Parameter Viewer

Document ID ca-on-epsswmw-2026-04-17-2 Title Environmental permissions for sewage and storm water management works URL https://www.ontario.ca/page/f-5-1-determination-treatment-requirements-municipal-and-private-sewage-treatment-works Jurisdiction /ca/on Subdomain(s) none Language Status completed Analyzed at 2026-05-12 04:14:58.282914+00:00 Relevance inventory_targeted_fetch

Q Qualitative Requirements (55)

Req ID Category Intent Legal Status Name Subdomain(s) Context Conditions Confidence
#Q001treatmenttreatmentmandatoryNormal Level of TreatmentwastewaterGuideline F-5 takes the approach that all sewage treatment works shall provide secondary treatment or equivalent as the "normal" level of treatment, unless individual receiving water assessment studies indicate the need for higher levels of treatment.Applies unless individual receiving water assessment studies indicate the need for higher levels of treatmenthigh
#Q002operationaltreatmentmandatoryReceiving Water Assessments RequirementwastewaterReceiving water assessments must be performed in all cases.All caseshigh
#Q003administrativeoperationalmandatoryResponsibility for Receiving Water AssessmentswastewaterThe carrying out of receiving water assessment studies and the interpretation of results will be the responsibility of the proponent of any new sewage treatment works or of any works undergoing expansion.For any new sewage treatment works or any works undergoing expansionhigh
#Q004treatmenttreatmentmandatoryImposition of Higher Than Normal TreatmentwastewaterIf the effluent requirement determined by the receiving water assessment is more stringent than the "normal" level of treatment as required in the Provincial guideline, then the treatment requirement derived from the assessment will be imposed.If the receiving water assessment effluent requirement is more stringent than the 'normal' level of treatmenthigh
#Q005administrativetreatmentrecommendedNitrogenous Oxygen Demand Limits DerivationwastewaterSince BOD5 does not include the oxygen demand due to the bio-chemical oxidation of total ammonia, for those sewage treatment works discharging into receivers where nitrogenous oxygen demand is important, a total ammonia nitrogen "(NH3+NH4+)-N" and/or total kjeldahl nitrogen limits should be derived and incorporated into the works' Certificates of Approval.For those sewage treatment works discharging into receivers where nitrogenous oxygen demand is importanthigh
#Q006prohibitionoperationalmandatoryProhibition of Sewage BypasswastewaterBypassing of raw sewage and primary effluent from nominally separate sewerage systems will not be allowed except in emergency conditions.Applies to nominally separate sewerage systems. Exceptions allowed in emergency conditions.high
#Q007reportingreportingmandatoryBypass Incidence NotificationwastewaterIn accordance with Section 15 of the Environmental Protection Act (R.S.O. 1990), and with Section 30(2) OWR Act (R.S.O. 1990), bypass incidence shall be recorded and the appropriate agencies (i.e., MOEE Region and/or Spills Action Centre, and Medical Officer of Health) notified.When bypass incidence occurshigh
#Q008reportingreportingmandatoryBypass Volume and Duration ReportingwastewaterIn addition, the measured or estimated volume, duration and reasons for bypassing shall be documented and reported to the MOEE Regional office.When bypass incidence occurshigh
#Q009administrativeoperationalmandatoryEmergency Bypass Facilities ApprovalwastewaterFor new works, emergency bypass facilities which permit by-passing from sewers, sewage pumping stations and sewage treatment works of sewage not satisfying the prescribed treatment requirements, must receive approval as required by Section 24 to 53 of the OWR Act.For new works implementing emergency bypass facilitieshigh
#Q010designoperationalmandatoryBypass Frequency and Volume Reduction MeasureswastewaterTo reduce the frequency and volume of sewage discharged from emergency by-passes to an acceptable minimum, measures shall be taken to provide adequate sewer and pumping station capacity, stand-by equipment, stand-by power, reserve storage capacity in sewers, and/or at treatment facilities and adequate capacity in sewage treatment works.high
#Q011corrective_actiontreatmentrecommendedStaged Programs for Infiltration/Inflow Flow ContainmentwastewaterWhere existing sewer systems are found to experience excessive infiltration/inflow problems, which result in unacceptable frequencies or quantities of raw sewage and/or primary effluent by-passing, and where the above measures alone are either impractical or uneconomical to reduce the by-passing to acceptable levels, staged programs should be developed for the ultimate containment of these flows by a combination of the above measures and the reduction of infiltration/inflow to the sewer systems.Where existing sewer systems experience excessive infiltration/inflow causing unacceptable bypassing, and basic prevention measures are impractical or uneconomicalhigh
#Q012administrativetreatmentrecommendedCombined Sewerage Staged Total Containment ProgramwastewaterAll municipalities serviced by combined sewerage should however prepare a staged program leading towards the ultimate goal of total containment for treatment of all sewage flows. This program should outline the sewerage works required along with their anticipated timing of implementation.For municipalities serviced by combined seweragehigh
#Q013designtreatmentrecommendedDesign for Combined Sewage OverflowswastewaterNew or expanded sewage treatment works servicing sewer systems containing combined sewer areas should be designed taking into account the problem of combined sewage overflows.For new or expanded sewage treatment works servicing sewer systems containing combined sewer areashigh
#Q014reportingreportingrecommendedExcess Primary Effluent Wet Weather Discharge ReportingwastewaterFor the present, effluent criteria need not be specified for excess primary effluent discharged in wet weather. Consequently, no compliance assessment program is currently necessary, although the frequencies of occurrence, volume and duration should be measured or estimated, recorded and reported to the Ministry Regional office as secondary by-pass.When excess primary effluent is discharged in wet weatherhigh
#Q015corrective_actionoperationalmandatoryUpgrading Existing Sewerage SystemswastewaterExisting municipal and private sewerage works not complying with Guideline F-5 shall be upgraded to meet the requirement of this guideline as soon as possible.For existing municipal and private sewerage works not complying with Guideline F-5high
#Q016administrativeoperationalmandatoryDevelopment of Upgrading ScheduleswastewaterIt will be the responsibility of the Ministry’s Regions to develop upgrading schedules taking into account local, national and international obligations.For upgrading non-compliant existing sewerage workshigh
#Q017designtreatmentrecommendedEffluent Design Objectives CompliancewastewaterSewage treatment works designed in accordance with the Ministry "Guidelines for the Design of Sewage Treatment Works" should be able to produce annual average effluent quality approximately equal to the Effluent Design Objectives, but not to exceed the Effluent Guidelines criteria.For sewage treatment works designed in accordance with Ministry "Guidelines for the Design of Sewage Treatment Works"high
#Q018designtreatmentmandatoryIndustrial Waste Input ConsiderationwastewaterIn selecting a sewage treatment process, consideration must be given to industrial waste inputs to ensure that the sewage treatment process will be compatible with the waste requiring treatment.When selecting a sewage treatment processhigh
#Q019administrativeoperationalrecommendedSewer Use By-laws ImplementationwastewaterIn all cases, sewer use by-laws should be in effect and under enforcement to control the wastes being discharged to the sewer system by industries.In all cases where industrial wastes are discharged to the sewer systemhigh
#Q020designtreatmentguidanceDesign Consideration for Pressure or Vacuum Sewer SystemswastewaterSpecial consideration may be required in selecting and designing a sewage treatment process for municipalities serviced either wholly or extensively by pressure or vacuum sewers.For municipalities serviced either wholly or extensively by pressure or vacuum sewershigh
#Q021administrativereportingmandatorySmall Drinking Water System Identification Notificationdrinking waterThe Small Drinking Water System Identification form is to be used by owners of small drinking water systems to notify in writing the medical officer of health in the health unit where their system is located before supplying drinking water to users of the system following construction or alteration of the small drinking water system or following a shut-down of the system that lasts longer than 7 days.following construction or alteration of the small drinking water system or following a shut-down of the system that lasts longer than 7 dayshigh
#Q022administrativereportingmandatoryLaboratory Services Notificationdrinking waterThe Laboratory Services Notification (LSN) form is to be used by small drinking water system owners/operators to notify the local public health unit in writing as to which licensed laboratories will test drinking water samples for their small drinking water systems.high
#Q023reportingreportingmandatoryNotice of Adverse Test Results and Issue Resolutiondrinking waterThe Notice of Adverse Test Results and Issue Resolution form is to be used by licensed laboratories and owners/operators of small drinking water systems to support required written notifications pertaining to small drinking water system adverse water quality incidents (AWQI).pertaining to small drinking water system adverse water quality incidents (AWQI)high
#Q024operationaloperationalmandatoryRisk-Based Site-Specific Directivesdrinking waterPublic health inspectors conduct individual site-specific risk assessments then issue a directive, setting out individual requirements for each system.based on individual site-specific risk assessmentshigh
#Q025administrativereportingguidanceContact Public Health Unit for Applicability Clarificationdrinking waterIf you are not sure whether your system is affected, contact your local public health unit.When the owner or operator is unsure if their system is regulated as a Small Drinking Water System under O. Reg 319/08high
#Q026administrativeoperationalmandatoryOWRA Section 53 Approval Requirementwastewatersection 53 of the OWRA requires approval prior to using, operating, establishing, altering, extending or replacing new or existing sewage worksPrior to using, operating, establishing, altering, extending or replacing new or existing sewage workshigh
#Q027administrativereportingmandatoryEASR Storm Water Management RegistrationotherYou must register your storm water management works in the EASR when they meet all the following criteria: the works are not owned by a municipality or will not be assumed by a municipality in the future; any processing, repair or maintenance of goods and materials at the property where the works are located are conducted indoors; the works or any part of the works does not and will not receive any discharge of process water, cooling water, wash water or sanitary sewageWhen specific criteria regarding ownership, indoor operations, and discharge types are methigh
#Q028administrativeoperationalmandatoryPermission Determination RequirementwastewaterYou must determine the type of environmental permission that applies to your activity and apply for an ECA or self-register in the EASR before using, operating, establishing, altering, extending or replacing a sewage works which discharge to surface water or the ground surface.Before using, operating, establishing, altering, extending or replacing works discharging to surface water or ground surfacehigh
#Q029operationaloperationalmandatoryECA Condition CompliancewastewaterYou must comply with all the conditions listed in any ECA issued to you by the ministry.When an ECA has been issuedhigh
#Q030administrativereportingmandatoryEASR Non-Transferability and Self-RegistrationotherIf there is a storm water management works that is registered in the EASR, that registration cannot be transferred, and you are responsible for self-registering the works under your my Ontario account.Upon acquisition of a facility with existing EASR registered storm water workshigh
#Q031administrativeoperationalmandatoryAcquisition Obligation ResponsibilitywastewaterWhen you acquire a sewage works, you become responsible for all obligations associated with the sewage works at the time of purchase.Upon acquisition of sewage workshigh
#Q032administrativeoperationalmandatoryECA Amendment RequirementwastewaterAn amendment to your sewage works ECA is required before altering, extending or replacing a sewage works.Before altering, extending or replacing existing works under an ECAhigh
#Q033administrativeoperationalmandatoryLEP Retention for EASR UpdatesotherIf you have registered your storm water management works in EASR, you must retain a LEP to update your storm water management works report or prepare an addendum and upload it into the registry before you make any changes.Before making changes to storm water management works registered in EASRhigh
#Q034operationaloperationalmandatoryFacility Classification and Operator CertificationwastewaterAll applicable facilities must be classified in accordance with the regulation and comply with operator certification requirements.For sewage works specified under O. Reg. 129/04high
#Q035operationaloperationalmandatoryHauled Sewage Transport and Disposal ResponsibilitywastewaterIt is your responsibility to ensure all hauled sewage removed from your sewage works is: transported by a carrier with an approved waste management system [and] deposited at an approved waste disposal site or dedicated septage treatment worksWhen hauled sewage is removed from the facilityhigh
#Q036reportingreportingmandatorySpill Reporting ObligationotherSpills are required to be reported immediately or as soon as practicable to the ministry.Upon the occurrence of a spillhigh
#Q037corrective_actionoperationalmandatorySpill Cleanup and Restoration DutyotherPart X also requires the owner of the pollutant spilled, and the person who had control of the pollutant spilled to promptly clean up and restore the environment if the spill causes or is likely to cause an adverse effect.If a spill causes or is likely to cause an adverse effecthigh
#Q038operationaloperationalmandatorySpill Prevention and Contingency PlanningotherUnder section 91.1 of the EPA, a regulated person shall develop and implement plans to prevent or reduce risk of spills of pollutants, and to prevent, eliminate or ameliorate any adverse effects that result or may result from spills of pollutants.For regulated persons as defined under the EPAhigh
#Q039administrativeoperationalmandatoryResponsibility to identify infrastructure and obtain permissionswastewaterIf you do not know where your sewage goes, it is your responsibility to determine whether you are the owner of infrastructure designed to collect, transmit, store, treat or dispose of sewage and obtain any necessary environmental permissions.When sewage destination is unknownhigh
#Q040operationaloperationalmandatoryOwner responsibility for ECA compliancewastewaterThe owner is responsible for ensuring that all sewage works have, and are operated in compliance with, an ECA.high
#Q041reportingreportingrecommendedNotification of non-compliancewastewaterIf you have not met, or know you will not be able to meet, a legal requirement related to constructing, operating or maintaining your sewage works, you should contact your local ministry office to discuss how you can bring the sewage works into compliance.When legal requirements are not met or cannot be methigh
#Q042operationaloperationalmandatorySpill plan content requirementsotherThe plan must include: steps to notify the ministry, other public authorities and members of the public who may be affected by the spill [and] measures to ensure that appropriate equipment, material and personnel are available to respond to a spill.Mandatory components for spill prevention and contingency plans under EPA section 91.1high
#Q043administrativeoperationalmandatoryFinancial Assurance EstimatewastewaterWhere applicable, the ECA application must include an estimate of the required amount of financial assurance.When applying for an ECA where financial assurance is requiredhigh
#Q044operationaloperationalmandatoryEASR Activity Regulation ComplianceotherYou must comply with the relevant regulation for the EASR activity that you are self-registering.When self-registering an activity in the EASRhigh
#Q045administrativeoperationalmandatoryBuilding Code Act Permit RequirementwastewaterPermits are required prior to construction of the majority of systems regulated under the Building Code Act and are typically issued by your local municipality or Health Unit.Prior to construction of systems regulated under the Building Code Acthigh
#Q046corrective_actionoperationalmandatoryUnauthorized Works Evaluation ResponsibilitywastewaterIf the sewage works has (or you suspect it has) been extended or altered without the applicable environmental permission having been obtained, it is the owner’s responsibility to have the sewage works evaluated and to apply for any necessary ECA or self-register in the EASR including amendments.When sewage works have been extended or altered without permissionhigh
#Q047administrativeoperationalmandatoryPollution Prevention and Control Plan DevelopmentwastewaterGuideline F-5-5 requires each operating authority with a combined sewer system to develop a pollution prevention and control plan to address the impact of combined sewer overflows.For operating authorities with a combined sewer systemhigh
#Q048monitoringreportingrecommendedCarrier and Receiving Site RecordswastewaterThe ECA number for all carriers and receiving sites should be recorded in your operation and maintenance logs as a best management practice.Best management practice for tracking hauled sewage transporthigh
#Q049operationaloperationalrecommendedMaintenance Manual Review FrequencywastewaterThese manuals should be reviewed regularly and include details on when the maintenance was performed; and documentation such as a checklist, detailing who services the equipment, what services were performed and when they were performed.Maintenance program best practiceshigh
#Q050reportingreportingmandatoryInspection Action Reporting and VerificationotherThese required actions normally have a completion date by which you must report and verify to the ministry that the identified required work or actions have been completed for your sewage works.When an inspection report identifies required actions with completion dateshigh
#Q051operationaloperationalmandatoryConstruction Dewatering Operation CompliancewastewaterOntario Regulation 63/16: Water Taking under the EPA is applicable to sewage works used solely for the collection, transmission, treatment, and disposal of storm water and ground water to dewater work areas within a construction site. It does not require applicable sewage works be registered but does require that they be operated in accordance with prescribed requirements.Sewage works used solely for dewatering construction siteshigh
#Q052administrativeoperationalrecommendedPre-submission Consultation RecommendationwastewaterIt is strongly recommended that you consult the ministry before submitting your approval application to confirm supporting information requirements and site-specific considerations.Before submitting an ECA applicationhigh
#Q053administrativereportingrecommendedAcquisition Documentation CheckwastewaterIf you are acquiring a facility with an existing sewage works, it is important to make sure that you receive copies of all applicable approvals, operation and maintenance records, past ministry inspection reports, as applicable, [and] copies of any ministry control documents and correspondence.When acquiring a facility with existing sewage workshigh
#Q054prohibitionreportingmandatorySpill Reporting OffenceotherFailure to report the spill of a pollutant to the ministry is an offence.Upon a spill of a pollutant into the natural environmenthigh
#Q055administrativereportingmandatorySpill Reportability Evaluation KnowledgeotherYou must fully understand the application of Ontario Regulation 675/98: Classification and Exemption of Spills and Reporting of Discharges prior to evaluating whether a spill is reportable to the ministry or any other regulatory agency.Prior to evaluating whether a spill is reportablehigh

P Quantitative Requirements (25)

Req ID Category Intent Legal Status Name Subdomain(s) Limit Type Limit Value Context Conditions Confidence
#P001chemicaltreatmentmandatoryBOD5 removalwastewaterrequirement30 %Primary treatment without total phosphorus removalInterim guideline while plants are being upgraded to secondary treatmenthigh
#P002physicaltreatmentmandatorySuspended Solids removalwastewaterrequirement50 %Primary treatment without total phosphorus removalInterim guideline while plants are being upgraded to secondary treatmenthigh
#P003chemicaltreatmentmandatoryBOD5 removalwastewaterrequirement50 %Primary treatment with total phosphorus removalInterim guideline while plants are being upgraded to secondary treatmenthigh
#P004physicaltreatmentmandatorySuspended Solids removalwastewaterrequirement70 %Primary treatment with total phosphorus removalInterim guideline while plants are being upgraded to secondary treatmenthigh
#P005chemicaltreatmentrecommendedBOD5 Effluent Design Objectivewastewatertreatment_goal15 mg/LConventional Activated Sludge without TP removalExpected effluent quality under optimum conditionshigh
#P006physicaltreatmentrecommendedSS Effluent Design Objectivewastewatertreatment_goal15 mg/LConventional Activated Sludge without TP removalExpected effluent quality under optimum conditionshigh
#P007chemicaltreatmentguidelineBOD5 Effluent Guidelinewastewaterrequirement25 mg/LConventional Activated Sludge without TP removalCriteria which the average annual effluent quality should not exceedhigh
#P008physicaltreatmentguidelineSS Effluent Guidelinewastewaterrequirement25 mg/LConventional Activated Sludge without TP removalCriteria which the average annual effluent quality should not exceedhigh
#P009chemicaltreatmentrecommendedTP Effluent Design Objectivewastewatertreatment_goal1.0 mg/LConventional Activated Sludge with TP removalExpected effluent quality under optimum conditionshigh
#P010chemicaltreatmentrecommendedBOD5 Effluent Design Objectivewastewatertreatment_goal20 mg/LContact Stabilization without TP removalExpected effluent quality under optimum conditionshigh
#P011physicaltreatmentrecommendedSS Effluent Design Objectivewastewatertreatment_goal20 mg/LContact Stabilization without TP removalExpected effluent quality under optimum conditionshigh
#P012chemicaltreatmentguidelineBOD5 Effluent Guidelinewastewaterrequirement25 mg/LContact Stabilization without TP removalCriteria which the average annual effluent quality should not exceedhigh
#P013chemicaltreatmentrecommendedBOD5 Effluent Design Objectivewastewatertreatment_goal25 mg/LContinuous Discharge Lagoon without TP removalExpected effluent quality under optimum conditionshigh
#P014physicaltreatmentguidelineSS Effluent Guidelinewastewaterrequirement40 mg/LContinuous Discharge Lagoon without TP removalCriteria which the average annual effluent quality should not exceedhigh
#P015chemicaltreatmentrecommendedTP Effluent Design Objectivewastewatertreatment_goal0.5 to 1.0 mg/LSeasonal Lagoon with TP removal by batch chemical dosageExpected effluent quality under optimum conditionshigh
#P016chemicaltreatmentrecommendedBOD5 Effluent Design Objectivewastewatertreatment_goal10 mg/LAdvanced treatment: Conventional Activated Sludge with TP removal and filtrationExpected effluent quality under optimum conditionshigh
#P017physicaltreatmentrecommendedSS Effluent Design Objectivewastewatertreatment_goal5 mg/LAdvanced treatment: Conventional Activated Sludge with TP removal and filtrationExpected effluent quality under optimum conditionshigh
#P018chemicaltreatmentrecommendedTP Effluent Design Objectivewastewatertreatment_goal0.3 mg/LAdvanced treatment: Conventional Activated Sludge with TP removal and filtrationExpected effluent quality under optimum conditionshigh
#P019chemicaltreatmentrecommended(NH3+NH4+)-N Effluent Design Objectivewastewatertreatment_goal<1.0 mg/LAdvanced treatment: Conventional Activated Sludge with nitrificationExpected warm weather effluent concentrationhigh
#P020chemicaltreatmentrecommendedBOD5 Effluent Design Objectivewastewatertreatment_goal5 mg/LAdvanced treatment: Extended Aeration with TP removal and filtrationExpected effluent quality under optimum conditionshigh
#P021chemicaloperationalguidanceRaw Sewage BOD5wastewaterunknown170 mg/LAssumed raw sewage quality for determining Effluent Design ObjectivesRaw sewage propertieshigh
#P022chemicaloperationalguidanceRaw Sewage soluble BOD5wastewaterunknown50 %Assumed raw sewage quality for determining Effluent Design ObjectivesRaw sewage propertieshigh
#P023physicaloperationalguidanceRaw Sewage SSwastewaterunknown200 mg/LAssumed raw sewage quality for determining Effluent Design ObjectivesRaw sewage propertieshigh
#P024chemicaloperationalguidanceRaw Sewage TPwastewaterunknown7 mg/LAssumed raw sewage quality for determining Effluent Design ObjectivesRaw sewage propertieshigh
#P025chemicaloperationalguidanceRaw Sewage (NH3+NH4+)-Nwastewaterunknown20 mg/LAssumed raw sewage quality for determining Effluent Design ObjectivesRaw sewage propertieshigh

D Definitions (0)

No definitions.