operational | operational | mandatory | Stormwater Infrastructure Cleaning (MTDs) | other | requirement | <= 12 months | Verify infrastructure is cleaned as documented in Operation & Maintenance manual. | Prior to assumption by City. | high |
| #P022 | operational | operational | mandatory | Stormwater Infrastructure Cleaning (Ponds) | other | requirement | <= 12 months | Verify infrastructure is cleaned as documented in Operation & Maintenance manual. | Prior to assumption by City. | high |
| #P023 | operational | operational | mandatory | Sewer Deflection Testing Timing | wastewater | requirement | >= 30 calendar days | Complete deflection testing for all new flexible sanitary and storm sewers after backfilling but prior to paving | Applicable to flexible sanitary and storm sewers | high |
| #P024 | operational | operational | mandatory | Underground Storage Tank Cleaning Timing | other | requirement | <= 12 months | Verify infrastructure is cleaned as documented in Operation & Maintenance manual | Required within 12 months prior to assumption by City | high |
| #P025 | operational | operational | mandatory | Manufacturer Treatment Device (MTD) Cleaning Timing | other | requirement | <= 12 months | Verify infrastructure is cleaned as documented in Operation & Maintenance manual | Required within 12 months prior to assumption by City | high |
| #P026 | operational | operational | mandatory | Stormwater Pond Cleaning Timing | other | requirement | <= 12 months | Verify infrastructure is cleaned as documented in Operation & Maintenance manual | Required within 12 months prior to assumption by City | high |
| #P027 | operational | operational | mandatory | Flexible Sewer Deflection Testing Timeline | wastewater | requirement | >= 30 calendar days | Complete deflection testing for all new flexible sanitary and storm sewers after backfilling but prior to paving | Applicable to flexible sanitary and storm sewers | high |
| #P028 | operational | operational | mandatory | Underground Storage Tank Cleaning Interval | other | requirement | <= 12 months | Verify infrastructure is cleaned as documented in Operation & Maintenance manual | Required within 12 months prior to assumption by City | high |
| #P029 | operational | operational | mandatory | MTD Infrastructure Cleaning Interval | other | requirement | <= 12 months | Verify infrastructure is cleaned as documented in Operation & Maintenance manual | Required within 12 months prior to assumption by City | high |
| #P030 | operational | operational | mandatory | SWM Pond Cleaning Interval | other | requirement | <= 12 months | Verify infrastructure is cleaned as documented in Operation & Maintenance manual | Required within 12 months prior to assumption by City | high |
| Req ID | Category | Name | Context | Confidence |
|---|---|---|---|---|
| #D001 | MECP | Ministry of Environment, Conservation and Parks | high | |
| #D002 | ECA | Environmental Compliance Approval | high | |
| #D003 | CLI ECA | Consolidated Linear Infrastructure Environmental Compliance Approval | high | |
| #D004 | DWWP | Drinking Water Works Permit | high | |
| #D005 | Acceptance | Acceptance items are required post-construction when the infrastructure is put into service. Acceptance is required to start the warranty period. | high | |
| #D006 | Assumption | Assumption items are required at the end of the warranty period in order for the City to assume ownership of the infrastructure. | high | |
| #D007 | Submission Documents | one digital PDF of the completed Wellness Report including attachments | high | |
| #D008 | NLS | noxious liquid substances | high | |
| #D009 | Annex II | Regulations for the Control of Pollution by Noxious Liquid Substances in Bulk | high | |
| #D010 | IBC Code | International Code for the Construction and Equipment of Ships Carrying Dangerous Chemicals in Bulk | high | |
| #D011 | BCH Code | Code for the Construction and Equipment of Ships Carrying Dangerous Chemicals in Bulk | high | |
| #D012 | Act | Fisheries Act | high | |
| #D013 | actual deposit | the aggregate quantity, measured in pounds per day, of a deleterious substance prescribed in paragraph 4(a), (b), (c), (d) or (e) that is contained in all liquid effluent and once-through cooling water and that is actually deposited in any one day by a refinery | high | |
| #D014 | ammonia nitrogen | the nitrogen in ammonia that results from the operation of a refinery, that is contained in liquid effluent or once-through cooling water from that refinery and that is determined to be present therein by the test method referred to in item 4 of the table to Schedule IV | high | |
| #D015 | authorized deposit | the aggregate quantity, measured in pounds per day, of a deleterious substance prescribed in paragraph 4(a), (b), (c), (d) or (e) that is contained in all liquid effluent and once-through cooling water and that may be deposited in any one day by a refinery under the authority of these Regulations | high | |
| #D016 | ballast water | water, carried in a vessel for stability and seaworthiness, that is discharged from the vessel to a refinery prior to loading the vessel and includes water used for cargo or ballast tank cleaning | high | |
| #D017 | crude oil | virgin or naturally occurring unrefined petroleum and any hydrocarbons or mixture of hydrocarbons similar in composition to petroleum brought into a refinery for processing, but does not include hydrocarbons and residual fuels brought into a refinery primarily to meet the fuel requirements of that refinery or primarily for direct blending into finished products | high | |
| #D018 | day | a period of 24 consecutive hours | high | |
| #D019 | deposit | to deposit or permit the deposit in water frequented by fish | high | |
| #D020 | liquid effluent | subject to subsection (3), waste water and includes process water, cooling tower blow-down, tank draining, ballast water, storm water, wastes from water treatment facilities and run-off from land used for the disposition of waste water and sludges associated with the operation of a refinery | high | |
| #D021 | Minister | the Minister of the Environment | high | |
| #D022 | oil and grease | the oil and grease that results from the operation of a refinery, that is contained in liquid effluent or once-through cooling water from that refinery and that is determined to be present therein by the test method referred to in item 1 of the table to Schedule IV | high | |
| #D023 | once-through cooling water | subject to subsection (3), water that has been circulated once through heat exchangers, either singly or in series, for the purpose of removing heat from process streams and that is not intended to come into contact with the process streams | high | |
| #D024 | owner | the owner or operator of a refinery or his authorized representative | high | |
| #D025 | phenols | the hydroxy derivatives of benzene and its condensed nuclei that result from the operation of a refinery, that are contained in liquid effluent or once-through cooling water from that refinery and that are determined to be present therein by the test method referred to in item 2 of the table to Schedule IV | high | |
| #D026 | process water | water that is intended to come into contact with hydrocarbons or treating chemicals at a refinery | high | |
| #D027 | reference crude rate | the quantity of crude oil, expressed in thousand barrels per day, that, in accordance with section 6, has been declared by the owner of a refinery to be the reference crude rate of the refinery | high | |
| #D028 | refinery | facilities intended primarily for the separation and conversion of crude oil into products, including liquified petroleum gas, gasolines, naphthas, heating oils, fuel oils, asphalts, lubricating oils and greases, benzene, toluene, xylene, hydrogen, sulphur and coke, and includes blending, shipping and packaging facilities located on the refinery property and all properties developed for the operation of those facilities, but does not include facilities associated with the processing of natural gas or the production of synthetic petroleum originating from coal or bituminous sands | high | |
| #D029 | storm water | subject to subsection (2), water run-off that results from precipitation of any kind that falls on a refinery and includes water run-off originating from outside the refinery that passes over or through the refinery | high | |
| #D030 | stream day crude rate | the rate, in barrels per day, at which crude oil is processed in a refinery | high | |
| #D031 | sulfide | dissolved sulfide that results from the operation of a refinery that is contained in liquid effluent or once-through water from that refinery and that is determined to be present therein by the test method referred to in item 3 of the table to Schedule IV | high | |
| #D032 | total suspended matter | the non-filterable residue that results from the operation of a refinery, that is contained in liquid effluent or once-through cooling water from that refinery and that is determined to be present therein by the test method referred to in item 5 of the table to Schedule IV | high | |
| #D033 | reference crude rate | the maximum design stream day crude rate of the refinery, divided by 1,000 | high | |
| #D034 | revised reference crude rate | the arithmetic mean of stream day crude rates sustained in commercial operation for at least seven consecutive days, divided by 1,000 | high | |
| #D035 | revised reference crude rate | the arithmetic mean of stream day crude rates sustained in commercial operation for at least 14 consecutive days, divided by 1,000 | high |