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Document ID ca-on-toronto-mtdsf-4 Title Manufactured Treatment Device Summary Form URL https://www.toronto.ca/wp-content/uploads/2020/01/85a1-ecs-specs-dcm-new-watermain-installation-procedure-Jan2020.pdf Jurisdiction /ca/on/toronto Subdomain(s) none Language Status completed Analyzed at 2026-05-12 03:29:45.861807+00:00 Relevance inventory_targeted_fetch

Q Qualitative Requirements (66)

Req ID Category Intent Legal Status Name Subdomain(s) Context Conditions Confidence
#Q001administrativeoperationalmandatorySource of water determinationdrinking waterToronto Water, Water Infrastructure Management, Watermain Asset Planning unit will determine the best source of water for the watermain replacement project and inform the designer of the point of connection(s) at the 30 per cent design phase.high
#Q002designoperationalmandatoryTapping sleeve and valve design specificationdrinking waterOnce the source of water supply is determined, the designer will show a tapping sleeve and valve (TS&V) at the existing watermain on the contract drawings.Once the source of water supply is determinedhigh
#Q003operationalhealthmandatoryBackflow preventer installationdrinking waterContractor to install a reduced pressure backflow preventer after the TS&V according to drawing T-1104.03-4 RP Connection Detail for Above Ground Installation During Disinfection .high
#Q004designoperationalmandatoryPhysical separation by-pass specificationdrinking waterFor a 150 or 200 mm diameter watermain, indicate a 50 mm physical separation by-pass and for a 300 mm diameter or larger watermain indicate a 100 mm physical separation by-pass by way of a note on the contract drawings.Dependent on watermain diameterhigh
#Q005operationaloperationalmandatoryBackflow preventer location responsibilitydrinking waterDesigner does not need to show location of backflow preventor as contractor will choose the most appropriate location as close as possible to the TS&V.high
#Q006designoperationalmandatoryStreet line valve design specificationdrinking waterOn the proposed work side of the backflow preventor, the designer will show a new valve at street line.high
#Q007designoperationalguidanceValve repositioning for long dewatered pipesdrinking waterIf a long length of pipe is going to be dewatered when the backflow preventor is removed, the designer can position a valve closer to the backflow preventor and indicate on the contract drawings.If overall length from TS&V to street line valve > 6.1 m resulting in long pipe dewateringhigh
#Q008designoperationalmandatoryAnchor tee and valve positioning for side streetsdrinking waterDesigner shall position an anchor tee and valve and indicate on the contract drawings where the new side street watermains connect to the new main line watermain.high
#Q009designoperationalmandatoryValve and watermain restraint specificationdrinking waterNew valves and watermain shall be restrained, extending from the main line watermain all the way to the projected street line.high
#Q010operationaloperationalmandatoryInitial valve state and cappingdrinking waterValves shall be in the closed position with a temporary mechanical cap and blow off at the open end.high
#Q011designoperationalmandatoryAnchor tee and isolation valve for large water servicesdrinking waterDesigner shall position an anchor tee and isolation valve on the contract drawings at the main line watermain for water services greater than 100 mm in diameter and greater.Water services > 100 mm diameterhigh
#Q012designoperationalmandatorySecondary valve positioning for new water servicesdrinking waterDesigner shall show each new water service and position a secondary valve as close as possible to the street line within the public road allowance. The location of the secondary valve shall take into account space requirements for connecting to the private water service at property line.high
#Q013designoperationalmandatorySecondary valve positioning for missing private water servicesdrinking waterFor situations where an entirely new water service connection is installed and a private water service still has not been installed, the secondary valve shall be installed at the property line.Entirely new connection with no private water service yet installedhigh
#Q014designoperationalmandatoryAnchor tee and isolation valve for fire hydrant leadsdrinking waterDesigner shall position an anchor tee and isolation valve on the contract drawings at the main line watermain for all fire hydrant leads.high
#Q015operationaltreatmentmandatoryWatermain pressure testing and disinfectiondrinking waterContractor shall pressure test, flush, swab and chlorinate the new watermain, side street branch connections, and water services 100 mm and larger in diameter according to TS 7.30 Procedure for Disinfecting Watermains .high
#Q016operationalhealthmandatoryIsolation during pressure testing and chlorinationdrinking waterPressure testing and chlorination of the mainline watermain, the side branch street connections up to side street valves, large diameter water services up to its secondary valve, and fire hydrant leads up to the fire hydrant isolation valve will be in isolation from the existing water distribution system.high
#Q017monitoringhealthmandatoryPost-disinfection sampling requirementsdrinking waterContractor shall take two water samples at blow-offs/sampling points, taken 16 hours apart.high
#Q018operationaloperationalmandatorySampling point compliance operationsdrinking waterContractor removes the physical separation backflow preventor. Then install a filler piece or completion piece-must be less than 6.1m-to connect the segment of watermain between the TS&V and first downstream valve located on the newly constructed watermain. Contractor will then install 25 mm copper sampling pipe.All Water Samples Pass At All Sampling Pointshigh
#Q019monitoringhealthmandatoryFiller piece bacteriological samplingdrinking waterA Toronto Water Certified Operator shall obtain one sample from the filler piece for bacteriological testing with the inspector present on site.All Water Samples Pass At All Sampling Pointshigh
#Q020reportingreportingmandatoryInspector notification to Contract Administratordrinking waterInspector to notify Contract Administrator.Upon taking a sample from the filler piecehigh
#Q021corrective_actionhealthmandatoryRe-disinfection for failed samplesdrinking waterContractor to re-flush or re-disinfect the new watermain, side street connections, and water services 100 mm and larger in diameter according to TS 7.30.09.03 Re-disinfection .Not All Water Samples Pass At All Sampling Pointshigh
#Q022administrativereportingguidanceE-mail distribution list requestdrinking waterThe Contract Administrator can send a request to the manager of Toronto Water Laboratory to be placed on the e-mail distribution list.high
#Q023reportingreportingmandatoryLaboratory notification of sample resultsdrinking waterToronto Water lab shall notify the Contract Administrator with an e-mail message of the sample results and advise of the test results.high
#Q024reportingreportingmandatoryPassed results notificationdrinking waterIf the results are a pass, the Contract Administrator will then notify Contractor and Toronto Water, District Operations by e-mail message of the same results so the new watermain can be connected to the existing system.If the results are a passhigh
#Q025reportingoperationalmandatoryRequest to begin opening valvesdrinking waterContract Administrator will request Toronto Water, District Operations to begin opening valves after giving 48 hours notice.Following a passed sample resulthigh
#Q026operationaloperationalguidanceReconnection of existing water services prerequisitedrinking waterAfter a minimum of two branch connections to side streets are connected, the Contractor can begin reconnecting all existing water services from the existing live watermain to the newly installed watermain.After a minimum of two branch connections to side streets are connectedhigh
#Q027operationaloperationalguidanceReconnection of existing water services consultationdrinking waterUpon consultation with the Contract Administrator, the Contractor may commence reconnecting existing water services from the existing live watermain to the newly constructed watermain.Upon consultation with the Contract Administratorhigh
#Q028operationaloperationalguidanceDisconnection and abandonment of existing water maindrinking waterUpon consultation with the Contract Administrator, the Contractor can then begin disconnecting and abandoning the existing water main in accordance with the contract specifications.Upon consultation with the Contract Administratorhigh
#Q029reportingreportingmandatoryAnnual report submissionaquatic lifeThese regulations require aquaculture owners and operators to submit annual reports on their activities to the appropriate Regional Aquaculture Management Office no later than April 1 of the year following the year being reported on.Annually, no later than April 1 of the year following the reporting yearhigh
#Q030reportingreportingmandatoryNotification of intent to deposit pest control productsaquatic lifethese regulations also require aquaculture owners and operators to notify DFO of: their intent to deposit pest control productsPrior to deposit of pest control productshigh
#Q031reportingreportingmandatoryNotification of morbidity eventsaquatic lifethese regulations also require aquaculture owners and operators to notify DFO of: any morbidity events they observeUpon observation of morbidity eventshigh
#Q032reportingreportingmandatoryNotification of BOD threshold exceedancesaquatic lifethese regulations also require aquaculture owners and operators to notify DFO of: any exceedances of biological oxygen demanding thresholdsUpon exceedance of biological oxygen demanding thresholdshigh
#Q033reportingreportingmandatoryNotification of new or expanded site applicationaquatic lifethese regulations also require aquaculture owners and operators to notify DFO of: when they submit an application to a provincial or territorial authority for a new or expanded siteUpon submission of application for new or expanded sitehigh
#Q034monitoringoperationalmandatoryEnvironmental monitoring and sampling requirementsaquatic lifeThe regulations also impose specific environmental monitoring and sampling requirements on the industry.Applicable to aquaculture operatorshigh
#Q035operationaloperationalmandatoryMitigation of detriments to fish and fish habitataquatic lifeThe AAR allow aquaculture operators to do so within specific restrictions to avoid, minimize and mitigate any potential detriments to fish and fish habitat.When installing, operating, maintaining or removing an aquaculture facility, or undertaking measures to treat their fish for disease and parasites, as well as deposit organic matter.high
#Q036reportingreportingmandatoryMandatory BWRF submissionotherThe purpose of this work instruction is to establish common understanding and achieving harmonization in the Canadian Ballast Water Reporting Form (BWRF) completion which must be submitted by the master of a vessel that is bound for a port, offshore terminal, or anchorage area in Canada to Transport Canada Marine Safety and Security (TCMSS) in accordance with the Ballast Water Regulations (The Regulations).Vessel bound for a Canadian port, offshore terminal, or anchorage areahigh
#Q037reportingreportingrecommendedFull tank reporting recommendationotherTCMSS requests that all vessels submit a BWRF, reporting all tanks regardless of their ballast or de-ballasting intentions, in order that the Transport Canada Marine Safety and Security (TCMSS) may provide timely advice to the vessel to ensure compliance with the Regulations should they be required to discharge or uptake ballast water later on in the voyage.high
#Q038reportingoperationalmandatoryUse of current BWRF versionotherTo fully comply with all reporting requirements, vessel’s master must use the current version of the Canadian BWRF available at the time of the submission.high
#Q039administrativereportingmandatoryActive PDF format requirementotherThe BWRF shall be sent as an “Active” PDF using “save” or “ save as” file options to enable data entry software.high
#Q040prohibitionreportingmandatoryProhibition of scanned formsotherForms which have been “scanned” and then attached will NOT be accepted.high
#Q041prohibitionreportingmandatoryProhibition of Printed to PDF formsotherForms “Printed to PDF “will NOT be accepted.high
#Q042administrativereportingmandatoryFillable fields requirementotherOnly data contained in “Fillable Fields” is accepted, “Non-Editable” forms cannot be accepted by TCMSS therefore the vessel will be required to re-submit as an “Active” PDF.high
#Q043reportingreportingmandatoryCompletion of all fieldsotherAll fields shall be filled in, even if the values are zero or NA.high
#Q044reportingoperationalmandatoryBallast tank history recordingotherThe dates and sources of ALL ballast tanks are to be recorded whether empty, having residuals or ballasted.high
#Q045reportingoperationalmandatorySubmission of amended formsotherAmended forms are to be submitted if there are any changes to the original ballast water reporting form. This could include changes in the “Arrival Date,” “Arrival Port” or planned ballast discharges. An amended form is to be submitted if the actual ballast discharged is different from the originally reported discharge.When changes to arrival date, port, or discharge volume occurhigh
#Q046administrativeoperationalmandatoryPort field formattingotherAll “port” fields should contain only the name of the port and not the country. No abbreviations shall be used.high
#Q047administrativeoperationalrecommendedUNLOCODE standardizationotherIf the port is entered, the proper UNLOCODE at the following link shall be used as a preferred approach for standardization and to avoid errors: UN/LOCODE Code List by Country and Territory.If port UNLOCODE is availablehigh
#Q048reportingreportingmandatoryBallast water management reasonsotherState the reason why no ballast water management was conducted: This applies to all tanks and cargo holds that have not been exchanged or treated using an IMO approved BWMS and are intended to be discharged into waters under Canadian jurisdiction or into an approved reception facility or another vessel.Applies to unmanaged tanks intended for discharge in Canadian watershigh
#Q049reportingreportingmandatoryAmended form for discharge volume changeotherIf the actual amount discharged is significantly different from the proposed ballast water discharge initially reported, then an amended form must be submitted.If actual discharge differs from reported proposed dischargehigh
#Q050reportingoperationalmandatoryBWMS operational status reportingotherIn the case where at least one tank/cargo hold has been managed using a BWMS, indicate if that system was fully operational as per manufacturer’s specifications, Type approval certificate and the approved BWMP, when in use according to its monitoring system (e.g., no alarms indicating insufficient treatment dosage).If at least one tank/hold was managed using a BWMShigh
#Q051reportingoperationalmandatoryBWMP implementation reportingotherWas the approved BWMP duly implemented? Indicate “Yes” or “No."high
#Q052reportingreportingmandatoryBallast Water Record Book on boardotherIs there a document on board that meet the purpose of a Ballast Water Record Book (BWRB) in which all management procedures of ballast water on board are recorded? Indicate “Yes” or “No."high
#Q053reportingoperationalmandatoryReporting mandatory tank management dataotherRecord information for each ballast water tank/hold across the page listing the original source (s) of the ballast water under “BW Source before Management," all management events under “BW Management Practices," and all discharge events under “Proposed BW Discharge” separately.high
#Q054reportingoperationalmandatoryDepth and salinity reporting requirementotherEnter the minimum depth in meters during the ballast water exchange or flushing. Indicate the salinity of the ballast water in the tanks after the exchange, saltwater flushing or treatment was completed, with units in parts per thousand (ppt).If exchange (D-1 only or D-1+D-2) or saltwater flushing has been conductedhigh
#Q055administrativeoperationalrecommendedForm selection guidanceotherPlease use the shortest form which allows for the total number of tanks and holds recorded in the vessel’s ballast water management plan (BWMP).high
#Q056reportingreportingmandatoryElectronic submission requirementotherOnce the BWRF is completed by the Master, an electronic copy is to be forwarded to TCMSS in the manner described in the Ship Safety Bulletin #07/2022 - Instructions for submitting Canadian Ballast Water Reporting FormUpon completion of the BWRFhigh
#Q057administrativeoperationalmandatoryStandard date formatotherAll dates shall be entered in the format of yyyy-mm-dd (separating year, month and date by a “- “).high
#Q058administrativeoperationalmandatoryGross tonnage formattingotherEnter the gross tonnage of the vessel as established under the International Convention on Tonnage Measurement of Ships, 1969 or any successor Convention. No decimals.high
#Q059administrativeoperationalmandatoryVessel flag naming requirementotherEnter the full name of the State or territory whose flag the vessel is flying at the moment of the BWRF submission. No abbreviations will be accepted.high
#Q060administrativeoperationalrecommendedVolume unit specificationotherVolume to be recorded should be in cubic meters (m3) only.high
#Q061administrativeoperationalmandatoryCoordinate formatting requirementotherAll position (latitude and longitude) shall be entered in the format: 00 00 N or 00 00 S; Longitude (examples: 000 00 W or 000 00 E). Latitude (examples: 56 32 N or 56 32 S); Longitude examples: 016 25 W or 159 42 E must be used.high
#Q062administrativereportingmandatoryTime of submission formatotherEnter the time that the report will be sent (UTC) using the 24-hour clock format.high
#Q063administrativeoperationalmandatoryVessel type classificationotherEnter specific vessel type as per the Certificate of Registry document using the drop-down menu with the following list. Write out any other vessel types not otherwise specified, by selecting other vessel than type:high
#Q064administrativeoperationalmandatoryProvince and State abbreviationsotherSelect the name of the Canadian province, territory, or U.S. state (located in the Great Lakes) for the arrival port using the drop-down menu. Abbreviations to be used are as follows: British Columbia – BC; Illinois – IL; Indiana – IN; Michigan – MI; Minnesota – MN; New Brunswick – NB; New York – NY; Newfoundland – NL. Northwest Territories – NT; Nova Scotia – NS; Nunavut – NU; Ohio – OH; Ontario – ON; Pennsylvania – PA; Prince Edward Island – PE, Quebec –QC; Washington - WA Wisconsin – WI; Yukon – YT.high
#Q065reportingoperationalmandatorySeparate counting for tanks and holdsotherEnter the number of tanks and cargo holds with ballast water that will be discharged into waters under Canadian jurisdiction or into an approved reception facility or another vessel. Count all tanks and cargo holds separately (e.g. port and starboard tanks should be counted separately). Include all tanks and cargo holds designed to carry ballast water.high
#Q066administrativereportingmandatoryLast survey recording for missing entriesotherShould none of these has been performed ‐N/A‐ must be recorded under this item.Applies to Last survey /Endorsement Date field when no survey performedhigh

P Quantitative Requirements (14)

Req ID Category Intent Legal Status Name Subdomain(s) Limit Type Limit Value Context Conditions Confidence
#P001designoperationalmandatoryphysical separation by-pass (150 or 200 mm watermain)drinking waterrequirement50 mmFor a 150 or 200 mm diameter watermain, indicate a 50 mm physical separation by-pass150 or 200 mm diameter watermainhigh
#P002designoperationalmandatoryphysical separation by-pass (300 mm or larger watermain)drinking waterrequirement100 mmfor a 300 mm diameter or larger watermain indicate a 100 mm physical separation by-pass300 mm diameter or larger watermainhigh
#P003operationaloperationalmandatorywater samples time separationdrinking waterrequirement16 hoursContractor shall take two water samples at blow-offs/sampling points, taken 16 hours apart.New watermain testinghigh
#P004designoperationalmandatoryfiller piece or completion piece lengthdrinking waterrequirement< 6.1 minstall a filler piece or completion piece-must be less than 6.1m-to connect the segment of watermainConnecting the segment of watermain between TS&V and first downstream valvehigh
#P005designoperationalmandatorycopper sampling pipe diameterdrinking waterrequirement25 mmContractor will then install 25 mm copper sampling pipe.After installing filler piecehigh
#P006operationaloperationalmandatorynotice before opening valvesdrinking waterrequirement48 hoursContract Administrator will request Toronto Water, District Operations to begin opening valves after giving 48 hours notice.When sample results are a pass and connecting to existing systemhigh
#P007operationaloperationalmandatoryminimum branch connections to side streetsdrinking waterrequirement>= 2 branch connectionsAfter a minimum of two branch connections to side streets are connected, the Contractor can begin reconnecting all existing water servicesBefore reconnecting existing water serviceshigh
#P008operationaltreatmentmandatoryMaximum Scour Concentrationwastewaterrequirement<= 25 mg/LMaximum Scour Concentration at Maximum Tested Scour Flow Rate for Inline OGSInstallation Configuration Option A (Inline OGS)high
#P009designtreatmentmandatoryAverage Annual Rainfall Volume Capturewastewatertreatment_goal90 %Capture of min 3 events with rainfall intensity and depth corresponding to 90% average annual rainfall volumeStandard design capture requirement for MTD sizinghigh
#P010designoperationalmandatoryMaximum Treatment Depth Calculation Factorwastewaterrequirement50 %Used to calculate Maximum Treatment DepthMaximum Treatment Depth = Chamber Depth minus 50% of Maximum Sediment Storage Depthhigh
#P011designtreatmentguidelineAnnual Rainfall Volume Capture Design Rangewastewaterrequirement10 to 100 %Calculated range for design intensitiesApplicable to Design Treatment Flows and Surface Loading Rateshigh
#P012designtreatmentmandatoryMinimum rainfall events for volume capturewastewaterrequirement>= 3 eventsIncludes capture of min 3 events with rainfall intensity and depth corresponding to 90% average annual rainfall volumeUsed for sizing and performance evaluationhigh
#P013designoperationalmandatoryBy-pass Capacity Rainfall Flow Rate Thresholdwastewaterrequirement90 %Used to calculate internal or diversion by-pass capacity (Inlet Pipe Capacity minus 90% Annual Rainfall Flow Rate)Applicable to Inline OGS, Inline Filter, and Off-line configurationshigh
#P014operationaloperationalmandatoryOGS Sediment Storage Capacity requirementwastewaterrequirement> 100 % of Annual Sediment Loading Volume[For OGS] Provided MTD Storage Capacity > Annual Sediment Loading VolumeOperations & Maintenance for Oil-Grit Separator (OGS) deviceshigh

D Definitions (6)

Req ID Category Name Context Confidence
#D001Ballast waterwater with its suspended matter taken on board a ship to control trim, list, draught, stability, or stresses of the vesselhigh
#D002Companythe owner of the ship or any other organization or person such as the manager, or the bareboat charterer, who has assumed the responsibility for operation of the ship from the owner of the ship and who on assuming such responsibility has agreed to take over all the duties and responsibilities imposed by the international Safety Management Codehigh
#D003Residual amountsthe quantity of ballast water that cannot be removed from a ballast tank using the equipment installed on the vessel for that purposehigh
#D004Sedimentsmatter settled out of ballast water within a vesselhigh
#D005TS&Vtapping sleeve and valvehigh
#D006RPreduced pressurehigh