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Document ID ca-on-fdtrmpc-2016-03-08 Title F-5-5 Determination of treatment requirements for municipal and private combined URL https://www.ontario.ca/page/f-5-5-determination-treatment-requirements-municipal-and-private-combined Jurisdiction /ca/on Subdomain(s) none Language Status completed Analyzed at 2026-05-12 04:14:39.579496+00:00 Relevance inventory_targeted_fetch

Q Qualitative Requirements (46)

Req ID Category Intent Legal Status Name Subdomain(s) Context Conditions Confidence
#Q001designoperationalrecommendedSeparate Sewer Construction RequirementwastewaterAll new sewer construction within the Province of Ontario should be of the 'separate' type, with all forms of storm and groundwater flow being excluded to the greatest possible extent.Applies to new sewer constructionhigh
#Q002prohibitionoperationalmandatoryNew Combined Sewer System ProhibitionwastewaterNew 'combined' sewer systems will not be approved.Applies to new sewer systemshigh
#Q003administrativeoperationalmandatoryMinistry Requirements for Combined Sewer Systemswastewater, recreational waterTo meet the goals of this Procedure each municipality or operating authority of a combined sewer system will be expected to: 1. develop a Pollution Prevention and Control Plan (PPCP) as outlined in Section 5; 2. meet minimum CSO controls as outlined in Section 6; and 3. provide additional controls for beaches impaired by CSOs where water quality is not meeting the PWQO for E. coli as outlined in Section 9 where required by receiving water quality conditions as specified in Procedure B-1-1Applies to municipalities or operating authorities of a combined sewer systemhigh
#Q004monitoringoperationalmandatoryDischarge Investigation and PrioritizationwastewaterWhere the pollution problem is due to a combination of sources, the discharges will be investigated and prioritized based on the relevant significance of the various discharges.Applies when the pollution problem is due to a combination of sourceshigh
#Q005monitoringreportingmandatoryCombined Sewer System CharacterizationwastewaterMonitoring, modelling and other appropriate means shall be used to characterize the CSS and the response of the CSS to precipitation events. The characterization shall include the determination of the location, frequency and volume of the CSOs as well as the concentrations and mass of pollutants resulting from CSOs.high
#Q006reportingreportingmandatoryCombined Sewer System Record KeepingwastewaterRecords shall be kept for combined sewer systems including the following: location and physical description of CSO outfalls in the collection system, emergency overflows at pumping stations, and bypass locations at STPs; location and identification of receiving water bodies for all combined sewer outfalls; combined sewer system flow and STP treatment capacities; present and future expected peak flow rates during dry weather and wet weather; capacity of all regulators; and location of cross-connections.high
#Q007operationaloperationalmandatoryOperational Procedures DevelopmentwastewaterOperational procedures shall be developed for combined sewer systems including the following: combined sewer maintenance programs; and, regulator inspection and maintenance programs.high
#Q008operationaloperationalmandatoryDry-Weather CSO EliminationwastewaterEliminate CSOs during dry-weather periods except under emergency conditions. Each municipality shall demonstrate that the combined sewer system, including the regulators, and associated treatment facilities are adequate for the transmission and treatment of all peak dry weather flows from the service area.Except under emergency conditions (e.g., basement flooding, damage to equipment at treatment works)high
#Q009operationaloperationalmandatoryPollution Prevention Programs ImplementationwastewaterEstablish and implement Pollution Prevention programs that focus on pollutant reduction activities at source e.g. reduced use of potential pollutants like fertilizer and pesticides in parks; public education programs on e.g. anti-littering and illegal dumping of used motor oil and other materials into catchbasins; water conservation to reduce dry weather sanitary flow and hence CSOs; street cleaning to reduce CSO floatables; roof-leader disconnection and installing rain barrels to reduce flows into the sewer system; education/assistance for industries to minimize the use/discharge of pollutants; and enforcement of municipal by-laws or regulations.high
#Q010operationaloperationalmandatorySystem Inspection and Maintenance ProgramswastewaterEstablish and implement proper operation and regular inspection and maintenance programs for the combined sewer system in order to ensure continued proper system operation.high
#Q011operationaloperationalmandatoryFloatables Control Program ImplementationwastewaterEstablish and implement a floatables control program to control coarse solids and floatable materials e.g. by reducing the amount of street litter that enters the catchbasins and the CSS; by removing debris from CSOs at the outfalls using measures such as trash racks and screens; and by removing floatables from the surface of the receiving water after a CSO occurs.high
#Q012operationaloperationalmandatoryCollection System Storage MaximizationwastewaterMaximize the use of the collection system for the storage of wet weather flows which are conveyed to the Sewage Treatment Plant for treatment when capacity is available e.g. by adjusting regulator settings.During wet weather flows when capacity is availablehigh
#Q013operationaltreatmentmandatoryWet Weather Flow Treatment MaximizationwastewaterMaximize the flow to the Sewage Treatment Plant for the treatment of wet weather flows e.g. by removing obstructions to flow. The secondary treatment capacity should be utilized as much as possible for treating wet weather flows with the balance of flows being subject to primary treatment.During wet weather flowshigh
#Q014operationaltreatmentrecommendedTreatment Process OptimizationwastewaterThe treatment processes of the sewage treatment plants should be optimized to minimize the pollutant loadings under wet weather conditions.Under wet weather conditionshigh
#Q015treatmenttreatmentmandatoryMinimum Wet Weather Treatment LevelwastewaterDuring wet weather, the minimum level of treatment required for flows above the dry weather flow (as specified in sections 6 and 9) from combined sewer systems is primary treatment or equivalent.During wet weather for flows above the dry weather flowhigh
#Q016treatmenttreatmentmandatoryBypass Flow Primary Treatment MinimumwastewaterThe flows in the STP which bypass the secondary treatment will be subject to a minimum level of primary treatment.For flows that bypass secondary treatment in the STP during wet weatherhigh
#Q017treatmenthealthmandatoryEffluent Disinfection Requirementwastewater, recreational waterEffluent disinfection is required where the effluent affects swimming and bathing beaches and other areas where there are public health concerns.Where the effluent affects swimming and bathing beaches and other areas with public health concernshigh
#Q018treatmenthealthmandatoryEffluent Dechlorination RequirementwastewaterIn cases where chlorination is used as the disinfection process, subsequent dechlorination of the sewage works effluents shall be used to minimize the adverse effects of chlorine residuals on public health and the aquatic environment where necessary.Where chlorination is used as the disinfection processhigh
#Q019treatmenthealthrecommendedSTP Bypass DisinfectionwastewaterAll bypasses at the Sewage Treatment Plant should be subjected to the disinfection process where available in order to reduce the bacterial loadings at discharge.Where disinfection process is availablehigh
#Q020monitoringoperationalrecommendedWastewater Flow MonitoringwastewaterMonitoring of wastewater flows and overflows should be undertaken at locations within the sewer system for the purposes of assessing upgrading requirements and determining compliance with Ministry requirements.high
#Q021monitoringreportingmandatoryMonitoring Program ResponsibilitywastewaterThe nature of monitoring programs shall be specified in the Pollution Prevention and Control Plan or as determined by the Ministry through its Regional staff The responsibility for providing monitoring shall rest with the municipality or operating authority of the combined sewer system.high
#Q022prohibitionoperationalmandatoryCurtailment of New Sanitary ConnectionswastewaterWhen and where significant combined sewer system deficiencies exist, the Regional Office of the Ministry shall require that the provision of sanitary servicing for additional development tributary to the deficient system be curtailed to prevent aggravation of the problem until the necessary upgrading, as outlined by a Pollution Prevention and Control Plan is carried out in keeping with the requirements of this Procedure.When and where significant combined sewer system deficiencies existhigh
#Q023designtreatmentrecommendedStaged Upgrading Flow Transmission RequirementwastewaterThe staged upgrading should at a minimum provide for the transmission and treatment of all flows from the additional development.Applies to significant development as upgrading proceedshigh
#Q024prohibitionoperationalmandatoryNew Storm Connection ProhibitionwastewaterNew storm drainage systems shall not be permitted to connect to existing combined systems if that increases the gross area serviced by the combined sewer system except where evaluations indicate that circumstances allow no other practical alternative.If the connection increases the gross area serviced by the combined sewer systemhigh
#Q025reportingreportingmandatoryStorm Connection Evaluation DocumentationwastewaterThe evaluations must be documented as part of a Pollution Prevention and Control Plan.When exceptions are made for connecting new storm drainage to existing combined systemshigh
#Q026prohibitionoperationalmandatoryPiece-meal Construction Limitationwastewater"Piece-meal" construction on existing combined sewer systems will be permitted only with overriding justification such as for the purpose of relocation (e.g., to accommodate underground utilities, subway structures, new buildings and pedestrian tunnels, etc.) or for the purpose of capacity improvement (e.g., to relieve basement flooding or to provide emergency additional conveyance capacity to treatment works to reduce overflows) or for rehabilitating deteriorated sewer conditions.Requires overriding justificationhigh
#Q027administrativeoperationalrecommendedProcedure Deviation ReviewwastewaterAny deviation or relaxation from this Procedure should be reviewed by the Regional Director and the Director, Program Development Branch.When deviating or relaxing requirements from this Procedurehigh
#Q028prohibitionoperationalmandatoryCSO Volume Increase ProhibitionwastewaterNo increases in CSO volumes above existing levels at each outfall will be allowed except where the increase is due to the elimination of upstream CSO outfalls.Applies at each outfall unless resulting from upstream outfall eliminationhigh
#Q029operationaltreatmentrecommendedOff-season Treatment Capacity MaintenancewastewaterDuring the remainder of the year, at least the same storage and treatment capacity should be maintained for treating wet weather flow.Applies during the remainder of the year outside the seven-month period commencing April 1high
#Q030operationaloperationalrecommendedSTP Wet Weather Operation EvaluationwastewaterThe Pollution Prevention and Control Planning study should evaluate the operation of the Sewage Treatment Plant under wet weather conditions in consultation with Ministry Regional staff.Part of the PPCP studyhigh
#Q031administrativereportingmandatoryPublic Health Concern Identificationrecreational waterThe local Medical Officer of Health identifies public health concerns such as e.g. whether recreational beaches are safe for swimming.high
#Q032operationalhealthrecommendedBeach Protection Performance Standardrecreational waterThere should be no violation of the body contact recreational water quality objective (Provincial Water Quality Objectives (PWQO)) for E. coli of 100 E. coli per 100 ml. based on a geometric mean at swimming and bathing beaches as a result of CSOs for at least 95% of the four-month season (June 1 to September 30) for an average year.Applies to swimming and bathing beaches during the four-month seasonhigh
#Q033treatmenttreatmentmandatorySatellite Treatment Primary Treatment RequirementwastewaterSatellite treatment facilities when used to treat wet weather flows from combined sewer systems are subject to the minimum level of primary treatment requirements specified above.When satellite treatment facilities are used to treat wet weather flows from combined sewer systemshigh
#Q034administrativereportingrecommendedPPCP Implementation Plan Content RequirementwastewaterThe implementation plan should show how the minimum CSO prevention and control requirements and other criteria in this Procedure are being achieved.As part of the implementation plan within a Pollution Prevention and Control Plan (PPCP)high
#Q035designoperationalrecommendedWet Weather Hydraulic Capacity InvestigationwastewaterMeasures to increase the wet weather hydraulic capacity at the Sewage Treatment Plant (e.g. Step Feed operation) should be investigated.When maximizing flow to the Sewage Treatment Plant for wet weather flowshigh
#Q036administrativeoperationalrecommendedPPCP Development ObjectiveswastewaterA Pollution Prevention and Control Plan (PPCP) should be developed to meet the goals of the Procedure by: outlining the nature, cause and extent of pollution problems; examining alternatives and proposing remedial measures; and, recommending an implementation program.high
#Q037designtreatmentmandatoryCSO Control Alternatives ExaminationwastewaterTo address the impact of CSOs the components of the PPCP shall include: ... 2. an examination of non-structural and structural CSO control alternatives that may include: source control; inflow/infiltration reduction; operation and maintenance improvements; control structure improvements; collection system improvements; storage technologies; treatment technologies; sewer separation.high
#Q038administrativereportingmandatoryPPCP Implementation Plan Specific ContentwastewaterTo address the impact of CSOs the components of the PPCP shall include: ... 3. an implementation plan with cost estimates and schedule of all practical measures to eliminate dry weather overflows and minimize wet weather overflows.high
#Q039treatmenttreatmentmandatorySecondary Treatment Performance During Wet WeatherwastewaterDuring wet weather, for secondary treatment plants, the flows through the secondary treatment capacity will be subject to the process effluent concentration criteria of the STP.Applies to secondary treatment plants for flows within secondary capacity during wet weatherhigh
#Q040treatmenthealthmandatoryTreatment for Controlled Combined Sewagewastewater, recreational waterensuring that the controlled combined sewage which does not overflow receives a level of treatment (as specified in section 7) plus disinfection (as specified in section 8) is deemed to satisfy section 9(a).Applies when utilizing the event-based control path for beach protectionhigh
#Q041administrativeoperationalmandatoryRegulatory Enforcement and Review ProcedureswastewaterProcedure F-5-5 will be used to: 1. review applications for approval to ensure that the proponent is in compliance with the Procedure prior to the issuance of a Certificate of Approval; 2. assist regional staff in setting minimum requirements in preparing Control Orders to bring systems into compliance with the Procedure; 3. assist enforcement staff in evaluating a combined sewer system operator’s due diligence when investigating violations of the Environmental Protection Act and/or the Ontario Water Resources Act.high
#Q042administrativereportingmandatoryClass B Labeling RequirementsotherAdditional information must be shown on the label regarding essential conditions for display, distribution and limitations on use.Applies to Class B (Restricted) pesticideshigh
#Q043prohibitionoperationalmandatoryClass C Training Requirementagricultural water, otherThe pesticide can only be used by trained persons including certified farmers, licensed exterminators and permit holders.Applies to Class C (Commercial) pesticideshigh
#Q044prohibitionoperationalmandatoryClass E Certification Requirementagricultural waterCorn and soybean seeds that are treated with neonicotinoids are restricted for use by certified persons in Ontario.Applies to Class E pesticides (clothianidin, imidacloprid, thiamethoxam)high
#Q045prohibitionoperationalmandatoryCosmetic Pesticide Ban ComplianceotherPesticides can only be used for cosmetic purposes if the: use is permitted under an exception to the ban, or active ingredient in the pesticide is included on the Allowable ListApplies to non-essential/cosmetic pesticide use on lawns and gardenshigh
#Q046operationaloperationalrecommendedAllowable List Version VerificationotherPlease check the list to ensure you use the most current version.When using pesticides from the Allowable Listhigh

P Quantitative Requirements (29)

Req ID Category Intent Legal Status Name Subdomain(s) Limit Type Limit Value Context Conditions Confidence
#P001operationaltreatmentmandatorywet weather flow volume capturewastewaterrequirement>= 90 %capture and treat for an average year all the dry weather flow plus 90% of the volume resulting from wet weather flow that is above the dry weather flow.During a seven-month period commencing within 15 days of April 1high
#P002chemicaltreatmentguidelinecarbonaceous biochemical oxygen demand (BOD) removalwastewatertreatment_goal30 %The effluent guideline for primary treatment is 30% carbonaceous biochemical oxygen demand (BOD) removalfor an average year during the seven month period as specified in section 6(g).high
#P003physicaltreatmentguidelinetotal suspended solids (TSS) removalwastewatertreatment_goal50 %and 50% total suspended solids (TSS) removal for an average yearfor an average year during the seven month period as specified in section 6(g).high
#P004physicaltreatmentrecommendedtotal suspended solidswastewaterrequirement<= 90 mg/lfor satellite treatment facilities the effluent concentration for total suspended solids should not exceed 90 mg/l for more than 50 % of the timefor satellite treatment facilities... for more than 50 % of the time for an average year during the seven-month period as specified in section 6(g).high
#P005microbiologicalhealthmandatoryE. coliwastewater, recreational waterrequirement<= 1000 E. coli per 100 mlThe interim effluent quality criterion for disinfected combined sewage during wet weather is a monthly geometric mean not exceeding 1000 E. coli per 100 ml.for disinfected combined sewage during wet weatherhigh
#P006microbiologicalhealthrecommendedE. coliwastewater, recreational waterrequirement<= 100 E. coli per 100 mlbody contact recreational water quality objective (Provincial Water Quality Objectives (PWQO)) for E. coli of 100 E. coli per 100 ml. based on a geometric meanat swimming and bathing beaches as a result of CSOs for at least 95% of the four-month season (June 1 to September 30) for an average year.high
#P007operationaloperationalrecommendedoverflow eventswastewater, recreational waterrequirement<= 2 events per seasonControlling to not more than two overflow events per seasonper season (June 1 to September 30) for an average year in a combined sewer systemhigh
#P008operationaloperationalrecommendedCSO durationwastewaterrequirement< 48 hourscombined total duration of the CSOs at any single CSO location being less than 48 hoursat any single CSO locationhigh
#P009operationaltreatmentmandatoryGrease and solids accumulation limitwastewaterrequirement< 25 %grease interceptor shall be serviced before the grease and solids, combined, reach 25% of the interceptor's liquid volumeStandard servicing requirement unless otherwise determined by the General Managerhigh
#P010operationaloperationalmandatoryStandard grease interceptor servicing frequencywastewaterrequirement<= 4 weeksthe grease interceptor shall be serviced ... every four weeks, whichever is earlierStandard interval for all FSEshigh
#P011operationaloperationalmandatoryAuthorized maximum servicing frequencywastewaterrequirement<= 8 weeksThe General Manager may authorize in writing a longer servicing frequency (up to a maximum of 8 weeks)If FSE establishes through daily measurements that 25% limit is not reached in 4 weekshigh
#P012operationalreportingmandatoryRecord retention periodwastewaterrequirement>= 7 yearsEach of these records shall be retained for a minimum period of seven (7) yearsApplies to service contracts, invoices, and maintenance logshigh
#P013operationalreportingmandatorySpill report submission deadlinewastewaterrequirement<= 5 daysA spill report shall be submitted to Toronto Water in accordance with Chapter 681 within 5 days of the spillFollowing immediate reporting via 311high
#P014physicaltreatmentguidelineHydro-mechanical grease interceptor FOG removal efficiencywastewatertreatment_goal> 85 %These devices employ a flow restrictor and are designed to remove over 85% of the incoming FOGTypical point-of-use unitshigh
#P015designtreatmentguidelineHydro-mechanical grease interceptor flow rating rangewastewaterrequirement26 - 380 L/minThey have a flow rating of not less than 26 L/min (7 gpm) and not more than 380 L/min (100 gpm)Design standard for hydro-mechanical unitshigh
#P016designtreatmentguidelineGravity grease interceptor retention timewastewaterrequirement30 minutesGravity grease interceptors are large in-ground passive interceptors that have long retention time (about 30 minutes instead of 1 minute)High-flow applicationshigh
#P017designoperationalmandatorySecondary flow control head thresholdwastewaterrequirement> 5 feetAll grease and oil interceptors shall have an internal flow control and, where the head will exceed five feet, a secondary flow control shall be requiredAs per Ontario Building Code requirements in Appendix 3high
#P018operationaloperationalmandatorySilt valve operation duration (Grease Recovery Device)wastewaterrequirement10 secondsSilt valve held for 10 seconds (run water through sink)Part of daily maintenance checklist for GRDshigh
#P019designtreatmentguidelineGravity grease interceptor capacity rangewastewaterrequirement300 - 2000 gallonsThese interceptors range in size from 300 to 2000 gallons and are constructed of concrete, fiberglass, or steel.Typical size for gravity grease interceptorshigh
#P020unknownreportingmandatoryMaximum fine for individual contraventionotherrequirement<= 75000 dollarsConviction for contraventions of Chapter 681 - Sewers can range up to $75,000 for an individual.Individual conviction for Sewers Bylaw contraventionhigh
#P021unknownreportingmandatoryMaximum fine for corporation contraventionotherrequirement<= 100000 dollarsConviction for contraventions of Chapter 681 - Sewers can range up to $100,000 for a corporation.Corporate conviction for Sewers Bylaw contraventionhigh
#P022operationaloperationalmandatoryManual servicing surface bailout frequencywastewaterrequirement1 weekPerform a weekly surface bailout where surface FOG and solids are removed.Permitted only where FSE generates low volume FOG and has no stove or fryerhigh
#P023operationaloperationalmandatoryManual servicing vacuuming frequencywastewaterrequirement1 monthPerform a monthly vacuuming where FOG, solids and water are removed and the grease interceptor thoroughly cleaned.Permitted only where FSE generates low volume FOG and has no stove or fryerhigh
#P024designtreatmentguidelineHydro-mechanical grease interceptor flow ratingwastewaterrequirement26 - 380 (7 - 100) L/min (gpm)They have a flow rating of not less than 26 L/min (7 gpm) and not more than 380 L/min (100 gpm).Design standard for hydro-mechanical unitshigh
#P025designtreatmentguidelineHydro-mechanical grease interceptor retention timewastewaterrequirement1 minute...long retention time (about 30 minutes instead of 1 minute) to separate and trap the FOGStandard point-of-use units compared to gravity interceptorshigh
#P026operationaloperationalmandatoryGrease recovery device maintenance frequencywastewaterrequirement1 dayRemove solids and liquids from strainer and vessel on a daily basis.Mandatory maintenance for Grease Recovery Devices (GRD)high
#P027operationaloperationalmandatorySolids interceptor maintenance frequencywastewaterrequirement1 daySolids interceptor with a built-in container to collect solids shall be serviced as indicated above but the solids and liquids from the strainer and vessel will be removed on a daily basis.Applies to solids interceptors with built-in containershigh
#P028operationalreportingmandatoryAlternative format request acknowledgment timeotherrequirement<= 3 business daysAcknowledgment of request for information in alternative formathigh
#P029operationalreportingmandatoryAlternative format content delivery timeotherrequirement<= 15 business daysProvision of content in alternative formathigh

D Definitions (8)

Req ID Category Name Context Confidence
#D001Allowable ListList of Active Ingredients Authorized for Cosmetic Useshigh
#D002N/ANot Applicablehigh
#D003Class AThe pesticide is only used to manufacture a pest control product.high
#D004Class BThe pesticide is restricted by the federal government out of concern of environmental risk or human health. Additional information must be shown on the label regarding essential conditions for display, distribution and limitations on use. Specific qualifications may be required for a person to use this product.high
#D005Class CThe pesticide can only be used by trained persons including certified farmers, licensed exterminators and permit holders.high
#D006Class DThe pesticide is primarily used by the general public for personal use and in and around their homes.high
#D007Class ECorn and soybean seeds that are treated with neonicotinoids are restricted for use by certified persons in Ontario.high
#D008cosmetic usenon-essential usehigh