Re: Lakeshore Drinking Water System (DWS) Ministry of … · LAKESHORE DRINKING WATER SYSTEM. The distribution system is comprised of three different pressure zones. Interconnections

Ministry of the Environment Safe Drinking Water Branch Owen Sound District Office 101 17th Street East, 3rd Floor Owen Sound ON N4K 0A5

Ministère de lۥEnvironnement Direction du contrôle de la qualité de l´eau potable Bureau du secteur d´Owen Sound 101 17e rue Est, 3rd estage Owen Sound, ON N4K 0A5

December 30, 2013 The Corporation of the Township of Huron Kinloss 21 Queen St., Post Office Box No. 130, Ripley, ON N0G 2R0 Attention: Mr. Hugh Nicol – Public Works Manager Re: Lakeshore Drinking Water System (DWS) Ministry of the Environment December 10, 2013

Inspection Report Attached is the Ministry of the Environment (MOE) inspection report for the above mentioned drinking water system. The report assesses the system’s capacity and outlines any non-compliance issues with Ministry legislation, policies, approvals and permits. As well, the report outlines non-compliance issues observed during the inspection and provides associated actions required by the Owner and/or Operating Authority. Your Drinking Water Licence # 087-102 and Drinking Water Works Permit # 087-202 were in effect at the time of this inspection. Section 19 of the Safe Drinking Water Act (Standard of Care) creates a number of obligations for individuals who exercise decision-making authority over municipal drinking water systems. Please be aware that the Ministry has encouraged such individuals, particularly municipal councillors, to take steps to be better informed about the drinking water systems over which they have decision-making authority. These steps could include asking for a copy of this inspection report and a review of its findings. Further information about Section 19 can be found in “Taking Care of Your Drinking Water: A guide for members of municipal council” found under “Resources” on the Drinking Water Ontario website at 0TUwww.ontario.ca/drinkingwater U0T.” There are no UActions Required U noted in this inspection report and you are commended for that accomplishment. A reminder that continuous improvement is always a worthwhile objective. Also attached to this report for your perusal is the MOE Inspection Summary Rating Record for the Lakeshore DWS. If you have any questions regarding this record, call Owen Sound (Acting) Drinking Water Supervisor Allison Kershaw at 519-371-4687. Should you or your staff have any questions regarding my inspection report, please contact me at 519-376-8522. Thank you for you time and assistance. Yours truly, Scott Gallupe Drinking Water Inspector MOE Owen Sound District Office cc: Dr. Hazel Lynn, Medical Officer of Health, Grey Bruce Health Unit, Owen Sound

Matt Shetler, Watershed Monitoring and Reporting Technician, Maitland Valley Conservation Authority John Graham, Project Manager, Veolia Water Canada, Goderich, Ontario

File: SI BR HK HA 540A

http://www.ontario.ca/drinkingwater

LAKESHORE DRINKING WATER SYSTEM

Ministry of the Environment

Inspection Report

1-AOD73Inspection Number:Dec 10, 2013Date of Inspection:

220000425Site Number:

Inspected By: Scott Gallupe

OWNER INFORMATION:

21QUEEN StHURON KINLOSS

ON N0G 2R0

Street Number:Street Name:

Unit Identifier:

City:

Province: Postal Code:

Company Name: HURON-KINLOSS, THE CORPORATION OF THE TOWNSHIP OF

CONTACT INFORMATIONHugh NicholOwner

(519) 395-3735 (519) [email protected]

Type: Name:Phone: Fax:Email:Title: Director of Public Works.

Lawrence CoxOperating Authority(519) 524-6583 xcell5194409446 (519) [email protected]

Type: Name:Phone: Fax:Email:Title: Overall Responsible Operator (ORO), Veolia Water Canada - WT Class 4 and WD

Class 3.

Nancy MayhewOperating Authority(519) 524-6583 (519) [email protected]

Type: Name:Phone: Fax:Email:Title: Operator (and back-up ORO), Veolia Water Canada - WT Class 2 and WD Class 3.

William (Bill) WraithOperating Authority(519) 524-6583

Type: Name:Phone: Fax:Email:Title: Operator, Veolia Water Canada - Class 2 WD.

Wendy GallantOperating Authority(519) 524-6583

Type: Name:Phone: Fax:Email:Title: Compliance Officer, Veolia Water Canada - WT Class 2.

INSPECTION DETAILS:LAKESHORE DRINKING WATER SYSTEMSite Name:

Site Address: HURON-KINLOSS

County/District: Huron-Kinloss

MOE District/Area Office: Owen Sound Area Office

Health Unit: GREY BRUCE HEALTH UNITHealth Unit:

Conservation Authority N/A

MNR Office: N/A

Ministry of the EnvironmentInspection Report

Page 2 of 14 on 06/01/2014 (dd/mm/yyyy)Report Generated for gallupscSite #: 220000425

Date of Inspection: 10/12/2013 (dd/mm/yyyy)LAKESHORE DRINKING WATER SYSTEM

Category: Large Municipal Residential

Inspection Type: Announced

Inspection Number: 1-AOD73

Date of Inspection: Dec 10, 2013

Date of Previous Inspection: Jan 23, 2013

Site Number: 220000425

COMPONENTS DESCRIPTION

MOE DWS MappingSite (Name):Type: Sub Type:DWS Mapping Point

Not ApplicableComments:

HURONVILLE SOUTH WELL 2 RAW (HS-W2)Site (Name):Type: Sub Type:Source Ground

HS-W2 is a 93.3 m deep bedrock well, drilled in 1994 equipped with a submersible pump. The well islocated within a municipal park with a tractor tire rim surrounding the well. The rim is to providephysical protection to the well from being accidentally knocked by maintenance vehicles.

In April 2005, unusually high turbidity was recorded in the raw water. Turbidity in the raw waterremains elevated and the cause of the turbidity is not known. Samples of the raw water have beencollected and analyzed for inorganic and microbiological parameters. Analysis shows no microbialcontamination has occurred and levels of inorganics remain unchanged. As part of the operatingauthority's increased vigilance over the situation they are collecting raw water samples weekly forbacteriological testing.

Comments:

HURONVILLE SOUTH PUMPHOUSE TREATEDSite (Name):Type: Sub Type:Treated Water POE Pumphouse

A well pumphouse is located at the Huronville South site and houses treatment and control facilitiesincluding:

*A disinfection system utilizing sodium hypochlorite consisting of a 100 L chemical storage tankequipped with adequate secondary containment, two chlorine pumps (1 duty, 1 standby) with autoswitch over, with the feed line connected to the well pump discharge line.

*Iron treatment system utilizing sodium silicate consisting of a 100 L chemical dosing tank equippedwith secondary containment a chemical metering pump with the feed line connected to the well pumpdischarge line.

*A single cell concrete basement chlorine contact tank with a capacity of 65 m3.

* A continuous, on-line chlorine residual analyzer and a continuous, on-line turbidimeter.

Comments:

MURDOCH GLEN WELL 2 RAW (MG-W2)Site (Name):Type: Sub Type:Source Ground




MG-W2 is a 80.5 m deep bedrock well, drilled in 1992, equipped with a submersible pump.Comments:

MURDOCH GLEN PUMPHOUSE TREATEDSite (Name):Type: Sub Type:Treated Water POE Pumphouse

The well pumphouse located at the Murdoch Glen site houses supply treatment and control facilitiesincluding:

*One diesel generator set including one 1,135 L capacity storage tank, for emergency power supply.

*A disinfection system utilizing sodium hypochlorite consisting of a 100L capacity chemical solutionstorage tank and two chemical metering pumps (1 duty and 1 standby), with a feed line connected tothe well pump discharge line.

*An iron treatment system utilizing sodium silicate consisting of a 100L solution storage tank and achemical metering pump, with a feed line connected to the well pump discharge line.

The high-lift pump discharge manifold is equipped with two discharge pipes enabling the pumphouseto supply water to Pressure Zone 2 and Pressure Zone 3.

Comments:

MURDOCH GLEN RESERVOIRSite (Name):Type: Sub Type:Treated Water POE Reservoir

A ground level, single cell, concrete storage reservoir with a storage capacity of 400 m3 is situated atthe Murdoch Glen pumphouse. The water level in the reservoir is monitored by a ultrasonic leveltransducer. The reservoir is configured so that when the level drops to the well pump start level theSCADA system triggers the well pump to maintain an adequate quantity of treated water in thereservoir.

Comments:

BLAIR'S GROVE WELL 2 RAW (BG-W2)Site (Name):Type: Sub Type:Source Ground

BG-W2 is a 73.2 m deep flowing/artesian, bedrock well, drilled in 1982. The well is equipped with asubmersible pump. BG-W2 is housed within a locked, wooden structure which is insulated.

Comments:

BLAIR'S GROVE WELL 3 RAW (BG-W3)Site (Name):Type: Sub Type:Source Ground

BG-W3 is an overflowing artesian bedrock well, drilled in 1994, currently not equipped with a wellpump.

A removable, locked metal housing unit has now replaced the previous wooden housing unit coveringthe well. A blow off valve and pressure gauge were also added to the well in 2011. BG-W3 isconnected hydrologically to production well, BG-W2.

Comments:

BLAIR'S GROVE PUMPHOUSE TREATEDSite (Name):Type: Sub Type:Treated Water POE Pumphouse




A well pumphouse located at the Blair's Grove site housing treatment and control facilities including:

*A disinfection system utilizing sodium hypochlorite consisting of a 200L capacity chemical storagetank and two chlorine pumps (1 duty, 1 standby) with auto switch over, with a feed line connected tothe well pump discharge line.

*An iron treatment system utilizing sodium silicate consisting of a 200L capacity chemical storage tankand one chemical metering pump with a feed line connected to the well pump discharge line.

*A in-ground, single cell, concrete, chlorine contact tank with a capacity of 82.3 m3

Comments:

POINT CLARK DEVELOPMENT WELL 1 RAW (PCD-W1)Site (Name):Type: Sub Type:Source Ground

PCD-W1 is a 75.0 m deep bedrock well, drilled in 1979, equipped with a submersible pump. The welldischarge line joins a common header in the pumphouse.

Comments:

POINT CLARK DEVELOPMENT WELL 2 RAW (PCD-W2)Site (Name):Type: Sub Type:Source Ground

PCD-W2 is a 75.6m deep bedrock well, drilled in 1994 equipped with a submersible pump. The welldischarge line joins a common header in the pumphouse.

Comments:

POINT CLARK PUMPHOUSE TREATEDSite (Name):Type: Sub Type:Treated Water POE Pumphouse

A well pumphouse located at the Point Clark Development houses the well, treatment and controlfacilities including:

*Disinfection system utilizing sodium hypochlorite consisting of 200L capacity chemical storage tankand four chlorine pumps (1 duty, 1 standby for Well #1 and 1 duty, 1 standby for Well #2) with autoswitch over, with separate feed line connected to the well pump discharge line.

*An iron treatment system utilizing sodium silicate consisting of a 100L capacity chemical storage tankand a chemical metering pump dedicated to each well pump.

*A single cell, concrete, basement chlorine contact tank, with a capacity of 65 m3.

Comments:

SCADASite (Name):Type: Sub Type:Other Other

The drinking water system is equipped with a supervisory control and data acquisition system(SCADA) allowing for remote control, monitoring and record keeping of the system. This provides theoperator with the current operating status of the supply and treatment equipment throughout thesystem at any given time.

Comments:

DISTRIBUTION SYSTEMSite (Name):Type: Sub Type:Other Other




The distribution system is comprised of three different pressure zones. Interconnections permit waterto be transmitted from one pressure zone to another, including during emergency or fire fightingconditions.

The southern system (Pressure Zone 1) is comprised of the Point Clark pumphouse, the Blair's Grovepumphouse and the standpipe. The northern portion of the Lakeshore water works is divided into twopressure zones (Pressure Zone 2 and Pressure Zone 3). Zone 2 is serviced by the Huronville Southpumphouse. Zone 3 is serviced by the Murdoch Glen pumphouse.

The Lakeshore Water Works currently services a population of approximately 3,523 residing inapproximately 1,409 premises. The design of the waterworks is reported to be for a population of6,420 and for 2,568 residential lots. It should be noted that the Lakeshore area has a large seasonalpopulation and therefore, the demands are significantly higher during the cottage season.

Trunk watermains were constructed along the lakeshore area, including interconnection of all newsupply and storage facilities in 1996.

Several small private water systems used to operate in the northwest corner of the former Township ofAshfield, in an area known as Amberly Beach. These systems included the Courtney, Elliott, AmberlyBeach and the South Amberly Beach water systems.

In response to the need to upgrade the Courtney system, the owner opted to connect to theLakeshore (Well) Water System. The connection was completed in November 1998.

In 2005 the Township of Ashfield-Colborne-Wawanosh entered a water sampling and testingagreement with the Township of Huron-Kinloss. Huron-Kinloss has agreed to sample and testAshfield-Colborne-Wawanosh distribution systems, which receive all their water from the Lakeshorewater system, as if they were part of the Lakeshore water system.

Comments:

STANDPIPESite (Name):Type: Sub Type:Treated Water POE Reservoir

Situated in the Point Clark area, the standpipe went into service in 1996. Constructed of bolted steel,the 102 ft high and 31 ft wide standpipe has an effective storage of approximately 1,500 m3. The high-lift pumps for the Point Clark pumphouse and the Blair's Grove pumphouse are automaticallycontrolled by the water level in the standpipe. The standpipe is surrounded by a chain-link fence toprevent unwarranted entry.

Comments:

BELL RD. STORAGE FACILITYSite (Name):Type: Sub Type:Other Other

The Bell Rd. storage facility is a former pumphouse converted into a storage facility. It currentlyhouses water treatment chemicals and equipment. Piping still exists in this house to allow flushing ofthe distribution system and for water sample collection.

Comments:




INSPECTION SUMMARYINTRODUCTION

The primary focus of this inspection is to confirm compliance with Ministry of theEnvironment legislation and authorizing documents such as Orders and Certificates ofApproval, as well as evaluating conformance with Ministry drinking water related policiesand guidelines during the inspection period.

The Ministry is implementing a rigorous and comprehensive approach in the inspection ofdrinking water systems that keys on the source, treatment and distribution components ofthe system as well as management practices.

This drinking water system is subject to the legislative requirements of the Safe DrinkingWater Act, 2002 (SDWA) and regulations made therein, including Ontario Regulation 170/03,"Drinking Water Systems" (O.Reg.170/03). This inspection has been conducted pursuant toSection 81 of the SDWA.

This report is based on a "focused" inspection of your system. Although the inspectioninvolved fewer activities than those normally undertaken by a detailed inspection, itcontained most of the elements required to assess key compliance issues.

Your system was chosen for a focused inspection during this inspection cycle becauseinspection findings over the past three years were such that the number of violations wereminimal or non existent, there were few or no orders issued to you that were of significancein the maintenance of water potability and there were no deficiencies as defined in O. Reg.172/03. The undertaking of a focused inspection at your drinking water system during thisyear's inspection cycle does not ensure that a similar type of inspection will be conductedat any point in the future.

*

SOURCE

The owner was maintaining the production well(s) in a manner sufficient to prevent entryinto the well of surface water and other foreign materials.

*

Measures were in place to protect the groundwater and/or GUDI source in accordance witha Permit and Licence or Approval issued under Part V of the SDWA.

*

CAPACITY ASSESSMENT

There was sufficient monitoring of flow as required by the Permit and Licence or Approvalissued under Part V of the SDWA

*

The owner was in compliance with the conditions associated with maximum flow rate or therated capacity conditions in the Permit and Licence or Approval issued under Part V of theSDWA.

*

TREATMENT PROCESSES




TREATMENT PROCESSES

The owner had ensured that all equipment was installed in accordance with Schedule A andSchedule C of the Drinking Water Works Permit.

*

* The owner/operating authority was in compliance with the requirement to prepare Form 1documents as required by their Drinking Water Works Permit during the inspection period.

The Owner provided one (1) Form 1 for the installation of watermain on Jeater, Concession 12,Lake Range Drive, and Kennedy Road for this review period. This Form 1 is dated February 28,2013.Records indicated that the treatment equipment was operated in a manner that achieved thedesign capabilities required under Ontario Regulation 170/03 or a Permit, Licence orApproval issued under Part V of the SDWA at all times that water was being supplied toconsumers.

*

Records confirmed that the water treatment equipment which provides chlorination orchloramination for secondary disinfection purposes was operated so that at all times and alllocations in the distribution system the chlorine residual was never less than 0.05 mg/l freeor 0.25 mg/l combined.

*

The Operator-in-Charge had ensured that all equipment used in the processes wasmonitored, inspected, and evaluated.

*

TREATMENT PROCESS MONITORING

Primary disinfection chlorine monitoring was being conducted at a location approved byPermit, Licence or Approval issued under Part V of the SDWA, or at/near a location wherethe intended CT had just been achieved.

*

The secondary disinfectant residual was measured as required for the distribution system.*

Operators were examining continuous monitoring test results and they were examining theresults within 72 hours of the test.

*

All continuous monitoring equipment utilized for sampling and testing required by O. Reg.170/03, or approval or order, were equipped with alarms or shut-off mechanisms thatsatisfied the standards described in Schedule 6.

*

Continuous monitoring equipment that was being utilized to fulfill O. Reg. 170/03requirements was performing tests for the parameters with at least the minimum frequencyspecified in the Table in Schedule 6 of O. Reg. 170/03 and recording data with theprescribed format.

*

All continuous analysers were calibrated, maintained, and operated, in accordance with themanufacturer's instructions or the regulation.

*

OPERATIONS MANUALS




OPERATIONS MANUALS

The operations and maintenance manuals contained plans, drawings and processdescriptions sufficient for the safe and efficient operation of the system.

*

The operations and maintenance manuals did meet the requirements of the Permit andLicence or Approval issued under Part V of the SDWA.

*

LOGBOOKS

Records or other record keeping mechanisms confirmed that operational testing notperformed by continuous monitoring equipment was being done by a certified operator,water quality analyst, or person who suffices the requirements of O. Reg. 170/03 7-5.

*

SECURITY

* The owner had provided security measures to protect components of the drinking-watersystem.

The pumphouse/treatment buildings are posted,locked, have intruder alarms, and are visited bypersonnel almost on a daily basis.

CERTIFICATION AND TRAINING

* The overall responsible operator had been designated for each subsystem.

Mr. Lawrence (Laurie) Cox, Veolia Canada, is the designated Overall Responsible Operator (ORO)for the Lakeshore DWS. See Contacts at the beginning of this report.

* Operators in charge had been designated for all subsystems which comprised the drinking-water system.

See Contacts at the beginning of this report.

Only certified operators made adjustments to the treatment equipment.*

WATER QUALITY MONITORING

All microbiological water quality monitoring requirements for distribution samples werebeing met.

*

All microbiological water quality monitoring requirements for treated samples were beingmet.

*

* All inorganic water quality monitoring requirements prescribed by legislation wereconducted within the required frequency.

The Owner's last Schedule 23 (inorganic) sampling was conducted on August 14, 2012. Noproblems were noted with these results.

* All organic water quality monitoring requirements prescribed by legislation were conductedwithin the required frequency.

The Owner's last Schedule 24 (organic) sampling was conducted on August 14, 2012. Noproblems were noted with these results.




WATER QUALITY MONITORING

All trihalomethanes water quality monitoring requirements prescribed by legislation wereconducted within the required frequency.

*

All nitrate/nitrite water quality monitoring requirements prescribed by legislation wereconducted within the required frequency for the DWS.

*

* All sodium water quality monitoring requirements prescribed by legislation were conductedwithin the required frequency.

The Owner's last sodium sampling was conducted on June 28, 2011 with a result of 46.6 mg/L. TheOwner/OA has notified the MOH of this result.

* All fluoride water quality monitoring requirements prescribed by legislation were conductedwithin the required frequency.

The Owner's last fluoride sampling was conducted on August 14, 2012 with results ranging from1.58 - 2.13 mg/L at all wells.This elevated fluoride is naturally occurring. The MOH is aware ofthese results.All water quality monitoring requirements imposed by the Permit and Licence or Approvalissued under Part V of the SDWA were being met.

*

* All sampling requirements for lead prescribed by schedule 15.1 of O. Reg. 170/03 werebeing met.

The Owner/OA was only required to test for pH and alkalinity in the distribution system until thesampling period December 15, 2013 - April 15, 2014. The Owner/OA will begin sampling for leadagain during this period.Records confirmed that chlorine residual tests were being conducted at the same time andat the same location that microbiological samples were obtained.

*

WATER QUALITY ASSESSMENT

* Records show that water sample results taken during the review period met the OntarioDrinking Water Quality Standards (O. Reg. 169/03), with the following exceptions:

The Owner's fluoride sampling at each raw water supply in the Lakeshore DWS exceeded theODWQS maximum of 1.5 mg/L. The fluoride is naturally occuring at this system.

REPORTING & CORRECTIVE ACTIONS

* Corrective actions (as per Schedule 17) had been taken to address adverse conditions,including any other steps that were directed by the Medical Officer of Health.

The Owner reported two (2) adverse water quality incidents (AWQI) during this review period. Boththese AWQIs were a low chlorine residual for proper CT calculation. Both these AWQIs werecaused by mechanical failure. One a pump failure and the other a blockage in the chlorine line.

These AWQIs were both resolved satisfactorily.All required notifications of adverse water quality incidents were immediately provided asper O. Reg. 170/03 16-6.

*




REPORTING & CORRECTIVE ACTIONS

All reporting requirements for lead sampling were complied with as per schedule 15.1-9 ofO. Reg. 170/03.

*

Where required continuous monitoring equipment used for the monitoring of chlorineresidual and/or turbidity triggered an alarm or an automatic shut-off, a qualified personresponded in a timely manner and took appropriate actions.

*




NON-COMPLIANCE WITH REGULATORY REQUIREMENTS AND ACTIONS REQUIREDThis section provides a summary of all non-compliance with regulatory requirements identified during theinspection period, as well as actions required to address these issues. Further details pertaining to theseitems can be found in the body of the inspection report.

Not Applicable




SUMMARY OF RECOMMENDATIONS AND BEST PRACTICE ISSUES

Not Applicable

This section provides a summary of all recommendations and best practice issues identified during theinspection period. Details pertaining to these items can be found in the body of the inspection report. In theinterest of continuous improvement in the interim, it is recommended that owners and operators develop anawareness of the following issues and consider measures to address them.




SIGNATURES

Inspected By: Signature: (Provincial Officer):

Scott Gallupe

Reviewed & Approved By: Signature: (Supervisor):

Allison Kershaw

Review & Approval Date:

Note: This inspection does not in any way suggest that there is or has been compliance withapplicable legislation and regulations as they apply or may apply to this facility. It is, and remains,the responsibility of the owner and/or operating authority to ensure compliance with all applicablelegislative and regulatory requirements.




Ministry of the Environment Drinking Water Inspection Report

APPENDIX A

INSPECTION SUMMARY RATING RECORD

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Ministry of the Environment - Inspection Summary Rating Record (Reporting Year - 2013-2014)

DWS Name: LAKESHORE DRINKING WATER SYSTEMDWS Number: 220000425

DWS Owner: Huron-Kinloss, The Corporation Of The Township OfMunicipal Location: Huron-Kinloss

Regulation: O.REG 170/03Category: Large Municipal Residential System

Type Of Inspection: FocusedInspection Date: December 10, 2013

Ministry Office: Owen Sound Area Office

Maximum Question Rating: 519

Inspection Module Non-Compliance Rating

Source 0 / 28

Capacity Assessment 0 / 30

Treatment Processes 0 / 81

Operations Manuals 0 / 28

Logbooks 0 / 14

Certification and Training 0 / 28

Water Quality Monitoring 0 / 124

Reporting & Corrective Actions 0 / 74

Treatment Process Monitoring 0 / 112

TOTAL 0 / 519

Inspection Risk Rating 0.00%

FINAL INSPECTION RATING: 100.00%

Inspection Rating Record Generated On 17-JAN-14 (Inspection ID: 1-AOD73).R:\Public\DW\DW-08 Compliance\Shared Comp Data\Inspection Ratings 1314\John Ritchie\1314 LAKESHORE DRINKING WATER SYSTEM 1-AOD73.pdf

Ministry of the Environment - Detailed Inspection Rating Record (Reporting Year - 2013-2014)

DWS Name: LAKESHORE DRINKING WATER SYSTEMDWS Number: 220000425

DWS Owner: Huron-Kinloss, The Corporation Of The Township OfMunicipal Location: Huron-Kinloss

Regulation: O.REG 170/03Category: Large Municipal Residential System

Type Of Inspection: FocusedInspection Date: December 10, 2013

Ministry Office: Owen Sound Area Office

Maximum Question Rating: 519

Inspection Risk Rating 0.00%

FINAL INSPECTION RATING: 100.00%

Inspection Rating Record Generated On 17-JAN-14 (Inspection ID: 1-AOD73).R:\Public\DW\DW-08 Compliance\Shared Comp Data\Inspection Ratings 1314\John Ritchie\1314 LAKESHORE DRINKING WATER SYSTEM 1-AOD73.pdf

Ministry of the Environment Drinking Water Inspection Report

APPENDIX B

REFERENCE GUIDE FOR STAKEHOLDERS

Key Reference and Guidance Material for Municipal Residential Drinking Water SystemsMany useful materials are posted on the Ministry of the Environment’s Drinking Water Ontario website at www.ontario.ca/drinkingwater to help in the operation of your drinking water system.

Below is a list of key materials frequently used by owners and operators of municipal drinking water systems. To read or download these materials, go to Drinking Water Ontario and search in the Resources section by Publication Number.

Visit Drinking Water Ontario for more useful materials. Contact the Public Information Centre if you need assistance or have questions at 1-800-565-4923/416-325-4000 or [email protected].

PIBS 8990b

June 2012

ontario.ca/drinkingwater

PUBLICATION NUMBER PUBLICATION TITLE

4448e01 Procedure for Disinfection of Drinking Water in Ontario

7152eStrategies for Minimizing the Disinfection Products Trihalomethanes and Haloacetic Acids

7467 Filtration Processes Technical Bulletin

7685 Ultraviolet Disinfection Technical Bulletin

8215 Total Trihalomethane (TTHM) Reporting Requirements Technical Bulletin (February 2011)

2601e Overview Guide: Municipal Drinking Water Licensing Program

0000 Municipal Drinking Water Licensing Program Bulletin, Issue 1, January 2011

0000 Certification Guide for Operators and Water Quality Analysts

6560e Taking Samples for the Community Lead Testing Program

7423eCommunity Sampling and Testing for Lead: Standard and Reduced Sampling and Eligibility for Exemption

7128e Drinking Water System Contact List

4449e01 Technical Support Document for Ontario Drinking Water Quality Standards




mailto:[email protected]

http://www.ene.gov.on.ca/stdprodconsume/groups/lr/@ene/@resources/documents/resource/std01_079706.pdf






















http://www.ene.gov.on.ca/environment/en/resources/STDPROD_095161.html

http://www.ene.gov.on.ca/environment/en/resources/STD01_076295.html

http://www.ene.gov.on.ca/environment/dwo/index.htm

Principaux guides et documents de référence sur les réseaux résidentiels municipaux d’eau potable Beaucoup de documentation sur le fonctionnement d’un réseau d’eau potable se trouve sur le site Web du ministère de l’Environnement.

Vous trouverez ci-dessous la liste des principaux documents que les propriétaires et les exploitants de réseaux municipaux d’eau potable utilisent fréquemment. Pour lire ou télécharger ces documents, allez sur le site Web du Ministère, et effectuez une recherche par numéro de publication dans la section RESSOURCES.

Consultez le site d’Eau potable Ontario pour obtenir d’autre documentation. Communiquez avec le Centre d’information du public au 1 800 565-4923

PIBS 8990b

Juin 2012

ontario.ca/drinkingwater

NUMÉRO DE PUBLICATION TITRE DE LA PUBLICATION

4448f01 Marche à suivre pour désinfecter l'eau portable en Ontario

7152eStrategies for Minimizing the Disinfection Products Trihalomethanes and Haloacetic Acids (en anglais seulement)

7467 Filtration Processes Technical Bulletin (en anglais seulement)7685 Ultraviolet Disinfection Technical Bulletin (en anglais seulement)

8215Total Trihalomethane (TTHM) Reporting Requirements Technical Bulletin (février 2011) (en anglais seulement)

2601fGuide général - Programme de délivrance des permis de réseaux municipaux d’eau potable

0000Bulletin du Programme des permis de réseaux municipaux d'eau potable, numéro 1, janvier 2011

0000Guide sur l'accréditation des exploitants de réseaux d'eau potable et des analystes de la qualité de l'eau de réseaux d'eau potable

6560fPrélèvement d’échantillons dans le cadre du programme d’analyse de la teneur en plomb de l’eau dans les collectivités

7423fÉchantillonnage et analyse du plomb dans les collectivités : échantillonnage normalisé ou réduit et admissibilité à l’exemption

7128f Liste des personnes-ressources du réseau d’eau potable

4449f01Document d’aide technique pour les normes, directives et objectifs associés à la qualité de l’eau potable en Ontario

ou au 416 325-4000, ou encore à [email protected] si vous avez des questions ou besoin d’aide.

http://www.ene.gov.on.ca/environment/dwo/fr/index.htm

http://www.ene.gov.on.ca/environment/dwo/fr/index.htm

http://www.ene.gov.on.ca/stdprodconsume/groups/lr/@ene/@resources/documents/resource/stdprod_095800.pdf



























http://www.ene.gov.on.ca/environment/fr/resources/STD01_077336.html

http://www.ene.gov.on.ca/environment/dwo/index.htm

Documents

Re: Lakeshore Drinking Water System (DWS) Ministry of … · LAKESHORE DRINKING WATER SYSTEM. The distribution system is comprised of three different pressure zones. Interconnections