Committee of the Whole - 21 Dec 2016

COMMITTEE OF THE WHOLE Council Chambers, Townhall

Wednesday, December 21, 2016 Immediately Following Council Page 1. CALL TO ORDER

2. APPROVAL OF AGENDA

a) Committee of the Whole Agenda

- Dated December 21, 2016.

Recommended Action: THAT the Committee of the Whole agenda for December 21, 2016 be approved as presented.

3. DECLARATION OF PECUNIARY INTEREST

4. SECTION A - TRANSPORTATION AND ENVIRONMENTAL SERVICES

a. CONSENT AGENDA Recommended Action: THAT the following consent agenda items, having been given due consideration be received for information:

6 - 31 i) Payette Drinking Water System MOECC Inspection Report

b. MATTERS FOR CONSIDERATION

32 - 35 i) Winter Maintenance at Discovery Harbour

Recommended Action: THAT the Town enter into an agreement with Huronia Historical Parks to provide winter maintenance operations for the access road and parking area as outlined within this report. AND THAT the costs associated with the winter maintenance operations be incorporated into the Roads Division Operating Budget

c. REFERRALS TO UPCOMING AGENDA/STAFF

i) Referrals:

THAT the Transportation and Environmental Services Section endorse the following additional and existing referrals to upcoming

Page 1 of 89

Town of Penetanguishene Committee of the Whole Agenda

Page

agendas and staff: Future Agenda Items: •Thompsons Road Extension Options (Winter 2017) •Key Performances Measurements for Road Operations (Winter 2017) •Best practices for redevelopment of Main street (Winter 2016) •SSEA Park maintenance plan (Winter 2017) •Penetanguishene Bus Identification (Winter 2017) •Champlain Road Weight Limits (Winter 2017) •Main Street Tender Process (Winter 2016) •Road Specs (Winter 2017) •Resident Reporting System

d. QUESTION PERIOD FROM MEDIA AND PUBLIC

5. SECTION B - RECREATION AND COMMUNITY SERVICES


36 - 38 i) Library Board Minutes Dated - October 24, 2016

39 - 42 ii) Curling Club Minutes Dated - November 3, 2016


43 - 54 i) St. Ann's Draft Agreement - Outdoor Ice Rink

Recommended Action: THAT the Terms and Conditions of the Agreement between the Corporation of the Town of Penetanguishene and St. Ann’s Episcopal Church for the use of church lands as a temporary outdoor rink be approved as per Option D; AND THAT the Clerk be directed to bring forward the necessary By-law for Council approval. AND FURTHER THAT staff be directed to explore the feasibility and need for a new capital project of developing a permanent outdoor rink on Town owned property.


Page 2 of 89


Page i) Referrals

THAT the Recreation and Community Services Section endorse the following additional and existing referrals to upcoming agendas and staff: Future Agenda Items: •Tourism advertising (print & on-line) for future consideration (Spring 2017) •Recreation Master Plan (parks and facilities) (TBD) •Cycling Strategy (TBD) (September 2017) •Curling Club Operations Review / Agreement (Winter 2016/2017) •Outdoor Skating Rink (Winter 2016/2017)


6. SECTION C - PLANNING AND COMMUNITY DEVELOPMENT SERVICES

a. MATTERS FOR CONSIDERATION

55 - 60 i) PD-16-77 RE Zoning By-law Amendment Z.A. 2/2016 - 112 Robert Street West

Recommended Action: THAT the Zoning By-law Amendment Application Z.A. 2/2016 respecting 112 Robert Street West as being deemed a Complete Application. AND THAT Notice of a Complete Application and Public Meeting under the Planning Act be provided in accordance with the regulations issued pursuant to the Planning Act.

61 - 66 ii) PD-16-84 RE Zoning By-law Amendment Z.A. 6/2016 - 16 Byrnes Crescent

Recommended Action: THAT the Zoning By-law Amendment Application Z.A. 6/2016 respecting 16 Byrnes Crescent as being deemed a Complete Application. AND THAT Notice of a Complete Application and Public Meeting under the Planning Act be provided in accordance with the regulations issued pursuant to the Planning Act.

67 - 76 iii) PD-16-81 RE Site Plan Amendment Application - 39 Burke Street (Burkevale Protestant Separate School)

Recommended Action: THAT an Amendment to Site Plan approval be granted for the property at 39 Burke Street (Burkevale Protestant Separate School) subject to final approval of the engineering design.

Page 3 of 89


Page b. REFERRALS TO UPCOMING AGENDA/STAFF

i) Referrals

THAT the Planning and Community Development Services Section endorse the following additional and existing referrals to upcoming agendas and staff: Future Agenda Items:•Promotion of development and growth (annually) •Thompson Road West extension Spring (2017) •Development Charges - CIP, targeted incentives and opportunities (Summer 2017) •Land Inventory Analysis (Winter 2016/2017) •Agrobusiness in the Industrial Zone (Winter 2016/2017) •Secondary Suite Report (Summer 2017)

c. QUESTION PERIOD FROM MEDIA AND PUBLIC

7. SECTION D - FINANCE AND CORPORATE SERVICES


77 - 81 i) Estimated 2016 Capital Carry Forwards

THAT the Estimated 2016 Capital Carry Forward Projects and Estimated 2016 Capital Taxation Surplus Report be received for information.


82 - 83 i) Sign By-law Ad-hoc Committee Review

Recommended Action: THAT the Sign By-law (2013-86) remains in effect and unchanged. AND THAT the Sign By-law Ad-hoc Committee be dissolved.

84 - 89 ii) Request for Utility Reduction

Recommended Action: THAT the Request for a Reduction of a Large Water Consumption Charge be approved in the amount of $325.08.


Page 4 of 89


Page i) Referrals

THAT the Finance and Corporate Services Section endorse the following additional and existing referrals to upcoming agendas and staff: Future Agenda Items: •Community Engagement initiatives (Clerk/CAO - Summer 2017) •Land sale policy review (Clerk/CAO - Winter 2017) •Taxi Licence Review (Clerk - Winter 2017) •Sign By-law Review (Clerk - Winter 2017) •Smoking Policy on Parks and Town Property (Clerk - Winter 2017) •Election 2018 timelines (Clerk - Spring 2017) •Composite Fee Schedule Comparison (Finance - Winter 2016/17) •Insurance Joint RFP Review (Finance - Fall 2017) •Fire Service Review - Town of Midland Partnership (CAO - Spring 2017) •Referral Item Review (CAO - Winter 2017) •Resolution of support re: Tay Township support of Huronia Airport


8. ADJOURNMENT

Page 5 of 89

‘

. f‘)'— .

Mi"i5t"YOf the E"Vi"°""“e"'t Ministere de l‘Environnement OAnd Climate Change

Direction du contréle de la qualité

SafeDrinkingWaterBranch de yea“ potable

Balm?D'5t"'°‘ Omce Bureau du district de BarrieUm‘ 1201

- Bureau 120154 Cede" P°i"‘e D”Ve 54, chemin Cedar PointeBarrie ON '-4N 5R7 Barrie (Ontario) L4N 5R7November 24, 2016

Town of Penetanguishene10 Robert St WestPenetanguishene, OntarioLQM2G2

Attention: Mr. Jeff Lees — Chief Administrative Of?cer, CAO

Re: Drinking Water System Inspection ReportPayette Drinking Water System (220001147)

Please ?nd enclosed the Ministry of the Environment and Climate Change Inspection Report for thePayette Drinking Water System (Drinking Water System # 220001147) inspection. The complianceassessment took place on October 14, 2016.The primary focus of this inspection was to con?rm compliance with Ministryof the Environment andClimate Change legislation and control documents, as well as conformance with Ministry drinking waterrelated policies for the inspection period. The Ministry is implementing a rigorous and comprehensiveapproach in the inspection of water systems that focuses on the source, treatment, and distributioncomponents as well as water system management practices.Section 19 of the Safe Drinking Water Act (Standard of Care) creates a number of obligations forindividuals who exercise decision-making authority over municipal drinking water systems. Please beaware 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 ?ndings. Furtherinformation about Section 19 can be found in “Taking Care of Your DrinkingWater: A Guide for Membersof Municipal Councils” found under “Resources” on the Drinking Water Ontario website atvvvvw.ontario.ca/drinkingwater.In order to measure individual inspection results, the Ministry has established an inspection compliancerisk framework based on the principles of the Inspection, Investigation & Enforcement (ll&E) Secretariatand advice of internal and risk experts. The Inspection Summary Rating Record (IRR), included asAppendix A of the inspection report, provides the Ministry, the system owner and the associated PublicHealth Units with a summarized quantitative measure of the drinking water system's annual inspectionand regulated water quality testing performance. IRR ratings are published (for the previous inspectionyear) in the Ministry's Chief Drinking Water Inspector's Annual Report. Ifyou have any questions orconcerns regarding the rating, please contact Craig Seabrook, Drinking Water Program Supervisor, at705-739-6392.If you have any questions or concerns regarding this inspection report, please contact the undersigned.

Si

Darren HainesProvincial Of?cerMinistry of the Environment and Climate ChangeBarrie District Of?ce(705) 739-6382 (Tel)(705) 739-6350 (Fax)[email protected]

Payette Drinking Water System MOECC Inspection Report Page 6 of 89

CC Bryan Murray, Director of Public Works, Town of Penetang [email protected] Officer of Health, Simcoe Muskoka DistrictHealth UnitBarrie DistrictOf?ce File, Ministry of the Environment and Climate Change


P»)15*OntarioMinistry of the Environment andClimate Change

PAYE1'l'E(PENETANGUISHENE) DRINKING WATER SYSTEM

Inspection Renort

Site Number: 220001147Inspection Number; 1-CLPGEDate of Inspection: Oct 14, 2016Inspected By: Darren Haines


Fyp)if OntarioMinistry of theEnvironment and Climate Change

Inspection Report

OWNER INFORMATION: 1

Company Name: PENETANGUISHENE, THE CORPORATION OF THE TOWN OFStreet Number: 10 - Unitvldenti?er:Street Name: ROBERT St WCity: PENETANGUISHENEProvince: ON Postal Code: L9M 2G2

CONTACT INFORMATION

rNsr>EcrroNDETAILS:

Site Name: PAYE'|'fE (PENETANGUISHENE) DRINKINGWATER SYSTEMSite Address: 64 PAYETTE DR PENETANGUISHENE L9M 1H6CountyIDist_rict: PenetanguisheneMOECC District/Area Of?ce: Barrie DistrictHealth Unit: SIMCOE MUSKOKA DISTRICT HEALTH UNITConservation Authority:MNR Office:Category: Large MunicipalResidentialSite Number: 220001147Inspection Type: AnnouncedInspection Number: 1-CLPGEDate of Inspection: Oct 14, 2016Date of Previous Inspection:

COMPONENTS DESCRIPTION

Site (Name): MOE DWS MappingType: DWS Mapping Point Sub Type:

Site (Name): WELL1 RAWType: Source Sub Type: GroundComments:The Payette Drive (Penetanguishene) drinking water system is a ground water systemlocated at 64 Payette Drive ina primarily residential setting with industrial land uses to the east. Drinking water is obtained from three drilledgroundwater sources, Well 1, Well 2 and Well 3. The Payette Drive wells are all constructed into a deep overburdenaquifer, considered to be at least partially uncon?ned.Well #1 (MOE WWR # 5717696) was drilled and constructed in 1981 to a depth of 86.4 metres. The well isreportedly cased with a 600 millimeter (mm) outer surface casing which commences at 0.23 metres below grade.Contained within the outer casing is a 300 mm inner well casing, which extends from 0.23 metres below grade to adepth of 62.90 metres. The inner casing continues with a screen, which extends an additional 16.76 metres into thewell and terminates at a depth of 86.4 metres. The outer surface casing is reportedly grouted in place with concrete,and the annular space between the outer surface casing and inner casing is ?lled with a bentonite and sand seal fromthe top of the well screen to surface. The well is situated in a well pit with the casing finished approximately 0.2 to 0.3

The well pit is comprised of concrete block and is enclosed with a locked watertightmetresabove the pit ?oor.

access hatch. There is a natural slope to the land away from the well pit and production well.The well is equipped with a submersible pump capable of delivering 2280 Litres per minute at 76.2 metres of total

Report Generated for hainesda on 24/11/2016 (dd/mm/yyyy)Site #2 220001147PAYE'|'|'E (PENETANGUISHENE)DRINKING WATER SYSTEMDate of Inspection: 14/10/2016 (dd/mm/yyyy)

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Ministry of the Environment and Climate ChangeDy. .Inspection Report

dynamic head (TDH) which conveys water via a 150 mm discharge line to the pumphouse where ?ow measurementand chlorination occur prior to entering the Payette Drive reservoir. There is a level indicator installed inside the wellcasing for continuous aquifer water level monitoring, and the well is equipped with a screened vent to prevent theentry of vermin into the well. Operation of the well is based on water level in the reservoir and is con?gured to shutdown should measurements of free available chlorine residual or aquifer levels fall outside predetermined set points.GPS coordinates for the well sources and treatment facilities are located in Appendix A.

Site (Name): WELL 2 RAWV

Type: Source Sub Type: GroundComments: .

Well #2 (MOE WWR # 5732671) was drilled and constructed in 1990 to a depth of 86.45 metres. The well isreportedly cased with a 350mm outer surface casing which commences at 0.85 metres above grade and extends to adepth of 1.34 metres belowgrade. A 300 mm well casing then extends from 1.34 metres below grade to a depth of75.35 metres. The casing continues with a screen which extends an additional 11.10 metres into the well andterminatesat a depth of 86.45 metres. The annular space is reportedly sealed from surface to 7.6 metres belowgrade with bentonite grout.The well is equipped with a submersible pump capable of delivering 3180 Litres per minute at 95 metres of totaldynamic head (TDH) which conveys water via a 150 mm discharge line to the pumphouse where ?ow measurementand chlorination occur prior to entering the Payette Drive reservoir. The below grade connection is made by a pitlessadaptor. There is a level indicator installed inside the well casing for continuous aquifer water level monitoring andthe well is equipped with a screened vent to prevent the entry of vermin into the well. The well is locatedapproximately 4 metres away from the pumphouse. There is a natural slope to the land away from the pumphouseand the production well.Operation of the well is based on water level in the reservoir, and the well pump is con?gured to shut down whenmeasurements of chlorine residual or aquifer levels fall outside predetermined set points.

Site (Name): WELL3 RAWType: Source Sub Type: GroundComments:Well #3 (MOE WWR # 5728347) was drilled and constructed in 1991 to a depth of 88.19 metres. The well isreportedly cased with a 350mm outer surface casing which commences at 1.02 metres above grade and extends to adepth of 1.67 metres below grade. A 300 mm well casing then extends from 1.67 metres belowgrade to a depth of76 metres. The casing continues with a screen which extends an additional 12.19 metres into the well and terminatesat a depth of 88.19 metres. The annular space is reportedly sealed from 3 metres below grade to a depth of 25metres with cement grout.The well is equipped with a submersible pump capable of delivering 2760 Litres per minute at 103 metres of totaldynamic head (TDH) which conveys water via a 200 mm discharge line to the pumphouse where ?ow measurementand chlorination occur prior to entering the Payette Drive reservoir. The below grade connection is made by a pitless‘adaptor. There is a level indicator installed inside the well casing for continuous aquifer water level monitoring, andthe well is equipped with a screened vent to prevent the entry of vermin into the well. There is a natural slope to theland away from the production well.Operation of the well is based on water level in the reservoir and the well pump is con?gured to shut down whenmeasurements of chlorine residual or aquifer levels fall outside predetermined set points.

Site (Name): PUMPHOUSE TREATEDType: Treated Water POE Sub Type: PumphouseComments:The Payette Drive (Penetanguishene) drinkingwater system is a ground water system located at 64 Payette Drive.Raw water enters the pumphouse through individual transmission lines from each of the wells. Each well header isequipped with a mechanical ?ow measuring device, isolation valves and a sample tap. The well headers combine intoa common raw water header prior to treatment. ' '

Report Generated for hainesda on 24/11/2016 (dd/mm/yyyy) Page 3 of 21Site #: 220001 147PAYEITE (PENETANGUISHENE) DRINKING WATER SYSTEMDate of Inspection: 14/10/2016 (dd/mm/yyyy)


Ministry of the Environment and Climate ChangeInspection Report

P»ZF'>OntarioTreatment at Payette Drive includes a gas chlorination system for primary disinfection and residual secondarydisinfectionpurposes. '

The chlorination system consists of two gas (liquid) chlorine cylinders each connected with vacuum regulators to avacuum type automatic switch over module and a feed rate control mechanism. Chlorine gas is drawn through a feedline to the ejector assembly located on the chlorinator control panel. The chlorine feed rate is ?ow paced; dependenton the welldischarge rate. The chlorine solution injects into the combined raw water header prior to entering thereservoir. The chlorine system is controlled and integrated with the well pump controls. The chlorination system ishoused within a separate room of the pumphouse. The room is equipped with a chlorine gas detector which ismounted on the wall to detect leaks. A stand by sodium hypochlorite system comprised of a solenoid chemicalmetering pump with a nameplate indicating a capacity of 0.58 gallons per hour (GPH) (3.8Llhr) at a dischargepressure of 250 psi and a 200 Litre sodium hypochlorite solution storage tank are installed and available in the eventthe gas chlorination system fails.

‘

Chlorine contact time required for primary disinfection purposes is provided by a single cell, in ground baffledreservoir with a usable storage volume of 1160 m’. At plant rated capacity and minimum operating level the reservoirprovides approximately 20 minutes of effective chlorine contact time prior to the water entering the distributionsystem.Treated water is conveyed to the distribution system by gravity to the lower pressure zone and by two vertical turbinehigh liftpumps to the upper pressure zone and Centennial Drive elevated storage tank. The 250 mm high liftpumpdischarge lines are each equipped with mechanical ?ow measuring devices. A chlorinated water line has beentapped into the header and used for maintenanceand treated water monitoring within the pumphouse. Operation ofthe high liftpump is based on water levels in the Centennial Drive elevated storage and pressures in the upper zoneof the distribution system. The high liftpumps are con?gured to shut down when chlorine residuals and reservoirlevels fall outside predetermined set points.One continuous on-line chlorine residual analyzer measuring free available chlorine residual concentration in mg/L forprimary disinfection purposes is supplied with a treated water sample prior to the conveyance of the treated water tothe distribution system. One continuous, on-line turbidimeter measuring treated water turbidity in NTU's is suppliedwith continuous samples from the same location as identi?ed for the chlorine analyzer.Each of the analyzers and ?ow measuring devices are equipped with 4—20mAoutputs connected to a ProgrammableLogic Controller (PLC) which is linked with Penetanguishene's Supervisory Control and Data Acquisition (SCADA)system for continuous monitoring/control and reporting purposes. The turbidimeter is used for operational monitoringpurposes only.One standby diesel generator with a nameplate indicating a rating of 375kW is installed within the pumphouse anddesigned to power key components of the facility during power interruptions.

Site (Name): DISTRIBUTION(WATER INSPECTION)Type: Other , Sub Type: OtherComments: '

The drinking water system has a rated capacity of 11,000m’/day and presently serves a population of approximately2,710 single and multi-residential Units and 250 Industrial/Commercial/Institutional (ICI) Units, corresponding to apopulation of approximately 7000 persons in the Town of Penetanguishene. The distribution system consists ofapproximately 64 kilometres of various sized water mains constructed of variousmaterials. There are approximately407 ?re hydrants with varying ?re protection capabilities, and approximately 588 water main isolation valves.Consumer water usage is fully metered and monitored via a remote meter reading system which enables the Ownerto perform water audits/leak detection surveys on an hourly basis should water trends dictate. The remaining un-metered units are scheduled to be equipped with similar metering capabilities.As a result of topography the distribution system has been divided into four pressure zones. They consist of anUpper, Lower, Gilwood and Bellisle zones. The zones are connected through a series of gates and check valveswhich isolate the zones.Treated water for the upper zone is stored in an elevated tower located on Centennial Drive. Constructed in 1993,the tower has a storage capacity of 5,000 m“. Treated water is gravity fed from the tower to the upper zone. Thetower also helps stabilize pressure in the system.The Payette reservoir and the Robert Street West reservoir store water for the lower zone. The Robert Street

Report Gene:-ated for hainesda on 24/11/2016 (dd/mm/yyyy)Site #1220001147PAYETFE (PENETANGUISHENE) DRINKING WATER SYSTEMDale nf |nsner.tinn' 14/10/7016 iddlmmlwwi

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Ministry of the Environment and Climate ChangeW-

’

InspectionReport

reservoir is an un-baf?ed concrete reservoir that was constructed in 1931 and provides 1100 cubic metres of storage.It extends approximately 2 metres above and below ground level. The Robert Street West booster pumping station islocatedacross the road from the Robert Street reservoir at 199 Robert Street West. One booster pump and ?owcontrol valve are operational at this facility. Water conveyed both into the Robert Street reservoir and out is -

measured by mechanical ?ow measuring devices connected to a Programmable Logic Controller (PLC) which islinked with Penetanguishene's Supervisory Control and Data Acquisition (SCADA) system for continuous monitoringand control purposes.At the Robert Street East monitoring station, the Municipality has installed and maintains one continuous on-linechlorine residual analyzer measuring free available chlorine residual concentration in mg/L within the Robert StreetEast monitoring station. The analyzer is supplied with continuous samples of water within the distribution system forsecondary disinfection residual monitoring purposes. The analyzer is equipped with 4-20mA outputs connected to theSCADA system for continuous monitoring and reporting purposes.The Payette Drive (Penetanguishene) distribution system includes the Pinegrove and Gilwood subdivisions known asthe ‘Gilwood’zone. The existing treatment plant structures for these two systems still exist. The Pinegrovepumphouse is being used solely for storage while the Gilwood subdivision pumphouse has a pressure reducing valvewhich is monitored and adjusted based on demand for the residents in the Gilwood pressure zone. An additional

‘ pressure zone, known asthe Bellisle Pressure Zone is controlled by a 2,100 mm and 2,150 mm diameter PressureReducing Valve.

Report Generated for hainesda on 24/11/2016 (dd/mm/yyyy)' ' Page 5 of 21Site 11:220001147PAYE1'|'E (PENETANGUISHENE) DRINKING WATER SYSTEMDate of Inspection: 14/10/2016 (dd/rnrn/yyyy)


.!‘w)0' OntarioMinistry of the Environment and Climate Change

Inspection Report

INSPECTION SUMMARY:

lntmiitien

The primary focus of this inspection is to con?rm compliance with Ministry of the Environment and ClimateChange (MOECC) legislation as well as evaluating conformance with ministry drinking water policies andguidelines during the inspection period. The ministry utilizes a comprehensive, multi-barrier approach inthe inspection of water systems that focuses on the source, treatment, and distribution components aswell as management practices.

This drinking water system is subject to the legislative requirements of the Safe Drinking Water Act, 2002(SDWA) and regulations made therein, including Ontario Regulation 170/03, "Drinking Water Systems"(0.Reg. 170/03). This inspection has been conducted pursuant to Section 81 of the SDWA.

This inspection report does not suggest that all applicable legislation and regulations were evaluated. Itremains the responsibility of the owner to ensure compliance with all applicable legislative and regulatoryrequirements.

On October 14, 2016, the Ministry conducted an announced inspection of the Fayette drinking water system(DWS# 220001147). The Payette DWS is located in the Town of Penetanguishene and is classi?ed as a LargeMunicipal Residential drinking water system.A preliminary review of the documents provided by the Town of Penetanguishene was conducted as well as aninspection ofthe pump house, ground water wells, water tower and pumping stations which are located throughoutthe Payette distribution system.The inspection review period for this report is from November 2015 to October 2016. During this review period, theOwner operated under Municipal Drinking Water License 127-102 and Drinking Water Works Permit 127-202,which were issued on January 19th and 20th, 2011 and is also subject to the regulatory requirements of the SafeDrinking Water Act and the Drinking Water Systems Regulation 170/03.This report includes a compliance review of both the License and Permit for the Fayette DWS.

_S_ource

Report Generated for hainesda on 24/11/2016 (dd/mm/yyyy)Site #2 220001147

The owner was maintaining the production we|I(s) in a manner sufficient to prevent entry into the well ofsurface water and other foreign materials. ‘

At the time of the inspection, each of the Payette well casings for wells 1,2 and 3 extended above grade andappeared to meet all of the requirements as required by Ontario Regulation 903/90. It appeared as though theOwner was maintaining all three of the Fayette production wells in a suf?cient manner in order to prevent the entryof surface water and other foreign materials.

The owner was maintaining the municipal wells not being used as a raw water supply in a manner toprevent the entry of surface water and other foreign materials.

The Owner stated at the time of the inspection that the Robert Street wells, which are owned by the Town ofPenetanguishene but are not connected to the Payette system, are being maintained, inspected and ?ushed on aminimum annual basis.

Measures were in place to protect the groundwater and/or GUDI source in accordance with any theMunicipal Drinking Water Licence and Drinking Water Works Permit issued under Part V of the SDWA.

The Owner was a participant in the North Simcoe Regional Groundwater Study conducted in part by the SevernSound Environmental Association, Golder Associates and the Ministryof the Environment to identify rechargeareas, capture zones, well head protection areas and potential contamination areas to groundwater resources. TheOwner has incorporated these well head protection areas into their planning policies.

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PAYE'l'l'E (PENETANGUlSHENE) DRINKING WATER SYSTEMDate of Inspection: 14/10/2015 (dd/mm/yyyy)


P»-ZF>OntarioMinistry of the Environment andClimate Change

Inspection Report

Source

C

The Owner has also developed and maintains inspection procedures within the operations and maintenancemanual and retains the services of licensed well contractors to perform regular inspections, maintenance andtesting of each of their production wells. Procedures which include disinfection and flushing, have also beendeveloped and are reponedly implemented when raw and or treated water sampling results dictate.

Trends in source water quality were being monitored.

A raw water sample is collected by the Owner from each of the Payette wells on a weekly basis and is analyzed forEscherichia coli (E. Coli) and total coliform bacteria. The Owner also analyzes the raw water every 60 months forschedule 23/24 parameters and the results are compared to previous schedule 23/24 results for trending purposes.Trends in water quantities are being monitored by the Owner through the review of the ?ow meter data. The Ownerstated that each service connection is monitored for flow and that they have the ability to monitor how much watereach residence on the system is utilizing every day of the year.

Tak er

The owner was in compliance with all conditions of the P1'I'W.

Permit To Take Water (P'l‘lW)# 1436-,9PVNKLUissued to the Owner for the Payette DWS on November 10, 2014restricts water taking to 11,145 cubic meters per day (2851200 Liters per day for Well 1, 4579200 Liters per day forWell 2, and 3715200 Liters per day for well 3 ) over a maximumof 365 days per year. At the time of the inspectionthe Owner was in compliance with these water taking limits which will be discussed in fui1her detail in anothersection of this repon.Section 4 of PTTW #1436-9PNKLU further identi?es additional monitoring requirements for the permit holder.Condition 4.1 states that a record shall be maintained for the following: dates and duration of water taking, totalmeasured amounts of water pumped per day for each day that water is pumped with a separate record for eachsource and that records should be kept at or near the site of the taking for inspection purposes.Condition 4.2 states that the permit holder shall measure and record static and/or pumping water levels in theobservation well referred to as 0W79-1 on a weekly basis.

V

Records supplied by the owner of the system showed that during the inspection review period, the owner wasmaintaining the additional monitoring records in compliance with section 4 of the above stated PTIW.

c‘ ssess nt

There was sufficient monitoring of?ow as required by the Municipal Drinking Water Licence or DrinkingWater Works Permit issued under Part V of the SDWA.

Section 2 of Schedule C of Municipal Drinking Water License 127-102 states continuous flow measurement andrecording shall be undenaken for: nowrate and daily volume of treated water that ?ows from the treatmentsubsystem to the distribution system; and the ?ow rate and daily volume of water that flows into the treatmentsubsystem. '

Section 4 of PTIW #1436-9PNKLU issued to the Town of Penetanguishene for the Payette drinking water system,identi?es additional monitoring requirements for the permit holder. Condition 4.1 states that a record shall bemaintained for the following: dates and duration of water takings, total measured amounts of water pumped per dayfor each day that water is pumped with a separate record for each source and that records should be kept at ornear the site of the taking for inspection purposes.To capture ?ow data, the Owner has installed mechanical ?ow measuring devices on each of the well headers aswell as on the discharge header to the Payette distribution system. Each of the ?ow meters interface with theOwner's SCADA system which makes record of instantaneous ?ow rates as well as totalized volumes to satisfyrecord keeping requirements for both the License and P'l‘lW. Each of the well headers is equipped with flow controldevices to reduce the potential for ?ow exceedances.

The flow measuring devices were calibratedor verified in accordance with the requirements of the

Report Generated for hainesda on 24/11/2016 (dd/mm/yyyy)Site #: 220001147 -

FAYETTE(PENETANGUISHENE) DRINKING WATER SYSTEMDate of Inspection: 14/10/2016 (dd/mm/yyyy)

Page 7 of21


Ministry of the Environment and Climate ChangeP)-._ '

Inspection Report

acit ess

Municipal Drinking Water Licence issued under Part V of the SDWA. l

Section 3.0 (Calibration of Flow Measuring Devices) of Municipal DrinkingWater License MDWL127-102, issued tothe Owner for the Payette DWS states the following:3.1 Allflow measuring devices must be checked and calibrated in accordance with themanufacturer's instructions.3.2 Ifthe manufacturer's instructions do not indicate how often to check and calibrate a flowmeasuring device, the equipment must be checked and calibrated at least once every year during which thedrinking water system is in operation.During the course of the inspection the Owner stated that, the flow measuring chamber is maintained and calibratedby Coulter Water Meter Service Inc. Payette well pumps 1, 2 and3 as well as booster pumps 1 and 2 werecalibrated on October 14, 2015.

- The owner was in compliance with the conditions associated with maximum flow rate or the rated capacityconditions in the Municipal Drinking Water Licence issued under Part V of the SDWA.

_Municipal Drinking Water License 127-102, issued for the Payette DWS, states in Schedule C.condition 1.1 that the maximum daily volume of treated water that flows from the treatment -

subsystem to the distribution system shall not exceed 11,800m3/day.Permit To Take Water (P'|'|'W)#1436-QPNKLU issued to the Owner for the Payette DWS on November 10, 2014restricts water taking to 11,145 cubic metres per day (2851 .2m3/day for Well 1, 4579.2m3/day for Well 2 and3715.2m3/day for Well 3).Based on ?ow records provided to the Ministry by the Owner, for the Payette DWS, none of theabove stated maximum flow rate parameters for the above noted authorizing document, wasexceeded during the inspection review period.

- Appropriate records of flows and any capacity exceedances were made in accordance with the MunicipalDrinking Water Licence issued under Part V of the SDWA.

Section 2.2 of MDWL 127-102, issued to the Owner for the Payette DWS, states that for each treatment subsystemcomponent identi?ed in column 2 of Table 2 and in addition to any other ?ow measurement and recording that maybe required, continuous ?ow measurement and recording shall be undertaken for the flow rate and daily volume ofwater that ?ows into the treatment subsystem component.Allcontinuous ?ow monitors are in place for all locations as required by the facilities MDWL127-102. Flow recordsfor all monitors are recorded daily and all ?ow data is incorporated into monthly Water Supply and Distribution ,

reports, as well as quarterly and annual reports for the Payette system ‘

l

rea I'0 COS

0 The owner had ensured that all equipment was installed in accordance with Schedule A and Schedule C ofthe Drinking Water Works Permit.

o The owner/operating authority was in compliance with the requirement to prepare Form 2 documents asrequired by their Drinking Water Works Permit during the inspection period.

One Form 2 modification form was submitted by the Owner for the Payette DWS during the inspection reviewperiod. The Form 2 replacement conducted by the Owner was the replacement of a backup sodium hypochloritepump at the Payette booster station. A copy of the Form 2 form was provided to the Ministry by the Owner as partof this inspection.

- Records indicated that the treatment equipment was operated in a manner that achieved the designcapabilities required under Ontario Regulation 170/03 or a Drinking Water Works Permit and/or MunicipalDrinking Water Licence issued under Part V of the SDWA at all times that water was being supplied toconsumers.

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InspectionReport

Section 1-3 of Schedule 1 Ontario Regulation (O.Reg.) 170/03 requires the Owner of a drinking water system thatobtains water from a raw water supply that is ground water to ensure provision of water treatment equipment that isdesigned to be capable of achieving, at all times, primary disinfection in accordance with the Ministry's Procedurefor Disinfection of Drinking Water in Ontario, including at least 99 per cent (2.0-log) removal or inactivation ofviruses by the time water enters the distribution system. This is the case for the treatment train comprising thePayette drinking water system.

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To satisfy these requirements, the Owner has installed free available chlorine residualchemical disinfectionsystems, and employs the CT disinfection concept to quantify the capability of the chemical disinfection system andensure the provision of effective pathogen inactivation for primary disinfection purposes. Free available chlorineresidual is achieved through the addition of chlorine gas. The effective disinfectant contact time requiredfor the CTconcept is afforded in a dedicated baf?ed reservoir prior to the conveyance of that drinking water to users of thesystem. The Payette reservoir provides approximately 20 minutes of contact time when operated above a minimumoperating level of 3.34 meters at the plant rated capacity (137L/s) and a minimum free chlorine residual of 0.20mg/L at all times.One continuous chlorine analyzer measuring free available chlorine residual for primarydisinfection purposes is supplied with treated water prior to treated water being directed to the first consumer in thedistribution system. The analyzer is linked to the Owner's SCADA system for monitoring and alarming purposes.The OIC for the Town of Penetangulshene stated that the CT calculations for the Payette drinking water systemhave been incorporated in to their SCADA system and as part of that, the Owner willbe monitoring the parameters(temperature, chlorine residuals and reservoir elevations) that in?uence CT.

0 Records con?rmed that the water ‘treatmentequipment which provides chlorination or chloramination forsecondary disinfection purposes was operated so that at all times and all locations in the distributionsystem the chlorine residual was never less than 0.05 mgll free or 0.25 mgll combined.

, During the review of records provided by the Owner, it was found that during the inspection review period, all of thefree chlorine residuals obtained by system operators within the Payette -

distribution system, had residuals above 0.05mg/L. Secondary disinfectant residuals are monitored by the Ownerthrough the use of continuous chlorine analyzers, which are linked to the Owners SCADA system or through thecollection of weekly distribution chlorine residuals obtained by system operators.Chlorine residuals were obtained by the Ministry at two different locations within the Payettedistribution system as part of this inspection. Free chlorine residual readings were obtained by the Ministry at theRobert St East monitoring station and the Gauthier sample station, which isconsidered the end of the distribution system. The Ministry obtained free chlorine residuals above 0.05mg/L at bothlocations of the Payette distribution system.

c The owner had evidence indicating that all chemicals and materials that come in contact with water within' the drinking water system met the AWWA and ANSI standards in accordance with the Municipal Drinking

Water Licence and Drinking Water Works Permit issued under Part V of the SDWA.

During the pump house inspection one of the operators provided evidence that the chlorine gas utilized fordisinfection for the Payette drinking water system meets AWWA certi?cation standards for drinking water treatment.

- Up-to-date plans for the drinking-water system were kept in a place, or made available in such a manner,that they could be readily viewed by all persons responsible for all or part of the operation of the drinking

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water system in accordance with the Drinking Water Works Permit and Municipal Drinking Water Licenceissued under Part V of the SDWA.

Section 15.3, Schedule B of MDWL127-102, issued to the Owner for the Payette DWS states that process ?ow

diagrams and process and instrumentation diagrams for any treatment ’

subsystem shall be kept in a place, or made available in such a manner, that they may bereadily viewed by all persons responsible for all or part ofthe operation of the drinkingwater system.

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Treatment P|:ogg§§es

During the inspection of the Payette pump house, the PID was observed on the wall of the pump house. The PIDappeared to be up to date with all changes being incorporated.

Treatment Pgggess Monitoring

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Primary disinfection chlorine monitoring was conducted at a location approved by Municipal DrinkingWater Licence andlor Drinking Water Works Permit issued under Part V of the SDWA, or atlnear a locationwhere the intended CT has just been achieved.Free available chlorine residual is achieved through the addition of chlorinegas. The effective disinfectant contact time required for the CT concept is afforded in a dedicated baffled reservoirprior to the conveyance of that drinking water to users of the system. The Payette reservoir provides approximately20 minutes of contact time when operated above a minimum operating level of 3.34 meters at the plant rated

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capacity (137Us) and a minimum free chlorine residual of 0.20 mg/L at all times.The Owner has installed, at the Payette pump house, a free chlorine residual analyzer which is supplied withcontinuous samples taken from a point where the intended contact time has just been completed for primarydisinfection purposes. The analyzer is linked via a Programmable Logic Controller (PLC) to the Supervisory Controland Data Acquisition (SCADA) system for monitoring and alarming purposes. Itwas stated during the inspectionthat the analyzer was con?gured to alarm and shut down the high liftpumps should the free available chlorineresidual fall below 0.30mg/L or go above 4.0 mg/L. The analyzer measures samples within the required accuraciesand frequencies prescribed by Ontario Regulation 170/03.

Operators were aware of the operational criteria necessary to achieve primary disinfection within thedrinking water system.

The OIC for the Town of Penetanguishene stated that the CT calculations forthe Payette drinking water system arecurrently incorporated in to their SCADA system and as part of that, the Owner monitors all of the parameters(temperature. chlorine residuals and reservoir elevations) that in?uence CT. All operators are aware of the aboveinformation.

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

The Owner has installed and maintains, at the Robert street east booster station, a free chlorine residual analyzerwhich is supplied with continuous samples taken from a point in the upper zone of the distribution system, forsecondary monitoring purposes. The analyzer is linked to the Owner's SCADA system for monitoring and alarmingpurposes.The Owner also utilizes a handheld colourimeter to perform tests within the distribution system and performcomparisons for calibration of the on-line analyzers V

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Operators were examining continuous monitoring test results and they were examining the results within_

72 hours of the test.

Continuous monitoring results for the Payette DWS are reviewed by system operators Fridayafternoons, prior to a weekend. On Monday mornings, results are again examined to ensurecontinuous monitoring equipment has accurately recorded all information and that all results are within acceptableranges.

All continuous monitoring equipment utilized for sampling and testing required by O. Reg.170I03, orMunicipal Drinking Water Licence or Drinking Water Works Pem1it or order, were equipped with alarms or

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shut-off mechanisms that satisfy the standards described in Schedule 6. v

The Owner utilizes free chlorine residual analyzers to monitor after CT is achieved and at the end of the distributionsystem. These analyzers are linked to the Owner‘s SCADA system for monitoring and alarming purposes. It wasstated during the inspection that the analyzer, utilized for monitoring chlorine residuals after CT, was configured toalarm should the free available chlorine residual fall below 0.30mgIL. The analyzer. utilized to monitor chlorine

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residuals at or near the end of the distribution system, was con?gured to alarm and shut down the high liftpumpsshould the free available chlorine residual fall below 0.20 mg/L.

Continuous monitoringequipmentthat was being utilized to fulfill O. Reg. 170/03 requirements wasperforming tests for the parameters with at least the minimum frequency speci?ed in the Table in Schedule6 of O. Reg. 170/03 and recording data with the prescribed format.

A record of the date, time, sampling location and result of every test made using continuousmonitoring equipment for those parameters (chlorine and turbidity) is being made with at least the minimumfrequency.speci?_ed in the Table in Schedule 6 when water is being directed to users. The record includes theminimum, maximum and mean results of those tests. Speci?cally data is logged at least every 5 minutes forchlorine residual and at least every 15 minutes for turbidity.. ‘

All continuous analysers were calibrated, maintained, and operated, in accordance with the manufacturer'sinstructions or the regulation.

Documents provided by the Owner for the Fayette DWS indicated that the Town effects weeklymaintenance checks and calibrations on all the Free chlorine analyzers and quarterly calibrations on theTurbidimeter.

Qistribgtjgn System

The owner had up-to-date documents describing the distribution components as required.

Up to date as built drawings for the distribution system are posted on the wall of the Payettepump house. The plans have not changed from the time of the last inspection due to the fact that there have beenno changes.

There is a backflow prevention program, policy andlor bylaw in place.

Town of Penetangulshene by-law #1999-33 includes sections which prohibit cross connections to the municipalwater supply. The required meter package (contained within the by-law) includes installation of a dual check valvewhich acts as a barrier between the drinking water system and an unapproved water supply.

The owner had a program or maintained a schedule for routine cleanout, inspection and maintenance ofreservoirs and elevated storage tanks within the distribution system.

The Owner stated during the inspection that all reservoirs are visually inspected annually and inspected with acamera every 2-3 years. All maintenance activities are performed by the Owner on a as needed basis.

Existing parts of the distribution system that are taken out of service for inspection, repair or otheractivities that may lead to contamination, and all new parts of the distribution system that come in contactwith drinking water, were disinfected in accordance with Schedule B, Condition 2.3 of the Drinking WaterWorks Permit, or an equivalent procedure (i.e. the Watermain Disinfection Procedure).

All repairs, inspections and ?ushing activities performed by the Owner are conducted inaccordance to AWWA procedures B-300 and C651-99 as well as NSF 60/61. These proceduresare outlined in detail in the Owner's Operations and Maintenance Manual.

The owner had implemented a program for the flushing of watermains as per industry standards.

The ?ushing of watermains in the Fayette distribution system is conducted twice per year by the Owner. Flushing ofthe Payette system was conducted by the Owner in May 2016 and Septemberv2016. Flushing and disinfectingprocedures are documented in the Owner's Operations and Maintenance manual.

Records continued that disinfectant residuals were routinely checked at the extremities and "dead ends" of

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the distribution system.

The Owner utilizes a HACH colourimeter to perform tests within the distribution system (including the end of thedistribution system) and perform comparisons for calibration of the on-line analyzers.

A program was in place for inspecting and exercising valves.

The Owner does have a procedure for the inspection of main valves and all other valves as listed in theirOperations and Maintenance manual. Allvalves that are inspected, changed, exercised or repaired aredocumented on a "Yearly Valve Repairs" spreadsheet.

There was a program in place for inspecting and operating hydrants.

Hydrants on the Payette distribution system are operated on an annual basis, usually during?ushing activities. A record of each hydrant that is maintained and/or operated on an annual basis is documentedby the Owner on a Hydrant Maintenance spreadsheet which is kept at the Town's Public Works of?ce.

There was a by-law or policy in place limiting access to hydrants.

Town of Penetanguishene by-law 1999-33 is the comprehensive water use by-law for themunicipality. The by-law restricts ?re hydrant usage to those who have written consent of theDirector. A ?re hydrant use permit must be submitted before use of the hydrant is permitted. An exemption is inplace for ?re ?ghters where water is required for ?re protection purposes.

The owner was able to maintain proper pressures in the distribution system and pressure was monitored toalert the operator of conditions which may lead to loss of pressure below the value under which the systemis designed to operate.

The distribution system pressure readings for the three pressure zones within the Payette DWS are continuouslymonitored by the Owner using SCADA. The pressure reading information that is generated by the Owner's SCADAis incorporated into the monthly, quarterly and Annual Reports which were provided to the Ministry as part of thisinspection. Pressure readings for the three zones (Payette Drive, Robert Street East and Robert Street West) arealso recorded daily as part of the water Supply and Distribution Reports that are produced by the Owner. In thesereports, a Minimum, Maximum, and Average pressure readings for the three zones are recorded.

Operations Manuals

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Operators and maintenance personnel had ready access to operationsand maintenance manuals.

Operations and Maintenance (O&M) manuals for the Payette drinking water system are locatedboth at the main pump house as well as at the main PUC of?ce. The binders have been updated to includeupgrades from previous operating years. All the water operators from the Town of Penetanguishene reviewed,made comments for change and signed off on all O&M manuals.

The operations and maintenance manuals contained plans, drawings and process descriptions sufficientfor the safe and efiicient operation of the system.

The operationsand maintenance manuals met the requirements of the Drinking Water Works Pemiit andMunicipal Drinking Water Licence issued under Part V of the SDWA.Section 16.0 (Operations and Maintenance Manual) of MDWL127-102, issued to the Owner for the Payette DWSstates the following: '

16.1 An up-to-date operations and maintenance manual or manuals shall be maintained andapplicable parts of the manual or manuals shall be made available for reference by allpersons responsible for all or part of the operation or maintenance of the drinking water

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system. .

16.2 The operations and maintenance manual or manuals, shall include at a minimum: .

16.2.1 The requirements of this licenceand associated procedures;16.2.2 The requirements of the drinking water works permit for the drinking water system;16.2.3 A description of the processes used to achieve primary and secondary disinfection within the drinking watersystem, including where applicable:a) A copy of the CT calculations that were used as the basis for primary disinfection under worst case operatingconditions; andb) The validated operating conditions for UV disinfection equipment, including a copy of the validation certi?cate;16.2.4 Procedures for monitoring and recording the in-process parameters necessaryfor the control of any treatment subsystem and for assessing the performance ofthe drinking water system;16.2.5 Procedures for the operation and maintenance of monitoringequipment;16.2.6 Contingency plans and procedures for the provision of adequate equipment andmaterial to deal with emergencies, upset conditionsrandequipment breakdown;16.2.7 Procedures for dealing with complaints related to the drinking water system,including the recording of the nature of the complaint and any investigation and corrective action taken in respect ofthe complaint;16.2.8 An inspection schedule for all wells associated with the drinking water system,including all production wells, standby wells, test wells and monitoring wells;16.2.9 Well inspection and maintenance procedures for the entire well structure of eachwell including all above and below grade well components; and16.2.10 Remedial action plans for situations where an inspection indicates noncompliancewith respect to regulatory requirements and/or risk to raw well water quality. ’

16.3 Procedures necessary for the operation and maintenance of any alterations to thedrinking water system shall be incorporated into the operations and maintenance manualor manuals prior to those alterations coming into operation.The Operations Manual for the Fayette DWS that was reviewed as part of this inspection, meets all of the criterialisted in the MDWL127-102, as stated above.

Logbooks

- Logbooks were properly maintained and contained the required information.

There is a logbook that is kept and maintained by the Owner at the Fayette pump house and booster station sites.Log sheets, electronic ?les and spreadsheets are also utilized to document activities that are undertaken on theFayette drinking water system. Each entry made in the log book by the Owner is initialed by the operator who madethe comment on that particular day.

0 Records or other record keeping mechanisms con?rmed that operational testing not performed bycontinuous monitoring equipment was being done by a certi?ed operator, water quality analyst, or personwho suffices the requirements of O. Reg. 170/03 7-5. '

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Only adequately certi?ed operators are employed by the Town of Penetanguishene to operate their water systems.These operators conduct all of the operational tests, record all of the results obtained, make all of the log entries,and collect all of the required samples to be sent to the appropriate accredited laboratory.

- For every required operational testvandevery required sample, a record was made of the date, time,location, name of the person conducting the test and result of the test.

The SCADA system continuously records all operational parameters either in a monthly in-house data spreadsheetor a monthly water supply and distribution spreadsheet for the Payette system. Adequate documentation ofactivities for Payette that are not continuously monitored has been made by the Owner in a log book or

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spreadsheet.

- The operator-in-charge ensured that records were maintained of all adjustments made to the processeswithin his or her responsibility.

On any given day, the OIC is the operator responsible for the operation of the facility and theperson responsible for making the appropriate log book entries for any changes, upsets, testsperformed, equipment repairs or any other operational activities.

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r- Logs orother record keeping mechanisms were available for at least ?ve (5) years.

Go ti e c Em enc ann'n

- Spill containment was provided for process"chemicals and/or standby power generator fuel.

The Payette water treatment plant utilizes chlorine gas for primary disinfection. The room where the chlorine gas isstored is separate from the other operational equipment and processes at the Payette pump house. The chlorinegas room is alanned to notify the operators both during work hours and after normal work hours, in the event of a 2

failure or emergency.The diesel fuel tank for the stand-by generator is housed within a concrete containment area inside the Payettepump house.

o Clean-up equipment and materials were in place for the clean up of spills.

in the event that a clean up of a spill was to be undertaken, the Owner would contact the Town of PenetanguisheneFire Department to assist with clean up activities. The Town of Penetanguishene Fire Department is equipped withclean up materials for a spill scenario. ‘

0 Standby power generators were tested under nomral load conditions.

One standby diesel generator, with a nameplate indicating a rating of 300kW, is installed within the Payette pumphouse and designed to power key components of the facility during powerinterruptions. Fuel for the generator is contained within a concrete containment berm which is also situated withinthe Payette pump house. The standby diesel generator is routinely operated on a monthly basis under normal loadconditions to ensure its in working condition, if required.

Security

- All storage facilities were completely covered and secure.

All reservoirs and elevated storage towers on the Payette DWS are either locked themselves or situated withinlocked and fenced compounds.

- Air vents and overflows associated with reservoirs and elevated storage structures were equipped with I

screens.

- The owner had provided security measures to protect components of the drinking water system.

The Payette pump house is within a fenced compound and equipped with an intrusion alarm and is generally visitedon a daily basis by operational staff. All other monitoring stations and sample stations within the Payette distributionsystem are locked to prevent unauthorized access. Access to all locked premises is restricted solely to the watersystem operators. The Owner has installed appropriate signage restricting access to unauthorized persons at thePayette pump house.

Co su e eat‘o s

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The owner and/or operating authority undertook efforts to promote water conservation and reduce waterlosses in their system.

Town of Penetanguishene by-law 1999-33 is the comprehensive water use by-law for themunicipality. This by-law restricts residential water usage for lawn watering which is in effect during summer’months. As well, each service connection on the Payette DWS has its water usage metered by theOwner.

m- The overall responsible operator had been designated for each subsystem.

The Payette DWS is deemed a limited groundwater system under Regulation 128/04. The Overall ResponsibleOperator for the Payette DWS holds a Class 3 Water Distribution and Supply certification expiry — May 31, 2018.Allother operators employed by the Town of Penetanguishene, who may have occasion to act in absence of theORO, also hold a valid Class 3 Water Distribution and Supply certi?cation .

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

The Owner has designated all licensed operators who are employed by the Town ofPenetanguishene as OIC for the Payette DWS.

o All activities that were undertaken by uncerti?ed persons in the DW subsystems were overseen by personshaving the prescribed quali?cations. ’

- All operators possessed the required certification.

Allof the workthatwas undertaken on the treatment system for the Payette drinking water system was performedby certified operators who are employed by the Town of Penetanguishene.

- Only certi?ed operators made adjustments to the treatment equipment.

Allof the work that was undertaken on the treatment system for the Payette drinking water system was performedby certified operators who are employed by the Town of Penetanguishene.

- An adequatelylicenced operator was designated to act in place of the overall responsibleoperator whenthe overall responsible operator was unable to act.

Water Qugljgy Monitoring

o All microbiological water quality monitoring requirements for raw water samples were being met.

Subsection 10-4 (1) and 104(2) of Schedule 10 of Ontario Regulation 170/03 requires that theOwner and the operating authority of a large municipal residential drinking water system, such as the Payettedrinking water system, ensure that a raw water sample is taken at least once every week from each well that issupplying water to the drinking water system, before any treatment is applied to the source water. Subsection 10-4(3) further requires the Owner and operating authority ensure that each of the raw water samples collected aretested for Escherichia coli (E. Coli) and total coliform bacteria.Records provided and reviewed in the course of this inspection indicate that the Owner hascomplied with these raw water sampling requirements and generally collects raw water samples from each of thethree wells for the Payette DWS on a weekly basis.

- All microbiological water quality monitoring requirements for distribution samples were being met.

Subsection 10-2 of Schedule 10 Ontario Regulation 170/03 requires the Owner and the operatingauthority of alarge municipal residential drinking water system to collect at a minimum 14 microbiological samples within thedistribution system on a monthly basis; with at least one distribution sample taken each week.

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Subsection 10- 2 further stipulates that each of the distribution samples collected are tested for Escherichia coli,total coliforms and general bacteria population expressed as colony counts on a heterotrophic plate count, ifsubsection 2-5 (1) of Schedule 2 applies to the system, as is the case for the Payette drinking water system.Records provided and reviewed in the course of this inspection indicate that the Owner has notonly complied with these sampling requirements within the distribution system on a weekly basis, but has goneabove and beyond these requirements typically collecting 5 samples each week from the distribution system.

- All microbiological water quality monitoring requirements for treated samples were being met.

Subsection 10-3 of schedule 10 of O. Reg. 170 requires that the Owner and the operating authority of a largemunicipal residential drinking water system suchvasthe Payette DWS, ensure that a water sample is taken at leastonce every week from the point at which water enters the distribution system. The Owner and operating authorityare required to ensure that each of these samples are tested for E.co|i, total coliforms and general bacteriapopulation expressed as colony counts on a heterotrophic plate count.

- All inorganic water quality monitoring requirements prescribed by legislation were conducted within therequired frequency.

Section 13-2 of Schedule 13 Ontario Regulation 170/03 requires the Owner and the operatingauthority of a large municipal residential drinking water system to ensure that at least one water sample is takenevery 36 months if the system obtains water from a raw water supply that is ground water, such is the case for thePayette drinking water system, and have those samples tested for every parameter set’ out in Schedule 23.The Owner provided sample results to the Ministry as part of this inspection which showed they performedInorganic sample analysis during the review period for the Payette DWS. Inorganic samples were obtained from thePayette DWS on February 16, 2016. The Owner did not report any adverse sample results as a result of thosesamples.

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- All organic water quality monitoring requirements prescribed by legislation were conducted within therequired frequency.

Section 13-4 of Schedule 13 Ontario Regulation 170/03 requires the Owner and theoperating authority of a large municipal residential drinking water system to ensure that at least one water sample istaken every 36 months if the system obtains water from a raw water supply that is ground water, such is the casefor the Payette drinking water system, and have those samples tested for every parameter set out in Schedules 24of Ontario Regulation 170/03.The Owner provided sample results to the Ministry as part of this inspection which showed they performed Organicsample analysis during the review period for the Payette DWS. Organicsamples were obtained from the Payette DWS on February 16, 2016. The Owner did not reportany adverse sample results as a result of those samples.

- All trihalomethanes water quality monitoring requirements prescribed by legislation were conducted withinthe required frequency.

Section 13-6 of Schedule 13 Ontario Regulation 170/03 requires the Owner and the operatingauthority of a large municipal residential drinking water system, such as the Payette drinking water system, toensure that at least one distribution sample is taken every 3 months from a point in the drinking—watersystem'sdistribution system, or in plumbing that is connected to the drinking water system that is likely to have an elevatedpotential for the formation of trihalomethanes, and tested for trihalomethanes.The Owner conducted this required monitoring February 16, 2016; May 16,2016 andAugust 15, 2016. Allof the THM results provided to the Ministry by the Owner were below the‘THM standard of100ug/L as set out in the ODWQS.

- Trihalomethanesamples were being collected from a point in the distribution system or connectedplumbing system that was likely to have an elevated potential for the formation of trihalomethanes.

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Trihalomethanes samples are being collected by the Owner from Watson's Shell Station whichis the end of thedistribution system.

- . All nitratelnitrite water quality monitoring requirements prescribed by legislation were conducted within therequired frequency for the DWS.

Section 13-7 of Schedule 13 Ontario Regulation 170/03 requires the Owner and the operatingauthority of a large municipal residential drinking water system, such as the Payette drinking water system, toensure that at least one distribution sample is taken every 3 months and no more than 120 days from the date ofthe last sample for NitratesINitrites.The Owner conducted this required monitoring February 16, 2016; May 16, 2016 andAugust 12, 2016. Results ofthe Nitrie/Nitrate sampling would indicate that the water met theprescribed standards set out for those parameters in the ODWQS.

o All sodium water quality monitoringrequirements prescribed by legislation were conducted within therequired frequency.

Sections 13-8 of Schedule 13 Ontario Regulation 170/03 requires the Owner and the operatingauthority of a small municipal residential drinking water system, such as the Payette drinking water system, toensure that at least one water sample is taken every 60 months and tested for Sodium.The Owner conducted Sodium sampling on February 12, 2015. Results of that sampling indicate that the water metthe prescribed standard set out for Sodium in the ODWQS.

- All fluoride water quality monitoring requirements prescribed by legislation were conducted within therequired frequency.

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Section 13-9 of Schedule 13 Ontario Regulation 170/03 requires the Owner and the operatingauthority of a large municipal residential drinking water system, such as the Payette drinking water system toensure that at least one water sample is taken every 60 months and tested for Fluoride.The Owner conducted Fluoride sampling on February 12, 2015. Results of that sampling indicate that the water metthe prescribed standardsset out for Fluoride in the ODWQS. '

o The owner ensured that water samples were taken at the prescribed location.

0 All water quality monitoring requirements" imposed by theMunicipal Drinking Water Licence and DrinkingWater Works Permit were being met.

- -Allsampling requirements for lead prescribed by schedule 15.1 of O. Reg. 170/03 _werebeing met.

The Owner obtained Lead samples three times during the review period (February 16/16. May 16/16 and August15/16). These samples were also analyzed for alkalinity and pH as required. The results of that sampling wouldindicate that the water met theprescribed standards set out for Lead in the ODWQS.

~ Records confirmed thatchlorine residual testswere being conducted at the same time and at the samelocation that microbiological samples were obtained.

A review of the Payette DWS records provided by the Owner for the inspection period found that each time amicrobiological sample was taken by the Owner in the distribution system or at the pump house, a correspondingchlorine residual was also taken by the Owner. Allof the in-house monitoring and sampling information that theOwner undertakes for the Payette DWS is recorded on a monthly data spreadsheet as well as on the samplesubmission sheet. The information recorded on these monthly spreadsheets includes: dates 8. times of chlorineresiduals at the pump house and in the distribution system, water usage, turbidity, colour, ph, temperature, numberof and location of microbiological samples as well as the operators initials. -

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- Turbidity was being tested at least once every month from each well that is supplying water to the system.

The Owner analyzes for raw water turbidity on each of the three well sources on a weekly basis in conjunction withthe collection of the weekly bacteriological samples for raw water, the pump house and the distribution. The Ownerhas also installed at the Payette pump house one continuous online turbidimeter formeasuring the treated waterturbidity on a daily basis. The Turbidimeter is linked to the Owners SCADA system for monitoring purposes.

- The drinking water system owner submitted written notices to the Director that identi?ed the laboratoriesthat were conducting tests for parameters required by legislation, Order, Drinking Water Works Permit orMunicipal Drinking Water Licence.

o The owner indicated that the required records are kept and will be kept for the required time period.

The Owner stated during the course of this inspection that all records for the Payette DWS are kept inde?nitely.

Wae a set

- Records showed that all water sample results taken during the inspection review period did not exceed thevalues of tables 1, 2 and 3 of the Ontario Drinking Water Quality Standards (0.Reg. 169/03).

Reporting& Corrective Actions

0 Where required continuous monitoring equipment used for the monitoring of chlorine residual andlorturbidity triggered an alarm or an automatic shut-off, a qualified person responded in a timely manner andtook appropriate actions.

The Owner stated that the response time to all alarms during normal business hours and afternormal business hours by the on-call operator is at a maximum 1 hour. The Owner does have awritten procedure for responding to alarms which is kept in their Emergency and Contingency plan. Details of anyafter hours response is also documented in the pump house logbook.

- The Annual Report containing the required information was prepared by February 28th of the followingyean

The ORO for the Town of Penetanguishene stated that both the Summary Report and the Annual Report for thePayette DWS were presented to Town Council in February 2016 for the 2015 operating year.

- Summary Reports for municipal council were completed on time, included the required content, and weredistributed in accordance with the regulatory requirements.

A copy of the Summary Report for the Payette DWS 2015 operating year was provided by the Owner and appearsto include the required content.

- All changes to the system registration infonnation were provided within ten (10) days of the change.

- The owner had evidence that all required noti?cations to all legal owners associated with the DrinkingWater System had been made during the inspection period.

Report Generated for hainesda on 24/11/2016 (dd/mm/yyyy) ~ Page 18 of 21Site #: 220001147PAYE'|'|'E (PENETANGUISHENE) DRINKING WATER SYSTEMDate of Inspection: 14/10/2016 (dd/mm/yyyy)


Ministry of the Environment and Climate ChangeI‘;-,__z;—->0 Inspection Repor

tNON-COMPLIANCEWITH REGULATORY REQUIREMENTS AND ACTIONS REQUIRED

This 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 these itemscan be found in the body of the inspection report. -

Not Applicable’

Report Generated for hainesda on 24/11/2016 (dd/mm/yyyy) Page 19 of 21Site #: 220001147PAYE'|'|'E (PENETANGUISHENE) DRINKING WATER SYSTEMDate of Inspection: 14/10/2016 (ddlmm/yyyy)



by1’:F)Ontario

SUMMARYOF RECOMMENDATIONSAND BEST PRACTICE ISSUES

This section provides a summary of all recommendations and best practice issues identified during the inspectionperiod. Details pertaining to these items can be found in the body of the inspection report. In the interest of '

continuous improvement in the interim, it is recommended that owners and operators develop an awareness of thefollowing issues and consider measures to address them. ‘

Not Applicable

Report Generatedfor hainesda on 24/11/2015 (dd/mmlyyyy)Site #: 220001147PAYETTE(PENETANGUISHENE)DRINKINGWATER SYSTEMDate of inspection: 14/10/2015 (dd/mmlyyyy)

Page 20 of 21

1

irv

1


Pp) Ministry of the Environment and Climate Change. - '

Inspection Report2*’Ontario

SIGNATURES

¢;B—w‘_-— }

‘ture:(ProvincialO‘ffi'cer)’W

Darren Haines

Reviewed& Approvedlléyz7

Craig Seabrook

Review & Approval Date:

Note: This inspection does not in any way suggest that there is or has been compliance with applicable legislation andregulations as they apply or may apply to this facility. it is, and remains, the responsibility ofthe owner and/or operatingauthority to ensure compliance with all applicable legislative and regulatory requirements.

i

Report Generated for hainesda on 24/11/2016 (dd/mmlyyyy) P39921 0‘ 21

Site #1 220001147PAYETTE (PENETANGUISHENE)DRINKING WATER SYSTEM

of Inspection: 14/10/2016 (dd/mm/yyyy)


(\ .} F)

_. Ministry of the Environment

M’ Drinking Water System Inspection Report Appendix D

Inspection Rating Record


Ministry of the Environment - Inspection Summary Rating Record (Reporting Year - 2016-2017)

DWS Name:DWS Number:

DWS Owner:0

Municipal Location:

Regulation:Category:

Type Of Inspection:Inspection Date:

Ministry Office:

PAYEITE (PENETANGUISHENE)DRINKINGWATER SYSTEM220001147Penetanguishene, The Corporation Of The Town OfPenetanguishene v

O.REG 170/03Large Municipal ResidentialSystemDetailedOctober 14, 2016Barrie District

Maximum Question Rating: 629

Non-Compliance Rating

0 / 40

0/ 12

0 / 42

0/ 72

0/ 25

0 / 42

0 / 30

0 / 57

0 / 160

0 / 37

0 / 112

0 / 629

‘.FINAL INSPECTION RATING: 100.00”/o

Inspection Rating Record Generated On 24-NOV-16 (Inspection ID: 1-CLPGE).


Ministry of the Environment - Detailed Inspection Rating Record (Reporting Year - 2016-2017)

DWS Name: PAYETFE(PENEFANGUISHENE)DRINKINGWATER SYSTEMDWS Number: 220001147

DWS Owner: Penetanguishene, The Corporation Of The Town OfMunicipal Location: Penetanguishene

Regulation: 0.REG 170/03Category: Large Municipal Residential System

Type Of Inspection: DetailedInspection Date: October 14, 2016

Ministry Of?ce: Barrie District

Maximum Question Rating: 629

FINAL INSPECTION RATING: 100.00°/o.

Inspection Rating Record Generated On 24-NOV-16 (Inspection ID: 1-CLPGE).


The Corporation of The Town of PenetanguisheneCommittee of the Whole Report

COMMITTEE: Transportation & Environmental Services Section

COMMITTEE CHAIR: Councillor Doug Rawson SUBJECT: Winter Maintenance of the Discovery Harbour Access

Road and Parking Lot

REPORT HIGHLIGHTS The Town was contacted by Huronia Historical Parks to request winter

maintenance services for their access road and parking lot Upon review the Roads Division indicated that they could incorporate this

additional area into their operations at the end of their regular shift. The estimated cost of providing these services is $5,800 (+ HST)

RECOMMENDATIONTHAT the Town enter into an agreement with Huronia Historical Parks to provide winter maintenance operations for the access road and parking area as outlined within this report.

AND THAT the costs associated with the winter maintenance operations be incorporated into the Roads Division Operating Budget

BACKGROUNDIn November the Town was contacted by a representative of Huronia Historical Parks to request assistance with the maintenance of their parking lot between January and March of 2017. The parking lot will be used by visitors of Discovery Harbour as part of a skating trail event that they are going to be constructing on their property for use by the public during the winter season.

The Public Works Director consulted the Roads Supervisor to determine the feasibility of incorporating this additional work into their winter operations.

ANALYSIS The Roads Supervisor and members of the Roads Division went to the parking lot site at Discovery Harbour to determine what equipment and staffing would be required to clear the parking lot during the 2017 winter season. It was determined that the road access and the majority of the parking lot area could be maintained by the Roads Division at the end of each shift after the road network has been sufficiently cleared and sanded. A map depicting the extent of the winter maintenance operations provided at the Discovery Harbour Site has been attached to this report for information.

A site meeting with a representative of Huronia Historical Parks was held to review the scope of winter maintenance operations that could be provided by the Town for their skating trail event.

Winter Maintenance at Discovery Harbour Page 32 of 89


It is estimated that approximately 1 hour of overtime would be required in excess of the regular winter maintenance activities that are completed by the Roads Division in response to a winter snow/ice event. This would include an operator and a rubber tire loader equipped with a plow to complete the plowing and clearing of the snow from the road access and parking lot areas. Once the snow is cleared an operator and sander truck would apply a mixture of sand and salt to the road and parking area to stop the formation of ice and to provide traction for vehicles and pedestrians.

The Roads Division only provides winter maintenance to Town owned properties. If the Town agrees to provide this service to Huronia Historical Parks an agreement will need to be entered into by both parties. This winter maintenance agreement would need to address the insurance and potential liability concerns that are inherent with the provision of these services.

The following options could be selected by council with regard to the winter maintenance request at the Discovery Harbour site:

1. The Town of Penetanguishene would provide the winter maintenance for the Discovery Harbour Driveway access and parking lot. The costs associated with the winter maintenance services would be incorporated into the Roads Division operating budget.

2. The Town of Penetanguishene would provide the winter maintenance for the Discovery Harbour Driveway access and parking lot. The costs associated with the winter maintenance services would be charged to Huronia Historical Parks.

3. The Town of Penetanguishene denies the request to provide winter maintenance services for Huronia Historical Parks – Discovery Harbour Site.

Based on the analysis provided above, it is the recommendation of the Director of Public Works that the Town of Penetanguishene enter into an agreement with Huronia Historical Parks to provide winter maintenance of their access road and parking area as depicted in the attached map.

FINANCIAL IMPLICATIONSIt is estimated that 40 hours of overtime will be required to complete the winter maintenance operations at the Discovery Harbour site during the winter season (January to March). A detailed cost estimate for the completion of this work is provided below:

40 hours x $60/hour (staff overtime wages including benefits) $2,400.00 40 hours x $75/hour (equipment charge out rate) $3,000.00Sand and Salt Material applied to parking lot area and access road(40 tonnes x $10/tonne) $ 400.00

Sub-Total $5,800.00HST (13%) $ 754.00Total $6,554.00



Should Council choose to not charge Huronia Historical Parks for the provision of winter maintenance operations the total cost to the Town is estimated to be $2,800 which could be accommodated within the Roads Division operating budget.

RISK MANAGEMENTThe Town’s insurance would need to be expanded to include coverage for providing winter maintenance operations on property not owned by the municipality. Any agreement entered into with Huronia Historical Parks would need to indemnify the municipality from all claims brought against the owner of lands during the event. Huronia Historical Parks would be required to provide the Town with a Certificate of Insurance naming the Town as an additional insured.

COMMUNICATION & MARKETINGIf approved, the Town would approach the representatives of Huronia Historical Parks and negotiate the terms of an agreement to maintain the parking lot at Discovery Harbour during their event.

RELEVANT BACKGROUND REPORT(S)There are no relevant background reports.

SUSTAINABILITYThe provision of equipment and labour to complete the plowing and sanding of the parking lot during this event will help Huronia Historical Parks keep operating costs down which is in keeping with the Community and Financial Pillars of the Sustainability Plan.

STRATEGIC GOALS & OBJECTIVES The partnership between the Town and Huronia Historical Parks during this event will help to enhance the community as a whole which is in keeping with the Strategic Goals and Objectives.

Prepared by: Bryan Murray, P.Eng, Director of Public Works Reviewed by: Carrie Robillard, CPA, CGA, Director of Finance/Treasurer

Jeff Lees, CPA, CGA, Chief Administrative OfficerCOW Meeting Date: December 21, 2016Council Meeting Date: January 4, 2017

ATTACHMENTS Attachment 1 – Discovery Harbour Parking Lot Plowing and Sanding Maintenance Map

Electronic File Location: S:\Administration\C03 Agendas\L. Reports December 21 2016\T&E\Discovery Harbour Parking Lot and Access Road Winter Maintenance\COW Report Dec 21 - Plowing Discovery Harbour Parking Lot.docx


48

prepared 12/7/2016 by: [email protected]

This map, either in whole or in part, may not be reproduced without the written authority from the Town of Penetanguishene, Copyright © Town of Penetanguishene Land Information Network Cooperative - LINC 2011Produced (in part) under license from: the Ontario Ministry of Natural Resources (Copyright - Queens Printer 2011). ©Teranet Enterprises Inc.and its suppliers all rights reserved, and Members of the Ontario GeospatialData Exchange.THIS IS NOT A PLAN OF SURVEY.

²Path: Q:\SERVER\GIS\Penetang_GIS.mxd

0 10 20 30 405Meters

1:1,480 Winter Maintenance

Snow Storage

Winter Maintenance Area(Plowing & Sanding)


PENETANGUISHENE PUBLIC LIBRARY24 SIMCOE STREETPENETANGUISHENE, ON. L9M 1R6Telephone: 705-549-7164 Fax: 705-549-3932E-MAIL: ccote@penetanguishene.library.on.cawww.penetanguishene.library.on.ca

112/19/2016

Minutes of the Meeting of the PENETANGUISHENE PUBLIC LIBRARY BOARD Monday, October 24th, 2016.

Present: Trish Stack (Board Chair)Dennis Alexander (Board Vice-Chair)Doug Leroux (Council Representative, Chair of Finance)Michel Mayotte (Council Representative, Chair of Facility)Christine Patenaude (Tiny Township Representative)Carolyn MernerAnna CharronCyndy Coté (CEO, Treasurer and Secretary to the Board)

Regrets: Dan Bouffard (Chair of Policy and Planning)

1. The meeting was called to order at 6:33 pm.2. It was moved by Christine Patenaude and seconded by Carolyn Merner that the Agenda

be accepted. Motion carried3. There were no Declarations of Conflict.4. It was moved by Christine Patenaude and seconded by Doug Leroux that the Minutes of

the meeting held September 26th, 2016 be approved with the identified corrections.Motion carried

5. BUSINESS ARISING:a) The Board welcomed the Town’s new CAO, Jeff Lees to the meeting. Jeff gave a brief

introduction and summary of his work history and qualifications. As well, the CAO shared his views on Library Service in general and his hopes that there will be a good and productive relationship between the Library Board and himself. There was a brief discussion which provided information to everyone. The CAO remained at the meeting to participate in the Library’s 10 year Capital Plan discussion with the Board and offered helpful information.

b) The Board reviewed the first draft Library 10 year Capital Plan which the CEO presented. The draft was a collaboration between the Director of Finance and the Library CEO and will be presented to Council. It was moved by Dennis Alexander and seconded by Doug Leroux that the proposed 10 year Capital Plan for the Library by approved as Draft 1 with revisions to follow. It was agreed that the Finance Committee would meet prior to the next Board meeting to revise the Plan and present it to the Board for approval at the November meeting. Motion carried

c) The Board discussed the success of the launch of the Whimsical Woodland children’s literacy area. Everyone was pleased both with the finished product and the reaction from the public. The CEO reported that she had received several emails praising the Library for the new design. She, and all the staff, has received a great deal of positive feedback.

6. JOHN BROWN MEMORIAL LIBRARY BRANCH:

a) The CEO reported that the meeting with the staff at Georgian Village in regards to the

Library Board Minutes Dated - October 24, 2016 Page 36 of 89

mailto:[email protected]

John. Brown Memorial Branch was cancelled due to scheduling conflicts. There was a brief discussion on the current usage and promotion of the library branch at Georgian Village and the CEO will bring these concerns to the Georgian Village staff at their next meeting.

7. TREASURER’S REPORT: a) The Board reviewed the September 2016 Financial Statements. There were no questions. 8. COMMITTEE REPORTS: NONE

9. NEW BUSINESS:

a) The Board reviewed the 2017 Library Board meeting dates and it was moved by Christine Patenaude and seconded by Carolyn Merner that the meeting dates be approved as presented. Motion carried

b) The Board reviewed the 2017 Library Fee Schedule and it was moved by Anna Charron and seconded by Michel Mayotte that the Fee Schedule be approved as presented. Motion carried

10. FOR YOUR INFORMATION 11. CHIEF EXECUTIVE OFFICER’S REPORT:

a) The Board received the Monthly Statistical Comparison documents for September. Christine Patenaude expressed her appreciation for the additional information about the Library programs. The CEO shared with the Board that a similar request had been

made by Carolyn Merner to change the method of reporting of membership usage. The CEO suggested that she could revise the entire document so that it would reflex

more useful information. She will revise the statistical document for use in 2017. b) There were no suggestions for the month of October.

12. OTHER BUSINESS: a) The Board discussed the Volunteer Appreciation lunch, Soup for Super People,

which was held during Public Library Week. The overall impression was that the event was a success and attendance was very good. There were a few suggestions for next year such as giving each attendee a thank you card and small take away gift. As well it was suggested that a formal thank you be delivered at the beginning of the luncheon and that adjustments be made to allow the guests to sample several of the soups provided. The consensus from those who attended was that it was well done.

The Board discussed the success of the 2016 Public Library Week. The participation in the events was quite high and enthusiastic. The Halloween party which is delivered and funded by the Friends of the Library (and their friends) received rave reviews again this year. The staff was extremely impressed with the positive comments they received from Library members. The CEO is transferring those written comments to a document for the Board and to be placed on the Library Website.Councillor Mayotte spoke on the amazing work done by the Friends of the Library. Specifically, he expanded on the hours of planning and preparation that goes into the decorating of the Library for Halloween and the months of work that goes into the delivery of the children’s Halloween Party. He praised the Chair of the Friends, Pat Musketa, for all her hard work and dedication and suggested that the


Board should send her flowers to show their appreciation. All agreed. b) The CEO informed the Board that the Library had been successful in obtaining the

2016/17 Capacity Building Grant once again. The Grant is in the amount of $2,500.00. The CEO would like to see the money put toward video equipment so that the staff can start populating the website with current, promotional Library information videos. The Board agreed this was a good idea.

13. CORRESPONDANCE:

a) The Board Chair read the two thank you notes that the Board received for memorial donations.b) The Board Chair and the CEO relayed to the Board, the results of the meeting they had with Councillor Rawson early that morning. The overall feeling was that the meeting was successful and the end result was positive for both parties.

14. ADJOURNMENT: There being no further business, Dennis Alexander asked that the meeting be adjourned at 7:42 pm

NEXT MEETING: November 28th, 2016 at 6:30 pm.


8 Owen Street, Penetanguishene, ON L9M 1M8

PH: 705-549-8981 Fax: 705-549-6625

e-mail: [email protected] www.penetanguishenecurlingclub.com

MINUTES

Penetanguishene Curling Club Board Meeting

November 3, 2016

at the

Penetanguishene Curling Club

Present: Rob Huson, Charlene Lowes, Sue Westwood, Pierre Dubois, Jim Hutchinson, Jim

Fraser, Chris Vipond

Absent: Keith Press, Doug Leroux, Keith Robillard

Guests: Richard Leblanc

1. Call to Order by Rob Huson at 7:00 p.m.

2. Approval of minutes of previous meeting

MOTON: To approve of the minutes of October 5, 2016

Moved by: Chris

Seconded by: Jim H

Carried.

3. Business arising from the Minutes

Beer for a Year – Jim Fraser suggested replacing the ceiling tiles in the

lounge. He will get two quotes.

Repairs to deck – Rob will shroud the supports. Chiller – The Town will put in

tech posts but are not concerned about safety.

Shed – Empties are disappearing from the shed. Rob is suggesting that we

put shelves in to take the bottles off the floor. Thieves cannot get at the

empties then. Chris will help

Lease with Town of Penetanguishene - - Dave Brunelle found information

regarding the construction of the curling club building at the Simcoe County

Archives. The Club and the Town attempted to reach an agreement

regarding the building. The original agreement proposal suggested the Club

Curling Club Minutes Dated - November 3, 2016 Page 39 of 89

mailto:[email protected]

http://www.penetanguishenecurlingclub.com/

turn the building over to the Town for the summer months. That agreement

was never passed by the Town. After the second reading, an election ensued

and the Council changed. It is the opinion of Peter Chin that the club still

owns the building. This we do not want. We need to reach an agreement

with the Town in which we are free to run the club. Rob suggested that we

negotiate a new agreement with the Town that is as close to status quo for

the past 40 years. There has never been more than one agreement. Rob

spoke to Gerry and Jeff Lees today. They are agreed that we need to move

forward in negotiations. Rob will be our representative and will seek advice

from Peter Chin.

MOTION: That Rob act on behalf of the club for the initial negotiations

with the Town.

Moved by: Rob

Seconded by: Jim H

Carried.

Addition of eaves trough - Richard will check and see if it has been done.

Grant Applications – Charlene will talk to Don Morton.

Price structure for lounge and ice rentals – The Tuesday League pays

$2,500. We cannot raise the price this year. Jim will inform Sherri that we

will be raising the price to $2,750 next year and to $3,000 the following

year.

MOTION: That we raise the rent for the Major League by 10% next year

and the same the following year.

Moved by Rob

Seconded by Charlene

Carried.

Ice Rental is $50 per sheet. We need to find a way to make money on our

spiels.

Information from Town regarding security cameras – No report

Repair of roof – The Town was here today. They found damage due to

screws that are leaking. Water is accumulating on the roof. The front

damage looked like an ice chipper. The Club has never chipped ice on the

roof.

Bottom steps up to deck repairs – To be repaired

Possibility of day camp next summer – we will need to agree to this.

MOTION: That we allow day camp next summer.

Moved by: Rob

Seconded by: Jim H

Carried.

There need to be rules for the day camp use. They should not be allowed

use the upstairs bathrooms. We could put some portable toilets on the ice

surface. There needs to be more supervision.


Opening Spiel – It was not fully subscribed. Sue did a great job – thank you

very much. Everyone had a great time. Revenue from the bar was about

$1,100.

Skins for Thursday Night League timing – It is on April 8th, 2017.

A/C vents – Jim H did them.

Repair of blinds – Richard hasn’t been able to connect with Jamie.

Installation of hook to keep kitchen door open. Chris is doing it tonight.

Registration numbers – 114 so far but all haven’t paid.

4. Treasurer’s Report – Jim H

Revenue

Bar Operations - $4,265. 96

Lounge Rentals - $1,127.30

Locker rentals - $708.03

Membership Fees - $14,639.56

Advertising $1,400.00

Total Revenue - $22,351.22

Expense

Bar - $2,019.31

Pro Shop - $991.55Repairs Ice Plant - $3,845.20

Repairs & Maintenance - $2,351.11

Electric - $3,870.40

Water $719.37

License Fees - $450.00

Total Expense - $19,822.13

Net Income - $2,529.09

5. Health & Safety – Everything is up to date.

6. Hall Rentals – Celebration of life this weekend. Someone needs to change the float on

Saturday morning. Jim will change them.

Elementary Schools are starting.

Anniversary party 12th. It is Lalonde’s

The 19th is still open.

20th Keith Press family – no bar.

7. Maintenance – Chris will put the handle on tonight. He will find a way to attach so it

can be left open. The door needs to be adjusted so it shuts by itself.

8. Ice – Jim is wondering if Kyle gets free membership. Is this available to Kyle, his wife

and daughter? The answer is yes.


9. Bar / Bartending – Mary Laballister is bartending on Friday. We are having a fruit fly

issue.

10. Leagues, Little Rocks & Tournaments - Sue will ask league convenors to advertise

bonspiels. Little Rocks and Juniors are down a little in numbers due to hockey

practice on Mondays. Sue is suggesting that we could purchase a Rocks and Rings kit

and introduce it in the local schools. It could not be called Rocks and Rings.

11. OCA

12. New Business

Richard says that bartenders get $40 per night plus tips. They should be getting $10 per

hour.

MOTION: That we pay bartenders $10 per hour.

Moved by: Rob

Seconded by: Charlene

Carried.

13. Next Meeting – December 7th

14. Motion to adjourn

Moved by Rob at 8:40 p.m.



COMMITTEE: Recreation and Community Services

COMMITTEE CHAIR: Councillor Doug Leroux SUBJECT: Agreement with St. Ann’s for Outdoor Rink

REPORT HIGHLIGHTS The Town had a written agreement in place with St. Ann’s Church for the use of

their lands for the purpose of a temporary outdoor rink. The agreement was repealed in 2012. The Town has been operating a temporary outdoor rink on the site without a

written agreement in place. A new draft agreement is presented to Committee for consideration.

RECOMMENDATIONTHAT the Terms and Conditions of the Agreement between the Corporation of the Town of Penetanguishene and St. Ann’s Episcopal Church for the use of church landsas a temporary outdoor rink be approved as per Option D;

AND THAT the Clerk be directed to bring forward the necessary By-law for Council approval.

AND FURTHER THAT staff be directed to explore the feasibility and need for a new capital project of developing a permanent outdoor rink on Town owned property.

BACKGROUNDThe Town of Penetanguishene historically had an agreement (by-law 1996-83) with St. Ann’s Church permitting the use of their land on the corner of Owen Street and Poyntz Street for the purpose of an outdoor rink. The rink was maintained by the Town in collaboration with service groups and volunteers. Similarly, there was an agreement in place (by-law 1999-65) permitting the use of the same property as a skateboard park. A motion and by-law (2012-70) was later passed to repeal both by-laws.

The Director of Recreation and Community Services at the time, reported that an incident occurred involving a Town employee while cutting the grass on said property. Neither signed agreement encompassed a verbal agreement between both parties that the Town would provide summer maintenance of the land. The Town no longer provides summer maintenance to St. Ann’s property. The Town’s insurer also recommended that the rink not be maintained by untrained volunteers.

During the winter of 2015/2016, the Lion’s Club had set out to prepare and maintain an outdoor rink at the location however the weather prevented it from occurring. The Lion’s

St. Ann's Draft Agreement - Outdoor Ice Rink Page 43 of 89


Club is again willing to prepare and maintain an outdoor rink on St. Ann’s property in collaboration with the Town. .

A preliminary meeting was held November 28th with Jeff Lees, Sherry Desjardins, Father Sylvio and Sandra, a volunteer from St. Ann’s Church, to discuss the Town’s desire in establishing a new agreement to formalize the Town’s use of the church’s land for the purpose of an outdoor community rink. Father Sylvio expressed his support of the rink and the opportunities that it affords the community for exercise and outdoor activity. Father Sylvio also requested that the agreement provide for a period of restricted use by the church.

Currently the Town is paying approximately $30.00-35.00/month to maintain power at this location during the off season. In 2015 while the outdoor rink was operational, the average cost was $180.34 per month. Currently a temporary Town owned shed exists on the St. Ann’s property that houses an electrical panel to power the lighting, the water spout for flooding the ice as well as ice maintenance equipment. The shed is in need of some repairs, insulation to prevent freezing of the hoses and aesthetic upgrades as per the request of the church.

ANALYSIS

OPTION A – Enter into an Agreement with St. Ann’s Episcopal Church to utilize their property for the purposes of an outdoor rink.

In this option, staff would proceed with the agreement presented to Committee of the Whole to enter into a contractual agreement with St. Ann’s for the continued use of their property as an outdoor rink. Option A provides a temporary, immediate and cost effective means of offering this service to residents. Staff does not recommend this option as it serves solely as a temporary solution to offering this service.

OPTION B – Staff explore an alternate site for the creation of a temporary outdoor rink

In this option, staff would be directed to investigate opportunities in other locations, either on private or Town owned land, for the development of a temporary outdoor rink. This option is not recommended as the time required to explore alternate locations would likely delay or prevent the creation of a temporary outdoor rink for this upcoming season.

OPTION C – Staff explore an alternate site for the creation of a permanent outdoor rink

In this option, staff would be directed to explore a new capital project and investigate opportunities in other locations on Town owned land for the development of a



permanent outdoor rink. This option is not recommended by staff as it would significantly delay the availability of this service to the residents of Penetanguishene.

OPTION D – Enter into an Agreement with St. Ann’s Episcopal Church and explore options for the creation of a permanent outdoor rink

In this option, staff would be directed to proceed with the agreement presented to Committee of the Whole to engage in a contractual agreement with St. Ann’s for the continued use of their property as an outdoor rink. In addition, staff would proceed with exploring the feasibility and need for a new capital project of developing a permanent outdoor rink on Town owned property. Staff recommends Option D as it provides a temporary, immediate and cost effective means of offering this service to residents as well as investigating a permanent facility to meet the long term needs of the community.

FINANCIAL IMPLICATIONS

OPTION AThe Town will continue to incur an average cost of $30.00-$35.00/month for hydro during the off season and $180.34/month during operations for a five year period. Repairs to the onsite shed would cost approximately $500. These costs can be covered within Recreation & Community Services 2017 operating budget.

OPTION BThe financial implications for this option are unknown and dependent on the availability and conditions of alternate locations.

OPTION CThis option involves significant financial implications with the potential creation of a new capital project and additional staffing to maintain and service a new asset.

OPTION DThe Town will continue to incur an average cost of $30.00-$35.00/month for hydro during the off season and $180.34/month during operations. Repairs to the onsite shed would cost approximately $500. This option also involves significant financial implications with the potential creation of a new capital project and additional staffing to maintain and service a new asset.

RISK MANAGEMENTBoth parties will provide a certificate of insurance identifying the other as an additional insured on their policy.

Should the Town and St. Ann’s come to an agreement on the creation of an outdoor rink, the Town will post signage stating that the outdoor rink is not supervised and individuals use it at their own risk.



COMMUNICATION & MARKETINGThe dedicated skating times will be posted at the location and on the Town’s website. The availability of the temporary facility will be shared through social media.

RELEVANT BACKGROUND REPORT(S)St. Ann's Agreement Outdoor Rink & Skateboard Park September 2012 (Staff Report)

SUSTAINABILITYCommunity Well-Being Pillar C1: Promote Wellness of mind, body and soul.C3: Protect and enhance a network of active living activities for all ages and abilities.C5: Retain and build diverse social networks.

Economic Prosperity PillarE3: Strengthen tourism and recreation development in a low-impact manner.

STRATEGIC GOALS & OBJECTIVES To manage, maintain and provide quality and accessible recreational facilities, parks and open spaces for the enjoyment of the residents and visitors of the Town of Penetanguishene.

Support the efforts of the Simcoe County Coalition of Child, Youth and Family Services Charter to ensure all children and youth enjoy life-long good health and well-being.

It is a strategic goal and objective to be fiscally responsible and to obtain cost effective goods and services.

Prepared by: Sherry Desjardins, Director of Recreation and Community Services

Reviewed by: Carrie Robillard, CPA, CGA, Director of Finance/TreasurerJeff Lees, CPA, CGA, Chief Administrative Officer

COW Meeting Date: December 21, 2016Council Meeting Date: January 11, 2017

ATTACHMENTS Attachment 1 – Proposed Draft Agreement with St. Ann’s Attachment 2 – Outdoor Rink Agreement By-law 1996-83Attachment 3 – Repeal of Outdoor Rink Agreement By-law 2012-70

Electronic File Location: S:\Administration\C03 Agendas\L. Reports December 21 2016\RCS\St. Ann's agreement outdoor rink.docx


https://penetanguishene.civicweb.net/filepro/documents/142410?preview=234650

SCHEDULE “A” OF BY-LAW 2017-XX

Being a By-law to Authorize the Execution of an Agreement Between The Corporation of

The Town of Penetanguishene and St. Ann’s Episcopal Church for the provision of an outdoor rink for the period

December 1st, 2016, to April 30th, 2021

CONTRACT

AGREEMENT made this ___ day of_______, 2017

BETWEEN

THE CORPORATION OF THE TOWN OF PENETANGUISHENE (hereinafter referred to as “the Town”)

AND

ST. ANN’S EPISCOPAL CHURCH

(hereinafter referred to as “St. Ann’s”) RECITAL OF FACTS WHEREAS St. Ann’s Episcopal Church owns property on Poyntz Street at the corner of Owen and Poyntz Street legally described as Part Lot 14, Lots 15 and 16, Registered Plan 9, adjacent to the Knights of Columbus Hall to be referred to as “the Lands”. AND FURTHER that the Town of Penetanguishene is desirous in establishing a temporary Outdoor Skating Rink for the use of the general public and maintained by volunteers. AND FURTHER that “the season” is defined as the period of time in which the weather permits the creation and maintenance of a favourable ice surface. IT IS THEREFORE desirous that the Town of Penetanguishene enter into an agreement with St. Ann’s Episcopal Church to allow the development of the above-mentioned outdoor rink. NOW THEREFORE the Parties agree as follows: 1. Maintenance Under the direction of the Facilities Manager, volunteers will organize and maintain the outdoor rink. These should come from service clubs, volunteer organizations and individuals who volunteer their services. Maintenance includes the regular removal of any garbage left on the Lands. Regular inspections of the rink will be taken and documented including maintenance done or needed to be done. Inspections are to be carried out by the Town. 2. Set Up and Take Down That the Town be permitted to prepare the Lands two weeks prior to the anticipated start of


the season and that removal of all take down of any and all equipment be removed within two weeks of the end of the season. 3. Signage

Signs must be posted indicating that the outdoor rink does not have supervision and that people use it at their own risk. Signs will be posted and paid for by the Town.

4. Ownership and Delegation of Ice Time A schedule is to be worked out and posted indicating Hockey time, Public Skating times and ages of participants. This will be on an honour system. Ice time remains the property and delegation of the Town at all times. 5. Shed

The Town agrees that any storage shed owned by the Town and located on the Lands for the purpose of storing maintenance equipment or providing skaters a place to put on their skates, will be maintained to a standard that is acceptable to St. Ann’s. Prior to replacing or adding any sheds or receptacles of any nature to the Lands, the Town will obtain approval from St. Ann’s.

6. Food Sales

There will be no food sold or vendors permitted on the Lands during the operations of the outdoor rink.

7. Finance

That financing of this project and maintenance of equipment (ie. hoses, nozzle, scrappers) will come from service clubs, volunteer organizations, private donations and from the Town.

8. Damages

The Town agrees to repair all damages to the grounds belonging to St. Ann’s caused directly by the use or maintenance of the Lands as an outdoor rink. The said damages are to be repaired to the full satisfaction of St. Ann’s normal wear and tear excepted. Photos of the Lands shall be taken by the Town prior to the commencement of each season and signed by both the Town and St. Ann’s.

9. Insurance

Each party agrees to maintain General Liability insurance for a limit of not less than $2,000,000 inclusive per occurrence with each party to this agreement being added as an additional insured. Coverage shall include but not limited to bodily injury, property damage, contractual liability, premises liability and shall contain a cross liability severability of insured clause. Volunteers shall be considered an insured. Each policy shall be endorsed to provide each party with not less than 30 Days’ written notice of cancellation. Each party agrees to provide the other with a Certificate of Insurance and said Certificates of Insurance shall be filed with the Town and St. Ann’s prior to the execution of this Agreement. It is expected by each party that the Certificate of Insurance will provide confirmation that all insurance requirements as stated under Section 9. Insurance have been met.


10. Indemnification

Each of the parties hereto, further agrees to fully indemnify and hold harmless the other and their respective agents, servants and employees from any and all manner of actions, cause of actions, proceedings, claims, demands, penalties, fines and costs, including, without limitation, all legal costs and disbursements, that might be incurred, which any other party hereto has suffered or which may hereafter be sustained or incurred by reason of, or in any way arising out of any such damage, loss or injury, including death, to any property or person, as a result of its fault or negligence or its failure to comply with the provisions of this Agreement.

11. Term

This Agreement shall be in effect commencing retroactive to the 1st day of December, 2016 and terminating the 30th day of April, 2021.

12. Termination of Contract Should either party wish to terminate the contract in whole or in part, 60 days notification in writing shall be given. IN WITNESS WHEREOF the said parties have by their proper officers hereunto set their hands and seals. DATED this ____ day of ___________2017 SIGNED, SEALED AND DELIVERED ) The Corporation of the In the presence of ) Town of Penetanguishene ) ) per: _______________________________ ) GERRY MARSHALL, MAYOR ) ) per: _______________________________ ) STACEY COOPER, CLERK ) )

St. Ann’s Episcopal Church ) ) _______________________________ ) I have the authority to bind the Association ) )


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THE CORPORATION OF THE TOWN OF PENETANGUISHENE

BY-LAW NUMBER 2012-70

Being a By-law to Repeal By-law 1996-83 Being a By-law to Authorize the

Entering into an Agreement with St. Ann’s Episcopal Church for the Provision of an Outdoor Skating Rink and

By-law 1999-65 Being a By-law to Enter into an Agreement with St. Ann’s Episcopal Church (Skateboard Park)

WHEREAS pursuant to section 9 of the Municipal Act, 2001 S.O. 2001, chapter 25 a municipality has the capacity, rights, powers and privileges of a natural person for the purpose of exercising its authority under this or any other Act; AND WHEREAS pursuant to section 8. (1) of the Municipal Act, 2001 S.O. 2001, chapter 25 the powers of a municipality under this or any other Act shall be interpreted broadly so as to confer broad authority on the municipality to enable the municipality to govern its affairs as it considers appropriate to enhance the municipality’s ability to respond to municipal issues; AND WHEREAS By-law 1996-83 Being a By-law to Authorize the Entering into an Agreement with St. Ann’s Episcopal Church for the Provision of an Outdoor Skating Rink expired in 1997, yet notice was not provided to the Property Owner at the time of expiration; AND WHEREAS By-law 1999-65 being a By-law to Enter into an Agreement with St. Ann’s Episcopal Church (Skateboard Park) expired in 2001, yet notice was not provided to the Property Owner at the time of expiration;

AND WHEREAS the Town has determined that they no longer wish to utilize said property for the purposes outlined in Bylaws 1996-83 (Outdoor Skating Rink) and 1999-65 (Skateboard Park); NOW THEREFORE be it enacted and it is hereby enacted by the Council of The Town of Penetanguishene as follows:

1. That By-law 1996-83 Being a By-law to Authorize the Entering into an

Agreement with St. Ann’s Episcopal Church for the Provision of an Outdoor Skating Rink is hereby repealed in its entirety.


2. That By-law 1999-65 Being a By-law to Enter into an Agreement with St. Ann’s Episcopal Church (Skateboard Park) is hereby repealed in its entirety.

3. That in accordance with the terms of the agreements under By-law 1996-

83 and By-law 1999-65, notice of the termination of said agreements is hereby given to St. Ann’s Episcopal Church.

BY-LAW read a first, second and third time and finally passed by Council on the 24th day of October, 2012. ________________________________ MAYOR Gerry Marshall ________________________________ CLERK Holly Bryce


The Corporation of The Town of PenetanguisheneCommittee of the Whole

COMMITTEE: Planning and Development Services

COMMITTEE CHAIR: Councillor Debbie Levy SUBJECT: Zoning By-law Amendment Z.A. 2/2016

112 Robert Street WestStaff Report PD-2016-77

REPORT HIGHLIGHTS The Town received an application for a Zoning By-law Amendment (Z.A. 2/2016)

for the property at 112 Robert Street West on October 24, 2016; The request is to add new uses to the property and to amend existing land use

permissions; The purpose of this report is to seek approval from Council to declare the

application Complete as required by the Planning Act and give direction to staff to give Notice of a Complete Application and Public Meeting.

RECOMMENDATION

THAT the Zoning By-law Amendment Application Z.A. 2/2016 respecting 112 Robert Street West as being deemed a Complete Application.

AND THAT Notice of a Complete Application and Public Meeting under the Planning Act be provided in accordance with the regulations issued pursuant to the Planning Act.

INTRODUCTIONThe Town received an application for a Zoning By-law Amendment, File No. Z.A. 2/2016 regarding 112 Robert Street West (Attachment #1) on October 24, 2016 submitted by Kelly Littlejohn. At the August 31, 2016 meeting of Council a recommendation to waive the associated application fee ($1,500) for a Zoning By-law Amendment was approved.

The purpose of the application is to expand the permitted uses in the Commercial Neighbourhood (CN-4) Zone to permit the following new uses or revisions to current uses:

Restaurant (new use); Business or Professional Office (amended use); Personal Service Shop (amended use); A Local Retail Store larger than 1,200 square feet (amended use); Indoor Storage (new Accessory Use).

BACKGROUNDThe property at 112 Robert Street West is currently zoned Commercial Neighbourhood Exception Zone “CN-4” which permits the following:

The existing main building located on Part 1, Plan 51R-24501 comprising a floor area of approximately 3,000 sq. ft. and zoned “CN-4” may be used as a

PD-16-77 RE Zoning By-law Amendment Z.A. 2/2016 - 112 Robert... Page 55 of 89


Personal Service Shop as defined in this by-law, provided that the existing floor area shall not be permitted to be increased.

The existing main building located on Part 2, Plan 51R-24501 comprising a floor area of approximately 400 sq. ft. and zoned “CN-4” may only be used as a Personal Service Shop as defined in this by-law, or a Business or Professional Office as defined in this by-law for clients who seek advice or consultation only but not treatment, provided that the existing floor area shall not be permitted to be increased.

ProposalThe purpose of the application is to expand the permitted uses to include the following

Restaurant (new use); Business or Professional Office (amended use); Personal Service Shop (amended use); A Local Retail Store larger than 1,200 square feet (amended use); Indoor Storage (new Accessory Use).

Technical Review CommitteeThe application was reviewed at the November 15, 2016 meeting of the Technical Review Committee and no comments or concerns were identified.

Site and Surrounding AreaThe property is legally described as Part Lot 16 and Part Lot 17 on Registered Plan 401 in the Town of Penetanguishene, municipally known as 112 Robert Street West. The property is located on the south side of Robert Street and has a frontage of 35 metres, a depth of 45 metres and a Lot Area of 1,556 square metres. It should be noted that the property is a corner property at the intersection of Robert Street West and Dupuis Drive. Robert Street West is an Arterial Road in the Town’s Official Plan, whereas, Dupuis Drive is narrow “lane”. Currently located in one of the main buildings is a retail store “Bayview Liquidation” which occupies the maximum 1,200 square foot floor area permitted under the Town’s Zoning By-law. The second main building used for storage associated with the retail store.

112 Robert Street West – looking south westImage courtesy of Google Street View



The surrounding land uses include:

North: Vacant Town owned lands East: ResidentialSouth: Residential West: Residential

Provincial Policy Statement and Provincial Plan Section 3 of the Planning Act states that all planning applications must be consistent with the Provincial Policy Statement (PPS). The PPS contains a number of policies which encourage development to occur in settlement areas in order to minimize land consumption. Section 1.1.3.2 requires that land use patterns be based on densities and a mix of land uses which efficiently use land and resources.

Section 14(1) of the Places to Grow Act, 2005 requires that all decisions under the Planning Act shall conform to the Growth Plan for the Greater Golden Horseshoe (GGH) area. Generally, the Growth Plan directs growth to built-up areas and promotes the creation of a more compact, mixed-use and complete communities.

County of Simcoe Official PlanThe Town of Penetanguishene is designated a “Settlement Area” in the Simcoe County’s Official Plan (SCOP). The SCOP generally directs development to settlement areas where more compact development on full services is encouraged.

Official PlanThe property is designated “Neighbourhood Residential” in the Town of Penetanguishene’s Official Plan (OP). The land use policies of the designation are to further the development of healthy, safe, efficient and attractive patterns of land use. The Town recently amended the Official Plan (OPA No. 28) with respect to the policies respecting Neighbourhood Commercial uses under Subsection 3.1.3. The following are the land uses policies of the property with respect to Neighbourhood Commercial land uses:

3.1.3 Neighbourhood CommercialSubject to an amendment to the zoning by-law, convenience commercial land uses will be permitted provided these are in the nature of neighbourhood retail stores for the convenience of the nearby residents and provided:

3.1.3.1 They are located on arterial or collector roads and do not interfere with the amenity of the residential area.

Zoning By-law 2000-02, as amendedThe property is zoned Commercial Neighbourhood Exception Zone “CN-4”. The following permitted uses and regulations apply to the subject property:

6.2.4.4.1 The existing main building located on Part 1, Plan 51R-24501 comprising a floor area of approximately 3,000 sq. ft. and zoned “CN-4” may be used as a Personal Service Shop as defined in this by-law, provided that the existing floor area shall not be permitted to be increased.



6.2.4.4.2 The existing main building located on Part 2, Plan 51R-24501 comprising a floor area of approximately 400 sq. ft. and zoned “CN-4” may only be used as a Personal Service Shop as defined in this by-law, or a Business or Professional Office as defined in this by-law for clients who seek advice or consultation only but not treatment, provided that the existing floor area shall not be permitted to be increased.

ANALYSISStaff are recommending that the application be considered complete for the purposes of undertaking the legislated public consultation under the Planning Act. The purpose of this report is to seek direction from Committee of the Whole on the scheduling of a Public Meeting under the Planning Act to seek comments from the public on the proposed rezoning.

BUDGETARY IMPLICATIONSThere are no budget implications as a result of this report.

RISK MANAGEMENTNot applicable.

COMMUNICATION & MARKETINGNotice of a Complete Application and Public Meeting will be provided to the required agencies and adjacent land owners. A Notice Sign is required to be posted on the property in compliance with the Town’s Notice Sign Policy.

RELEVANT BACKGROUND REPORT(S)Staff Report PD-2016-12

SUSTAINABILITYEfficient and mixed use of land and increased optimization of municipal services contributes towards a more sustainable community.

STRATEGIC GOALS & OBJECTIVESIt is a strategic goal of the Town to promote and encourage urban development on full municipal services (i.e. water and sanitary sewers) in accordance with the applicable legislative and regulatory requirements. The Zoning By-law is a land use mechanism under the Planning Act and any amendments to it must conform to the Town’s Official Plan as well as the Provincial and County land use policy framework.

Prepared by: A. Betty, Director of Planning and Community DevelopmentReviewed by: Carrie Robillard, CPA, CGA, Director of Finance/Treasurer


Attachments#1 Location Map


https://penetanguishene.civicweb.net/FileStorage/350840A323244044975A2B12EFE87F3B-Staff%20Report%20PD-2016-62%20RE%20112%20Robert%20Street%20West%20.pdf


Electronic File Location: S:\Administration\C03 Agendas\L. Reports December 21 2016\P&D\ZA 2 2016 - 112 Robert Street West\Staff Report PD-2016-77 -ZA 2 2016 for 112 Robert Street Complete Application.docx\





COMMITTEE: Planning and Development Services

COMMITTEE CHAIR: Councillor Debbie Levy SUBJECT: Zoning By-law Amendment Application Z.A. 6/2016

16 Byrnes CrescentStaff Report PD-16-85

REPORT HIGHLIGHTS The Town received an application for a Zoning By-law Amendment on November

29, 2016 submitted by Kevin Seeley, Agent on behalf of the Owner, Hayward Properties Ltd. for the property at 16 Byrnes Crescent;

The application requests permission to reduce the minimum Frontage required for a Single Detached Dwelling from 15 metres to 9.5 metres and to remove the regulation that only one (1) Single Detached Dwelling is permitted on the property;

The effect of the application would be to permit the Committee of Adjustment to consider a Consent to Sever application which would sever the property into two (2) parcels to be developed for Single Detached Dwellings;

The purpose of this report is to seek Council approval to declare the application complete and to direct staff to issue a Notice of Complete Application and Public Meeting in accordance with the regulations pursuant to the Planning Act.

RECOMMENDATION

THAT the Zoning By-law Amendment Application Z.A. 6/2016 respecting 16 Byrnes Crescent as being deemed a Complete Application.

AND THAT Notice of a Complete Application and Public Meeting under the Planning Act be provided in accordance with the regulations issued pursuant to the Planning Act.

INTRODUCTIONThe Town received an application for a Zoning By-law Amendment on November 29, 2016 submitted by Kevin Seeley, Agent on behalf of the Owner, Hayward Properties Ltd., for the property municipally known as 16 Byrnes Crescent (see Attachment #1).

The purpose of the application is to permit the development of two (2) single detached dwellings on the subject property with a reduction in the minimum Frontage required from 15 metres to 9.5 (see Attachment #2).

BACKGROUNDThe property subject to the rezoning was part of a development proposal in 2013 whereby four (4) new residential lots were severed onto Byrnes Crescent. As a condition of approval of consent, the owner was required to rezone the lands from the

PD-16-84 RE Zoning By-law Amendment Z.A. 6/2016 - 16 Byrnes ... Page 61 of 89


Deferred Development “D” Zone to an appropriate residential zone. This was completed through passage of By-law 2013-69.

Submitted concurrently with the Zoning By-law Amendment application is an application for Consent to Sever. This will be heard by the Committee of Adjustment on January 23, 2017.

ProposalThe purpose of the application is to amend the Zoning By-law, specifically the site specific exception R3-12, to reduce the minimum required lot Frontage from 15 metres to 9.5 metres. This would enable the Committee of Adjustment to consider a consent application to sever the parcel and develop the property for two (2) Single Detached dwellings.

Technical Review CommitteeThe application was circulated to the members of Technical Review Committee on December 5, 2016 and no comments or concerns were identified.

Site and Surrounding AreaThe property is legally described as Part of Lot 135, East side of Church Street, Registered Plan 70 and more particularly described as Part 1 on Reference Plan 51R-38373.

The property is rectangular in shape having a Frontage of 19 metres on Byrnes Crescent and a Lot Area of 2,411.6 square metres. The property is currently vacant of any buildings or structures and is tree covered.

The surrounding land uses include:

North: Residential East: ResidentialSouth: Residential West: Residential

Provincial Policy Statement and Provincial Plan Section 3 of the Planning Act states that all planning applications must be consistent with the Provincial Policy Statement (PPS). The PPS contains a number of policies which encourage development to occur in settlement areas in order to minimize land consumption. Section 1.1.3.2 requires that land use patterns be based on densities and a mix of land uses which efficiently use land and resources.

Section 14(1) of the Places to Grow Act, 2005 requires that all decisions under the Planning Act shall conform to the Growth Plan for the Greater Golden Horseshoe (GGH) area. Generally, the Growth Plan directs growth to built-up areas and promotes the creation of a more compact, mixed-use and complete communities.



County of Simcoe Official PlanThe Town of Penetanguishene is designated a “Settlement Area” in the Simcoe County Official Plan (SCOP). The SCOP generally directs development to settlement areas where more compact development on full services is encouraged.

Official PlanThe property is designated “Neighbourhood Residential” in the Town of Penetanguishene’s Official Plan (OP). The land use policies of the designation are to further the development of healthy, safe, efficient and attractive patterns of land use. The permitted uses of the designation include a full range and density of housing options along with limited home occupations and professional uses, associated institutional uses and accessory retail uses.

Zoning By-law 2000-02, as amendedThe property at 16 Byrnes Crescent is currently zoned Residential Third Density Exception zone with a Holding “H” Symbol “R2-12-H” which permits the following:

5.3.12.12 Notwithstanding the minimum lot frontages required by Subsection 5.3, and the Residential Uses permitted by Subsection 5.3.1(a) of this By-law, the lands zoned “R3-12” on Schedule “A” to this By-law composed of Part of Lot 135, East side of Church Street, Registered Plan 70, more particularly described as Part 1 of Reference Plan 51R-28373, shall only be used for one (1) single detached dwelling or a single detached dwelling with an accessory dwelling unit in accordance with the provisions of Subsection 5.3.8.

ANALYSIS Staff are recommending that the application be considered complete for the purposes of undertaking the legislated public consultation under the Planning Act. The purpose of this report is to seek direction from Committee of the Whole on the scheduling of a Public Meeting under the Planning Act to seek comments from the public on the proposed rezoning.

BUDGETARY IMPLICATIONSThere are no budget implications as a result of this report.

RISK MANAGEMENTNot applicable.

COMMUNICATION & MARKETINGNotice of a Complete Application and Public Meeting will be provided to the required agencies and adjacent land owners. A Notice Sign is required to be posted on the property in compliance with the Town’s Notice Sign Policy.

RELEVANT BACKGROUND REPORT(S)None.



SUSTAINABILITYA range of housing alternatives is part of the Community Pillar of the Sustainability Plan.

STRATEGIC GOALS & OBJECTIVES It is a strategic goal of the Town to meets its legislative and regulatory requirements. The Zoning By-law is a land use mechanism under the Planning Act and must conform to the Town’s Official Plan as well as Provincial and County land use legislation.



ATTACHMENTS Attachment #1 – Location MapAttachment #2 – Survey Sketch

Electronic File Location: S:\Planning Department\D14 - Zoning\ZBA\2016\ZA 6 2016 - 14 Byrnes Crescent\PD-16-84 RE ZA 6 2016 for 14 Byrnes Crescent\PD-16-84 RE ZA 6 2016 for 14 Byrnes Crescent.docx







SECTION: Planning and Community Development

COMMITTEE CHAIR: Councillor Debbie Levy SUBJECT: Application for Site Plan Amendment

39 Burke Street – Burkevale Protestant Separate School BoardStaff Report PD-2016-81

REPORT HIGHLIGHTS The Town received an application for Site Plan approval for the property at 39

Burke Street, the Burkevale Protestant Separate School, on November 1, 2016; The application requests Site Plan approval to permit renovations to the existing

school including the demolition of a “porto-pak” of four portables which will be replaced by an addition of four new classrooms, internal renovations, upgrades to the staff parking area and minor amendments to the bus loading and parent drop off areas;

The application includes the engineering design for the proposed works which has been reviewed by Town staff who are recommending approval of the Site Plan.

RECOMMENDATION

THAT an Amendment to Site Plan approval be granted for the property at 39 Burke Street (Burkevale Protestant Separate School) subject to final approval of the engineering design.

INTRODUCTIONThe Town received an application for an Amendment to the Site Plan Approval for the property at 39 Buke Street (see Attachment #1 – Location Map) on November 1, 2016 submitted by John Jeffery, on behalf of the owner, The Penetanguishene Protestant Separate School Board. Of note, the School Board was successful in obtaining $3.5 million dollars in funding from the Provincial government for the proposed renovations.

The application seeks approval to construct a four (4) classroom addition to the existing school which will replace the “porto-pak”, located at the north side of the existing building. The proposed amended site plan includes improvements to the staff only parking area, minor amendments to the bus loading area and parent “drop off” zone and the temporary addition of a fourth portable.

The purpose of this report is to seek Council approval of the Site Plan subject to final approval of engineering design. The School Board has advised that demolition is planned for Spring 2017.

PD-16-81 RE Site Plan Amendment Application - 39 Burke Stree... Page 67 of 89


Burkevale Protestant Separate School - Picture courtesy of Google Street View

Burkevale Protestant Separate School, Peel Street looking north - Picture courtesy of Google Street

ANALYSIS BackgroundThe Town approved the Site Plan and entered into an Agreement for the redevelopment of the property in 2013 which was part of the Kindergarten space renovation. The application as submitted is a request to amend the existing Site Plan approval and update the associated Agreement to reflect the proposed redevelopment.

Site DescriptionBurkevale Protestant Separate School is located on the corner of Burke Street and Peel Street in an established residential neighbourhood. Located near McGuire Park and close to downtown the school serves residents of the local municipalities. The property has 60 metres of Frontage onto Burke Street and a Lot Area of 7,790 square metres. Currently there is one storey school with a footprint of 1,848 square metre as well as three (3) portables on the west side adjacent to Peel Street. The building provides for eight (8) classrooms, three (3) portables and two (2) kindergarten areas, administrative offices, library/computer room, multi-purpose room, washrooms, staff lunch room, storage and mechanical area. Access is from a one-way entrance from Burke Street, into a staff parking area and intended exit onto Peel Street. The current parking layout provides for nineteen (19) parking spaces and one (1) Barrier Free space.



Burkevale Protestant Separate School, Peel Street looking south - Picture courtesy of Google Street

Legal DescriptionThe property is legally described as Part of Lot 9, on the east side of Pitt Street, Plan 36, Part of the Lane on Plan 36 on the east side of Peel street and west of Fox Street between Burke Street and Sheridan Street and Parts 1, 2 and 9 to 14, inclusive, on Reference Plan 51R-12670.

ProposalThe proposal is to demolish the “porto-pak”, which is a four classroom space at the rear of the building and replace it with an addition to the existing building. The proposed addition will provide for a total ground floor area of 1,951 square metres and include four (4) classrooms and mechanical space (see Attachment #2 – Site Plan).

Prior to demolition a fourth temporary portable will be placed on site at the north end of the property to house students from the existing classroom space which is to be removed. The construction site will be fenced from the play ground area and the existing contractor access to the play ground will be utilized during construction.

During the construction period the School Board has confirmed operational changes will be required such as the timing for contractor access to the site during school hours. Further, the site plan calls for a relocation of the bus loading and parent drop off areas, which requires an update to the traffic regulatory signs installed and the Town’s Parking and Traffic By-law. Most of the interior construction is planned for the Summer of 2017 including the exterior site works for reopening in September.

Technical Review CommitteePrior to submission of the application, the applicant pre-consulted with town staff in October. The application was then discussed at the November 15th meeting in which comments were provided to the applicant. On November 28th the second drawing submission was submitted for approval and minor comments provided to the applicant on December 5, 2016. Staff do not anticipate major changes with respect to second submission of drawings (attached).



Site Plan By-law 2014-30The Town’s Site Plan Control approval by-law states that redevelopment of the project is subject to Council approval if the proposed redevelopment is larger than 50 square metres of gross floor area. The by-law also authorizes the Mayor and Clerk to sign any associated agreements and to register the Agreement once Council approval is granted.

Included in the Site Plan By-law is compliance with the Community Design Manual (CDM). The following are the guidelines contained within the CDM:

Pedestrian Circulation – under Section 8, schools are to provide for 3 metre pedestrian ways excluding public sidewalks and Section 27 that safe routes to schools are to be identified through marked pedestrian crossing, signage and other amenities as required by the Town.

Therefore, staff are of the opinion that the proposed renovations maintain the key theme areas of the CDM.

Official PlanThe subject property is designated Neighbourhood Residential in the Town’s Official Plan. The permitted uses with the designation include associated institutional uses such as “schools, churches and homes for the aged” subject to the provisions of 3.1.2.

Zoning By-lawThe property is currently zoned Institutional “G” in the Town’s Zoning By-law, 2000-02, as amended. The permitted uses of the G zone include “School”. An analysis of zoning compliance is demonstrated below in Figure 1:

Figure 1 – G Zone RegulationsZone Regulation Required Proposed NotesMinimum Lot Frontage 30 metres 60.4 metresMinimum Lot Size 1,850 square metres 7,684 square

metresMinimum Lot Coverage 30% 25%Yard Requirements Minimum Front Yard

6 metres

Minimum Side Yard – 4.5 metres or one-half of the height of the building, whichever is greater

Minimum Rear Yard – 7.5 metres

6 metres

2.7 metres on the east side15.5 metres to school on west side4.8 metres to portables on west side

38 metres

Legal Non-complying

Parking 19 spaces and 1 Barrier Free space

20 spaces and 1 Barrier Free space



ConclusionThe application to amend the existing Site Plan approval and update the existing Agreement has been reviewed by the relevant departments who are requesting minor amendments to the drawings submitted but generally satisfied that the proposed redevelopment meets the Town’s requirements. Staff recommend approval of the application to Council.

BUDGETARY IMPLICATIONSThere are no budgetary implications a result of this report. The application fee for a Site Plan Amendment is $500 and the applicant has provided the Town with a deposit to cover any expenses associated with this application that the Town may incur in processing the request.

RISK MANAGEMENTNone as a result of this report.

COMMUNICATION & MARKETINGNone as a result of this report.

RELEVANT BACKGROUND REPORT(S)None

SUSTAINABILITYThe proposed renovations will assist in pillar EN4 pillar to design efficient public facilities in harmony with natural systems.

STRATEGIC GOALS & OBJECTIVES It is a Strategic Objective of the Town to implement the recommendations of the Town’s Growth Management Strategy and to promote economic growth.



Attachments#1 Location Map#2 Site Plan Drawings

Electronic File Location: S:\Planning Department\D11 - Site Plan Control\39 Burke St - Burkevale School\2016\Staff Report\Staff Report PD-2016-81 RE Site Plan Amendment 39 Burke Street.docx\




ACT ACOUSTIC CEILING TILESALUM ALUMINUMAVB AIR/VAPOUR BARRIERBF BARRIER FREEBH BULKHEADBN BULLNOSECARP CARPETCJ CONTROL JOINTCK CAULKCLG CEILINGCMU CONCRETE MASONRY UNITCONT CONTINUOUSCP CONTROL PANELCT CERAMIC TILEC/W COMPLETE WITHCWV CAVITY WALL VENTDF DRINKING FOUNTAINDIV DIVISIONEF EXHAUST FANEP ELECTRICAL PANELEXIST EXISTINGEXPJT EXPANSION JOINTEJC EXPANSION JOINT COVEREXT EXTERIORFD FLOOR DRAINFF FACTORY FINISHFIN FINISHFND FOUNDATIONFP FILLER PANELG GLASSGB GYPSUM BOARDGRAN GRANULARHM HOLLOW METAL

HP HIGH POINTHDWD HARDWOODIG INSULATED GLASSLP LOW POINTMF METAL FRAMINGMS METAL STUDMTL METALNIC NOT IN CONTRACTOHC OVERHEAD CLOSERPLAM PLASTIC LAMINATEPREFIN PREFINISHEDPT PAINTRB RESILIENT BASERCM REMOVABLE CENTRE

MULLIONRH ROOF HOPPERT THRESHOLDTERR TERRAZZO FLOORINGTG TEMPERED GLASSTYP TYPICALVCT VINYL COMPOSITE TILEWC WATER CLOSETWD WOODWG WIRED GLASSWH WEEP HOLEWS WEATHER STRIPPING

ABBREVIATIONS:

DEMOLITION LEGEND:EXISTING PARTITION TO REMAIN

PARTITION TO BE DEMOLISHED

ITEM OR SYSTEM TO BE DEMOLISHED

FRR 0 MIN

FRR 30 MIN

FRR 45 MIN

FRR 60 MIN

FRR 90 MIN

FIRE SEPARATIONS LEGEND:

NEW WALL LEGEND:EXISTING PARTITION TO REMAIN

NEW CMU WALL PER STRUC

TOTAL SITE AREA

MAXIMUM LOT COVERAGE

FRONT YARD SETBACK

SIDE YARD SETBACK (EAST)

REQUIRED

PARKING SPACES

-

1850 M2

30%

7 M

6 M

4.5 M

REAR YARD SETBACK

BUILDING FOOTPRINT AREA

SIDE YARD SETBACK (WEST) 4.5 M

EXISTING

1848 M2

7790 M2

23.7 %

44.318 M

21

6.07 M

2.72 M

15.48 M

LOT FRONTAGE 30 M 60.43 M

SITE STATISTICS PROPOSED

7790 M2

25.0 %

38.658 M

21

6.07 M

2.72 M

15.48 M

60.43 M

1951 M2

N/A

ZONING INSTITUTIONAL INSTITUTIONAL

GROUND FLOOR PLAN 1848 M² (342 M²)

GROSS BUILDING AREAS: EXISTING DEMOLISHED PROPOSED TOTAL (M²)

445 M² 1951 M²

1200

1500

965

200mm DIA. FILLED GALVANIZED STEEL AT EXTERIOR LOCATIONS

SET STEEL BOLLARD IN CONCRETE MIN. 200mm DIA. > BOLLARD DIA.

150

275

75

1039

0

ASPHALT ROADWAY

GRANULAR FILL

ASPHALT DRIVEWAY

SODASPHALT

GRANULARFILL

ROLLED ASPHALT EDGE-TYP.

200

175 100

R 25

SAW CUT EXISTING ASPHALT AS

REQUIRED TO EXCAVATE AND

POUR NEW CONCRETE CURB.PATCH AND MAKE GOOD TO MATCH

EXISTING.

ASPHALT

GRANULAR FILL

150

250

275

R 25

POURED CONCRETE CURB

DNL - DOUBLE NARROW LITE

HG - HALF GLASSF - SLAB FGWR - FULL GLASS WITH RAIL

150 150 150 150200250

250

625

225

150

250

625

225

150

150

FG - FULL GLASS

150 150

150

225

MA

X

900

SCREEN/WINDOW ELEVATIONS LEGEND:

ALAPIAPIAP2ISPHMHMPGTGWGIGGSPSSGRCMEQ.

ALUMINUMALUMINUM PANELINSULATED ALUMINUM PANEL COLOUR 1INSULATED ALUMINUM PANEL COLOUR 2INSULATED SPANDREL PANELHOLLOW METALHOLLOW METAL PANELGLASSTEMPERED GLASSWIRED GLASSINSULATED GLASSGLASS SPANDREL PANELSTRUCTURAL SILICON GLAZINGREMOVABLE CENTRE MULLIONEQUAL

FINISHED FLOOR

S2

TYPICAL FRAME/SCREEN NOTES:- REFER TO DOOR SCHEDULE FOR FRAME & GLASS MATERIAL TYPES- PROVIDE THERMALLY BROKEN INSULATED METAL FRAMES FOR EXTERIOR DOOR ASSEMBLIES

S3

IG

S1HM AL - 451T SERIESHM

VA

RIE

S

VARIES

2210

400

2600

DOOR PER SCHEDULE

VA

RIE

S -

CO

NF

IRM

EX

IST

ING

OP

EN

INGHMP

DOOR PER SCHEDULE

CO

NC

BL

OC

K O

R E

XIS

TIN

G

VA

RIE

S

CO

NC

BL

OC

K

VA

RIE

S

CO

NC

BL

OC

K O

R G

YP

SU

M B

OA

RD

VA

RIE

S

3 ANCHORS PER JAMB. FILL SOLID WITH CONC.

3 ANCHORS PER JAMB. FILL SOLID WITH CONC.

CK

CK

CK

CK

CK

CK

F1HM - WRAP AROUND

F2HM - BUTT

F3AL - BUTT

LEGENDDENOTES FOUND SURVEY MONUMENT

DENOTES PLANTED SURVEY MONUMENT

DENOTES STANDARD IRON BAR

DENOTES IRON BAR

DENOTES EXISTING FENCING

DENOTES C.P. D'DALE, D.L.S.

DENOTES JOHN M. HARVEY, D.L.S.

DENOTES D.H. GALBRAITH, D.L.S.

DENOTES PLAN 51R-12670

DENOTES MANHOLE

DENOTES WATER VALVE

DENOTES BELL BOX

DENOTES HYDRO POLE

DENOTES CATCH BASIN

DENOTES FIRE HYDRANT

DENOTES DECIDUOUS TREE

DENOTES BOREHOLE

DENOTES ASPHALT PAVING

DENOTES FINE GRADING, SODDING

DENOTES NEW CHAIN LINK FENCING

SIB

IB

(650)

(840)

(854)

P1

184.30

184.45

EXISTING GRADE ELEVATION

NEW GRADE ELEVATION

SOD

CLEAR, FREE-DRAINING STONE

100MM DIA PERFORATED DRAINAGE PIPE C/W FABRIC SOCK.SLOPE TO DRAIN FOLLOWING NEW GRADES.

350

400

360

NON-WOVEN GEOTEXTILE WRAP AROUND THE CLEAR STONE BEDDING

800

1200

600

200

300

SIGN FACE SIMILAR TO DETAIL 12/A-1EXACT SIGN MESSAGE AS DIRECTED BY ARCHITECT

STEEL POST

EXPANSION JOINT AROUND FOOTING WHERE LOCATED IN CONCRETE WALKWAY

GRADE

CONCRETE POST FOUNDATION 300MM DIA.

DO NOT

ONE WAY ONLY

50 200 50

300

2525

025

1065

1065

450ENTER

ONE WAY

50 800 50

900

300

5020

050

5 MINUTE STOPPING ONLY

50 200 50

300

300

1065

1065

450

KISS AND RIDE

NOTE: EXACT SIGNAGE TO BE AS DIRECTED AND CONFIRMED WITH TOWN AND ARCHITECT

22 BLAKE STREETBARRIE, ONTARIO, L4M 1J6

(705) 739-1757 FAX (705) 739-6798e-mail [email protected]

DATE:

SCALE:

DRAWN BY:

CHECKED BY:

DRAWING TITLE:

PROJECT NAME:

PROJECT NO.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK.

DO NOT SCALE DRAWINGS

DRAWING NO.

As indicated

08/12/2016 10:39:19 AM

TYPICAL DETAILS & SCHEDULES

NOV 29/16

DDH

JJ

1615

BURKEVALE PROTESTANT SEPARATE SCHOOL - BURKEVALE PSS UPGRADES

A-1

BURKEVALE PSSBURKEVALE PSS UPGRADES

39 Burke St, Penetanguishene, ON L9M 1C4

PROTESTANT SEPARATE SCHOOLBOARD

OF

Stamp

4484

J.K.JEFFERYLICENCE

Stamp

ONTARIO BUILDING CODE DATA MATRIX PARTS 3 & 9

PART 9

PART 3

OTHER - DESCRIBE:

HOURSMEZZANINE:

HOURSROOF:

HOURSFLOORS:

HOURSMEZZANINE:

HOURSROOF:

HOURSFLOORS:

MEMBERS

F.R.R. OF SUPPORTING

or DESCRIPTION (SG-2)

LISTED DESIGN NO.

or DESCRIPTION (SG-2)

LISTED DESIGN NO.

F.R.R. (HOURS)

HORIZONTAL ASSEMBLIESREQUIREDFIRE

RESISTANCERATING(F.R.R.)

NOYESHAZARDOUS SUBSTANCES:

NO (EXPLAIN)YESBARRIER-FREE DESIGN:

PERSONSLOAD:OCCUPANCY:3rd FLOOR:

PERSONSLOAD:OCCUPANCY:2nd FLOOR:

PERSONSLOAD:OCCUPANCY:1st FLOOR:

PERSONSLOAD:OCCUPANCY:BASEMENT:

DESIGN OF BUILDINGsq. m./PERSONOCCUPANT LOAD BASED ON:

MEZZANINE(S) AREA (sq. m.):

NON-COMBUSTIBLE COMBUSTIBLEACTUAL CONSTRUCTION:

NON-COMBUSTIBLEREQUIRED

COMBUSTIBLE PERMITTED

PERMITTED CONSTRUCTION:

NOYESHIGH BUILDING:

NOYESWATER SERVICE/SUPPLY IS ADEQUATE:

NOYESFIRE ALARM REQUIRED

NOYESSTANDPIPE REQUIRED:

NOT REQUIRED

IN LIEU OF ROOF RATING

BASEMENT ONLY

ENTIRE BUILDINGSPRINKLER SYSTEM PROPOSED:

BUILDING CLASSIFICATION:

NUMBER OF STREETS/ACCESS ROUTES:

HEIGHT OF BUILDING (m.):

BELOW GRADE:ABOVE GRADE:NUMBER OF STOREYS:

TOTAL:NEW:EXISTING:GROSS AREA:

TOTAL:NEW:EXISTING:BUILDING AREA (sq. m.):

MAJOR OCCUPANCY(S):

PART 11CHANGE OF USE ALTERATION

ADDITION

NEWPROJECT DESCRIPTION:

BOTH

BOTH

SB-10 INSULATION REQUIREMENTS: ROOF:

WALLS ABOVE GRADE:

WALLS BELOW GRADE:

FLOORS:

SLAB ON GRADE FLOORS:

OPAQUE DOORS:

VERTICAL FENESTRATION:CURTAINWALL/STOREFRONT:

ENTRANCE DOOR:

ALL OTHER:

1951

2025

Assembly

Replace existing 4 classroom pre-eng structure with new masonryconstruction. Various upgrades to existing building.

1848 103

1922 103

1 1

4

2

A2 ASSEMBLY 3.2.2.25

0

Ancillary Storage 5

Assembly 400

N/A 0

N/A 0

0.75

0.75

0.75

0.75

0.75

0.75

Non-combustible

Non-combustible

N/A

Non-combustible

Non-combustible

N/A

Max Bldg Area 1 Storey facing 2 streets = 2000M2

Assembly: U-0.18, Insulation: 5.3 ci

Mass - Assembly: U-0.40, Insulation: 2.7 ci

Assembly: C-0.52, Insulation: 1.8 ci

Unheated - Assembly: F-0.90, Insulation: 2.6 for 600 mm

Swinging - U-2.27

Mass - Assembly: U-0.32, Insulation: 2.6 ci

Max U: U-1.99, Max SHGC: 0.40



N_Comb or

N_Comb or

N_Comb or

N_Comb or

N_Comb or

N_Comb or

1 : 1A-1

1 ZONING MATRIX

KEY PLAN

1 : 50A-1

2 SITE - BOLLARD DETAIL

1 : 10A-1

3 SITE - DEPRESSED CURB

1 : 20A-1

5 SITE - SOD ASHPALT DETAIL

1 : 10A-1

4 SITE - PARKING CURB DETAIL

1 : 50A-1

8 DOOR ELEVATIONS DOOR/WINDOW ABBREVIATIONS 1 : 50A-1

7 FRAME / SCREEN ELEVATIONS

1 : 5A-1

9 FRAME TYPES

DOOR SCHEDULE

DOORNO. SIZE

DOORTYPE

DOORMAT'L

DOORFIN.

DOORGLASS

SCREENTYPE

SCREENGLASS

FRAMETYPE

FRAMEMAT'L

FRAMEFIN.

FIRERATING COMMENTS

122 950X2150X45 DNL WD PT WG S1 - F1 HM PT 20 MIN L123 950X2150X45 DNL WD PT WG S1 - F1 HM PT 20 MIN L126 950X2150X45 DNL WD PT WG S1 - F1 HM PT 20 MIN L127 950X2150X45 DNL WD PT WG S1 - F1 HM PT 20 MIN L140B MATCH EXIST DNL HM PT IG S2 - F2 HM PT - THERMALLY BROKEN, OHC, T, WS, PANIC, L, HMIP TO MATCH EXIST105A EXIST EXIST SECURITY FOB, ELECTRIC STRIKE108A EXIST EXIST SECURITY FOB, ELECTRIC STRIKE107A MATCH EXIST F HM PT - S2 - EXIST HM PT - THERMALLY BROKEN, OHC, T, WS, PANIC, L, HMIP TO MATCH EXIST120 950X2150X45 F WD PT - S1 - F1 HM PT 20 MIN BF OPERATOR, L121 950X2150X45 F WD PT - S1 - F2 HM PT - OHC, L, FLOOR EJC139A MATCH EXIST F HM PT - S2 - F2 HM PT - OHC, T, WS, PANIC, L, HMP TO MATCH EXISTCAB1 600X2100X38 F WD VAR - - - MILLWORK WD - - LOCKSET, HINGES - DOORS AND HARDWARE TO BE SUPPLIED TO SECTION 06400CAB2 600X2100X38 F WD VAR - - - MILLWORK WD - - LOCKSET, HINGES - DOORS AND HARDWARE TO BE SUPPLIED TO SECTION 06400CAB3 600X2100X38 F WD VAR - - - MILLWORK WD - - LOCKSET, HINGES - DOORS AND HARDWARE TO BE SUPPLIED TO SECTION 06400CAB4 600X2100X38 F WD VAR - - - MILLWORK WD - - LOCKSET, HINGES - DOORS AND HARDWARE TO BE SUPPLIED TO SECTION 06400T119 950X2150X45 F HM PT - S1 - F1 HM PT - TEMPORARY EXIT DOOR: OHC, PANIC, L, PULL, T, WS125A 1050X2150X45 HG AL FF IG-2 S3 IG-1 F3 AL FF - ELECTRIC STRIKE, PANIC, L, PULL, T, WS, SECURITY FOB, BF OPERATOR125B 1050X2150X45 HG AL FF IG-2 S3 IG-1 F3 AL FF - OHC, PANIC, L, PULL, T, WS125C 1050X2150X45 HG AL FF TG S3 TG F3 AL FF - PUSH/PULL, BF OPERATOR125D 1050X2150X45 HG AL FF TG S3 TG F3 AL FF - OHC, PUSH/PULL128A 1050X2150X45 HG AL FF IG-2 S3 IG-1 F3 AL FF - OHC, PANIC, L, PULL, T, WS128B 1050X2150X45 HG AL FF IG-2 S3 IG-1 F3 AL FF - ELECTRIC STRIKE, PANIC, L, PULL, T, WS, SECURITY FOB, BF OPERATOR128C 1050X2150X45 HG AL FF TG S3 TG F3 AL FF - OHC, PUSH/PULL128D 1050X2150X45 HG AL FF TG S3 TG F3 AL FF - PUSH/PULL, BF OPERATOR

ROOM FINISH SCHEDULE

# NAMEFINISHES

COMMENTSFLOOR WALL BASE WALLS CEILING CEILING HEIGHT101 VESTIBULE EXIST EXIST EXIST GB - PT 50MM BELOW EXIST NEW FFH PER MECH PATCH AND MAKE GOOD WALL102 PRINCIPAL EXIST EXIST EXIST ACT 50MM BELOW EXIST REPLACE WINDOW SILL WITH NEW103 ADMIN OFFICE EXIST EXIST EXIST ACT 50MM BELOW EXIST104 COMPUTER ROOM EXIST EXIST EXIST ACT 2800 REPLACE WINDOW SILL WITH NEW, MAKE GOOD WALL WHERE MECH UNIT REMOVED, GB BULKHEAD -

PT105 CORRIDOR EXIST EXIST EXIST ACT 2600105A CORRIDOR EXIST / CT EXIST / CT EXIST ACT 2600 EJC AT FLOOR, WALLS AND CLG106 RESOURCE ROOM EXIST EXIST EXIST ACT 2800 REPLACE WINDOW SILL WITH NEW, MAKE GOOD WALL WHERE MECH UNIT REMOVED, GB BULKHEAD -

PT107 LIBRARY EXIST EXIST EXIST ACT 2800 REPLACE WINDOW SILL WITH NEW, MAKE GOOD WALL WHERE MECH UNIT REMOVED, GB BULKHEAD -

PT111 MECH ROOM EXIST / CONC EXIST EXIST EXPOSED - PT - MAKE GOOD FLOOR AT NEW PLUMBING FIXTURES113 WR EXIST EXIST EXIST EXIST - NEW PLUMBING FIXTURES114 WR EXIST EXIST EXIST EXIST - NEW PLUMBING FIXTURES115 BOYS' WR EXIST / TERR EXIST / TERR CMU - PT GB - PT 50MM BELOW EXIST NEW PLUMBING FIXTURES, PATCH TERRAZZO, NEW TERR BASE AT NEW CHASE WALLS, RE & RE

PARTITIONS, FIXTURES116 GIRLS' WR EXIST EXIST CMU - PT GB - PT 50MM BELOW EXIST NEW PLUMBING FIXTURES, RE & RE PARTITIONS, FIXTURES117 EXISTING CLASSROOM EXIST EXIST / RB EXIST ACT 2800 REPLACE WINDOW SILL WITH NEW, NEW MILLWORK SHELVING, GB AT EXISTING CUPBOARD DOORS - PT,

EXISTING WINDOW BULKHEAD - PT, NEW RB AT MILLWORK118 EXISTING CLASSROOM EXIST EXIST / RB EXIST ACT 2800 REPLACE WINDOW SILL WITH NEW, NEW MILLWORK SHELVING, GB AT EXISTING CUPBOARD DOORS - PT,

EXISTING WINDOW BULKHEAD - PT, NEW RB AT MILLWORK119 READING RESOURCE ROOM EXIST EXIST EXIST / PT ACT MATCH EXIST GB BULKHEAD - PT, PT WEST AND NORTH WALLS, FLOOR EJC AT NEW DOOR, MAKE GOOD WALL AT

TEMP EXIT120 UNIVERSAL WR CT CT CMU - HBGC ACT 2450 PROVIDE ACCESSORIES NOTED121 ELECTRICAL ROOM CONC - SEAL RB CMU - PT EXPOSED - PT -122 CLASSROOM VCT RB CMU - PT ACT 2750123 CLASSROOM VCT RB CMU - PT ACT 2750124 CORRIDOR CT CT CMU - HBGC ACT 2600 PROVIDE COAT RACKS125 VESTIBULE CT CT CMU - HBGC GB - PT 2600126 CLASSROOM VCT RB CMU - PT ACT 2750127 CLASSROOM VCT RB CMU - PT ACT 2750128 VESTIBULE CT CT CMU - HBGC GB - PT 2600129 EXISTING CLASSROOM EXIST EXIST / RB EXIST ACT 2800 REPLACE WINDOW SILL WITH NEW, NEW MILLWORK SHELVING, GB AT EXISTING CUPBOARD DOORS - PT,

EXISTING WINDOW BULKHEAD - PT, NEW RB AT MILLWORK130 EXISTING CLASSROOM EXIST EXIST / RB EXIST ACT 2800 REPLACE WINDOW SILL WITH NEW, NEW MILLWORK SHELVING, GB AT EXISTING CUPBOARD DOORS - PT,

EXISTING WINDOW BULKHEAD - PT, NEW RB AT MILLWORK131 STAFF ROOM EXIST EXIST / RB EXIST ACT 50MM BELOW EXIST REPLACE WINDOW SILL WITH NEW, MAKE GOOD WALL WHERE MECH UNIT REMOVED, EXISTING

BULKHEAD - PT132 STAFF KITCHEN EXIST EXIST EXIST ACT MATCH EXIST RE & RE CEILING AS REQUIRED133 STAFF ROOM EXIST EXIST EXIST ACT MATCH EXIST RE & RE CEILING AS REQUIRED138 MULTI-PURPOSE ROOM EXIST EXIST EXIST EXIST - MAKE GOOD WALLS AT NEW WINDOWS & MECH WORK139 KINDERGARTEN EXIST EXIST EXIST ACT 2600 MAKE GOOD WALLS AT NEW WINDOWS & MECH WORK, REPLACE WINDOW SILLS WITH NEWS140 WR EXIST / TERR EXIST EXIST ACT 50MM BELOW EXIST MAKE GOOD WALLS AT NEW DOOR & MECH WORK

SITE PLAN LEGEND

1 : 10A-1

6 SUBSURFACE DRAIN

1 : 25A-1

11 TRAFFIC SIGN

1 : 5A-1

12 TRAFFIC SIGN DETAIL

REVISIONS

# DESCRIPTION DATE

1 ISSUED TO TOWN FOR INFORMATION 14/10/162 Issued for Site Plan Amendment 28/10/163 ISSUED FOR TENDER 29/11/164 SITE PLAN REVISIONS 08/12/16

4

4

4

PD-16-81 R

E Site Plan Amendm

ent Application - 39 Burke Stree...Page 73 of 89

A-72

A-7

6

A-73

A-7

A-7 4

CENTRELINE OF ASPHALT CENTRELINE OF ASPHALT

CENTRELINE OF ASPHALT



∅0.25

∅0.25

∅0.20

∅0.45

∅0.45

GRASS

GRASS

GRASS GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

184

184.25

184.5

184.5

184.5 18

4.75

185

184

184.25

184.25

184.5

184.75

184.75

183.75

184

184.25

184.5

184.75

184.75

184.75

183.75

183.5

184 184.25

184.5

184.75

184

184.25

184.5

184.5 185

185

185

185

185

185

IB(650)

SITE BENCHMARK

TOP OF SPINDLE

OF FIRE HYDRANT

ELEV. 184.72

IB

(OU)

A

PEEL STREET

BURKE STREET

LOT 1

LOT 2

LOT 3

LOT 4

LOT 10

LOT 11

LOT 9

LOT 8

(PITT STREET BY REGISTERED PLAN 9)

(BY REGISTERED PLAN 9)

EAST SIDE OF PEEL STREET

LANE

PART 1

PART 2

PART 8

PART 9

PART 10

PART 11

PART 12

PART 13

PART 14

PART 15

P.I.N. 58434 - 0282 (LT)

P.I.N. 58434 - 0167 (LT)

P.I.N. 58434 - 0282 (LT)

P.I.N. 58434 - 0181 (LT)

P.I.N. 58434- 0254 (LT)

P.I.N. 58434 - 0171 (LT)

SIGNS

FLAG POLE

SIGN

PLAYGROUND

PLAYGROUND

SIGN

MAILBOX

PLAYGROUND

SIGN

SIGN

PLAYGROUND

PLAYGROUND

GATE

P.I.N. 58434 - 0166 (R)

(KNOWN AS)

PART 151R-13561

SUBJECT TO

EASEMENT

AS IN RO891810

19.7

210

0.77

60.43

60.41

(P1&SET)

2.51(P1&SET)

20.12 (P1&SET)

33.6

0(P1&SET)

2.51

33.6

080

.76

2.51

2.51

62.92

6.27

(P1&SET)

(P1&SET)

N3°

04'1

0"W

N86°50'20"E

N86°50'45"E

N86°50'20"E

N86°43'50"E

N3°

04'5

5"W

N3°

04'5

5"W

N3°

04'5

5"W

(N86°49'40"E P1)

(N3°04'40"W P1)

(N86°49'40"E P1)

(N86°49'40"E P1)

(N86°40'40"E P1)

OVERHANG

F.F.

SILL SILL

SLAB

SILL

SILL

SILL

SILL

SILL

SILL

SILL

SILL

SILL

4.82

4.85

4.82

4.834.99

5.05

15.51

15.48

9.53

6.07

6.07

2.72

2.72

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

CONCRETE

DRIVEWAY

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

GUTTER

GUTTER

GUTTER

GUTTER

GUTTER

ASPHALT

DRIVEWAY

SIDEWALK

SI DEWALK

SI DEWALK

SI DEWALK

ASPHALT

DRIVEWAY

SIDEWALK SIDEWALKSIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

ASPHALT

ASPHALT

ASPHALT

ASPHALT

MM M

M

B

B

B

RIM=183.98

INV S=181.48

INV N=181.48

RIM=185.12

RIM=184.73

INV N=183.13

INV W=181.85

INV E=181.85

RIM=183.86

INV N=181.17

INV S=182.51

INV E=181.04

183.54

183.54

183.56

183.56

183.47

183.62

183.65

183.77

183.81

183.90

183.92

183.86

183.83

183.79

183.79

184.02

183.85

183.85

184.00

184.11

183.86

183.89

184.24

184.16

183.96

183.93

184.24

183.84

183.98

183.94

183.80

183.47

183.72

183.65

183.41

183.44

183.61

183.62

183.86 183

.74

183.86

183.68

183.76

183.93

184.02

183.99

183.92

183.77

183.98

183.76

183.77

183.82

183.90

183.91

183.85

183.64

183.55

183.51

183.76

183.73

183.86

183.97

184.01

184.45

184.67

184.93

185.01

185.06

185.14

185.25

185.08

184.82

184.51

184.11

183.49

183.94

184.00

184.04

183.91

184.00

183.98

183.96

183.94

183.93

183.95

184.03

183.95

183.88

183.87

184.03

184.08

184.09

184.00

183.93

183.77

183.79

183.93184

.07 184.17184

.40

184.61

184.83

185.13

185.30

185.37

185.15

184.82

184.63

184.04

184.09

184.15

184.13

184.10

183.90

183.97

184.00

183.97

183.97

183.96184

.04

184.09

184.10

184.25

184.01

184.03

184.17

183.99

183.83

183.84

183.94

184.21

184.18

184.14

184.07

184.05

184.13

184.33

184.11

184.05

183.99

183.93 184

.03

184.07

183.89

183.56

183.59

183.61

183.61

183.79

183.87

184.20

184.00

184.09

184.88

184.84

184.77

184.81

184.98

184.90

184.91

184.84

184.93

184.

94

184.80

185.11

185.04

185.08

185.17

184.90

184.86

184.82

184.87

184.73184

.74

184.48

184.04

184.18184.22

184.25

185.03

184.84

184.60

184.46

184.45

184.36

184.25

184.37

184.22

184.26

184.39

184.40

184.42

184.81

184.80184

.62

184.39

184.14

184.37 184

.48

184.39

184.27184

.32

184.39

184.30

184.22

183.97

184.20

184.24

184.57

184.65

184.89

184.96

185.08

184.99

184.94

184.95

184.79

185.06

184.38

184.50

184.14

184.15

184.64

184.47

184.29

184.14

184.38

184.18

184.24

184.09

184.49

184.51

184.60

184.66

184.61

184.54

184.34

184.44

184.49

184.47

184.47

184.59

184.61

184.63184

.54

184.60

184.59184

.59

184.49

184.63

184.59

184.47

184.37

184.36 184

.47

184.47

184.68

184.88

184.88184

.70

184.60

184.77

184.85 185

.02

184.97

184.77

184.59

184.62

184.78

184.75

184.48

184.51184

.24

184.13

184.53 184

.41

184.56

184.98

184.60

184.93

184.94184

.65

184.80

185.00

184.99

184.97

185.03

185.00

184.98

185.11184

.96184.94

184.74

184.79

184.86

184.89

184.84

184.86

184.82

184.73

184.65

184.94

184.92

184.85

184.82

184.82184

.75184.73

184.77

184.79

184.76

184.74

184.14

184.19

184.08

184.46

184.43

184.40

184.55

184.68

184.28

184.27

185.13

184.72

184.35

184.79

184.52

184.50 185.08 185.08

185.07

185.09

185.09

184.53 184.77

184.87

184.88

184.90

184.88184

.40

184.30

184.20

184.25

184.10

184.12

184.17

184.06

184.10184

.26

184.12

184.09

184.37

184.37

184.37

184.56

184.63

185.11 185.11

184.51

185.06

184.90

184.97

184.73184

.67

184.49

184.63

184.55

184.53

184.45

184.36

185.

17 184.99

184.92

184.92

184.85

184.67

184.63

184.73

184.77

184.90

185.01

184.70

185.03184

.78184

.72

184.83

184.87

184.85

184.87

184.93

184.91

184.99

185.10

185.09

185.03

185.07

185.06

185.04

185.07

184.95

185.10

184.90

184.91

184.91

184.91

184.91

184.94

184.85

184.98

185.08

185.07

185.06

185.05

185.06

184.97

184.91

185.11

184.97

185.04

185.07

185.06

185.05

185.05

184.98

184.98

184.98184.98

184.98

184.98 185

.22

185.03

185.10

185.00

185.31

184.89

185.07

185.06185

.06

185.05

185.05

185.05

185.05

185.05

185.05

185.03 185

.05

185.06

184.73

184.73

184.69

184.67

184.90

184.04

185.09 185.11

184.04

184.04

BRICK WALL

NEW ADDITION

EXISTING BRICK BUILDINGBURKEVALE PROTESTANT SEPARATE SCHOOL

EXISTING PORTABLE

EXISTING PORTABLE

EXISTING PORTABLE

1

A-7

5

LINE OF NEW ASPHALT PLAYING AREA PAVEMENT

TEMPORARY PORTABLE

1800

0

TEMPORARY PORTABLE

CONTRACTOR ACCESS

CONSTRUCTION HOARDING

CONSTRUCTION HOARDING

4500

3865

8

EXISTING PARKING AREA


FLOOR SLAB AT 185.10

EXISTING FLOOR SLAB AT 185.10

CONSTRUCTION GATE C/W LOCK

EXISTING BB BACKSTOP TO BE REMOVED FOR DURATION OF CONSTRUCTION. REPLACE AT END OF WORK.

NEW CHAIN LINK FENCE TO MATCH EXISTING (1800H) AT PROPERTY LINE ACROSS PART 9 THROUGH PART 14



NEW FENCE END POSTS

NEW FENCE END POSTS

CUT BACK EXISTING FENCE TO SUIT NEW FENCE

LOCATION.MAKE GOOD EXISTING FENCE.

12345

6

7

8

9

10

11

12

13

21

20

19

18

17

16

15

14

200

3400

2700

2700

5500

LINE OF NEW BARRIER CURB

TERMINATION OF NEW BARRIER CURB

TERMINATION OF NEW BARRIER CURB

NEW MEDIUM DUTY ASPHALT PAVING

NEW CHAIN LINK FENCE.INSTALL PRIOR TO COMMENCING WORK IN THE PARKING LOT.

15100

3400

1200

1200

NEW ASPHALT DRIVEWAY

SAW CUT EXISTING CURB

TO SUIT

5400

5500

5500

2700

REWORK CHAIN LINK FENCE TO RELOCATE

EXISTING DOUBLE GATE AS INDICATED. PROVIDE NEW POSTS AND FENCE

FABRIC AS REQUIRED.

PAINT PARKING LINES - TYPICAL THROUGHOUT NEW AND EXISTING PARKING AREAS

PAINT PARKING LINES - TYPICAL THROUGHOUT NEW AND EXISTING PARKING AREAS

PAINT BARRIER-FREE SYMBOL

SAW CUT EXISTING ASPHALT AND EXCAVATE AS REQUIRED TO

INSTALL NEW CONC BARRIER CURB AND

PRIMARY DUCT BANK PER ELEC.

PATCH ASPHALT TO MAKE GOOD.

9000

0

NEW PAD MOUNT TRANSFORMER PER

ELEC UTILITY

NEW STORM CONNECTION C/W INFILTRATION GALLERY PER CIVIL

183.96

183.80

184.35 184.45

184.40184.10

185.10

185.10

184.80184.45

184.50

184.95184.75

184.75

184.95

184.75 184.95

184.85

184.01

184.75

184.95

184.80

184.80

NEW ASPHALT PLAYING AREA PAVEMENT

ELEVATIONS TO MATCH EXISTING ALONG THIS

EDGE

90M TO HYDRANT AT CORNER OF SHERIDAN AND PEEL STREETS

SCHOOL BUS LOADING

SCHOOL BUS LOADING

SCHOOL BUS LOADING

EXISTING GAS METER TO BE REPLACED PER MECH.PROVIDE NEW PIPE GUARD FULL HEIGHT

EXISTING FIRE HYDRANT

EXISTING MAIN ENTRANCE

LINE OF EXISTING ASPHALT

SLOPE NEW ASPHALT PLAYING AREA PAVEMENT TO MATCH EXIST ASPHALT SIDEWALK

PROVIDE 300MM LONG GAP IN

BARRIER CURB AT EACH PARKING

SPACE - TYPICAL.

1500

NEW CHAIN LINK FENCE TO SUIT TRANSFORMER LOCATION

BOLLARDS PER DETAIL 2/A-1 AND UTILITY REQUIREMENTS

SAW CUT EXISTING ASPHALT AND EXCAVATE AS REQUIRED TO INSTALL NEW SECONDARY ELECTRICAL SERVICE.PATCH ASPHALT TO MAKE GOOD.

SAW CUT EXISTING ASPHALT AND EXCAVATE AS

REQUIRED TO INSTALL NEW PRIMARY

ELECTRICAL SERVICE DUCT BANK PER

ELECTRICAL.PATCH ASPHALT TO

MAKE GOOD.

4A-1

4A-1

3A-1

4A-1

LINE OF PRIMARY DUCT BANK PER ELECTRICAL

LINE OF SECONDARY SERVICE PER ELECTRICAL

REMOVE EXISTING ASPHALT AND PROVIDE

PLANTING BED C/W 300MM DEPTH TOPSOIL

5A-1

5A-1

3000

3000

1340

0

6500

184.70

184.69

184.58184.37

AREA OF SITE TO BE FINE GRADED AND SODDED SHOWN HATCHED

LINE OF SWALE AND SUBDRAIN CONNECTED TO EXISTING MANHOLE

AS NOTED

LINE OF SWALE AND SUBDRAIN CONNECTED TO EXISTING MANHOLE AS NOTED

SUBDRAIN CONNECTED TO EXISTING MANHOLE

6A-1

6A-1

6A-1

PROVIDE TEMPORARY HOARDING DURING CONSTRUCTION

PROVIDE TEMPORARY HOARDING DURING CONSTRUCTION

2% slope

1% slope

6% slope

REMOVE AND REPLACE PORTION OF EXISTING

SIDEWALK TO SUIT NEW ENTRANCE GRADES

5% slope

5% slope

5%

slo

pe

5%

slo

pe

1% slope

5% slope

5% slope

REPOSITION EXISTING GATE TO NEW LOCATION INDICATED

NEW TRAFFIC

SIGN

NEW TRAFFIC

SIGN

EXIST TRAFFIC SIGN RELOCATED BY TOWN



A-1

11

A-1

11

PAINTED DIRECTION ARROW

PAINTED DIRECTION ARROW

NEW TRAFFIC SIGN SUPPLIED BY

CONTRACTOR INSTALLED BY

TOWN

A-1

11

NEW TRAFFIC SIGN SUPPLIED BY

CONTRACTOR AND INSTALLED BY TOWN

A-1

11

0.5

% slo

pe

RIM = 183.97INV W=183.47 TO BE CONFIRMED

4

4

4

4

4

4

4

4

CENTRELINE OF ASPHALT CENTRELINE OF ASPHALT

∅0.25

∅0.25

∅0.20

∅0.45

∅0.45

GRASS

GRASS

GRASS GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

184

184.25

184.5

184.5

184.5 18

4.75

185

184.25

184.25

184.5

184.75

184.75

184

184.25

184.5

184.75

184.75

184.75

183.75

184 184.25

184.5

184.75184

184.25

184.5

184.5 185

185

185

185

185

185

IB(650)

IB

(OU)

LOT 1

LOT 2

LOT 3

LOT 4

LOT 11

LOT 9

LOT 8

(BY REGISTERED PLAN 9)

EAST SIDE OF PEEL STREET

LANE

PART 1

PART 2

PART 8

PART 9

PART 11

PART 12

PART 13

PART 14

PART 15

P.I.N. 58434 - 0282 (LT)

P.I.N. 58434 - 0167 (LT)

P.I.N. 58434 - 0282 (LT)

P.I.N. 58434- 0254 (LT)

SIGNS

FLAG POLE

SIGN

PLAYGROUND

PLAYGROUND

SIGN

PLAYGROUND

SIGN

SIGN

PLAYGROUND

PLAYGROUND

GATE

P.I.N. 58434 - 0166 (R)

PART 151R-13561

SUBJECT TO

EASEMENT

AS IN RO891810

19.7

210

0.77

60.43

60.41

(P1&SET)

2.51(P1&SET)

33.6

0(P1&SET)

2.51

33.6

080

.76

2.51

2.51

62.92

6.27

(P1&SET)

(P1&SET)

N3°

04'1

0"W

N86°43'50"E

N3°

04'5

5"W

N3°

04'5

5"W

N3°

04'5

5"W

(N3°04'40"W P1)

(N86°40'40"E P1)

OVERHANG

F.F.

SILL SILL

SLAB

SILL

SILL

SILL

SILL

SILL

SILL

SILL

SILL

SILL

4.82

4.85

4.82

4.834.99

5.05

15.51

15.48

9.53

6.07

6.07

2.72

2.72

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

ASPHALT

DRIVEWAY

SIDEWALK

SI DEWALK

SI DEWALK

SI DEWALK

SIDEWALK SIDEWALKSIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

ASPHALT

ASPHALT

ASPHALT

ASPHALT

M

B

B

B

RIM=184.73

INV N=183.13

INV W=181.85

INV E=181.85

183.86

183.97

184.01

184.45

184.67

184.93

185.01

185.06

185.08

184.82

184.51

184.11

183.94

184.00

184.04

184.00

183.96

183.94

183.95

183.95

183.88

183.87

184.03

184.08

184.09

184.00

183.93

183.79

183.93184

.07 184.17184

.40

184.61

184.83

185.13

185.15

184.82

184.63

184.04

184.09

184.15

184.13

184.10

183.90

183.97

184.00

183.97

183.96184

.04

184.09

184.10

184.25

184.01

184.03

184.17

183.99

183.83

183.84

183.94

184.21

184.18

184.14

184.07

184.13

184.33

184.11

184.05

183.99

183.93 184

.03

184.07

183.56

183.59

183.61

183.61

183.79

184.20

184.00

184.09

184.88

184.84

184.77

184.81

184.98

184.90

184.91

184.84

184.93

184.

94

184.80

185.11

185.04

185.08

185.17

184.90

184.86

184.82

184.87

184.73184

.74

184.48

184.04

184.18184.22

184.25

185.03

184.84

184.60

184.46

184.45

184.36

184.25

184.37

184.22

184.26

184.39

184.40

184.42

184.81

184.80184

.62

184.39

184.14

184.37 184

.48

184.39

184.27184

.32

184.39

184.30

184.22

183.97

184.20

184.24

184.57

184.65

184.89

184.96

185.08

184.99

184.94

184.95

184.79

185.06

184.38

184.50

184.14

184.15

184.64

184.47

184.29

184.14

184.38

184.18

184.24

184.09

184.49

184.51

184.60

184.66

184.61

184.54

184.34

184.44

184.49

184.47

184.47

184.59

184.61

184.63184

.54

184.60

184.59184

.59

184.49

184.63

184.59

184.47

184.37

184.36 184

.47

184.47

184.68

184.88

184.88184

.70

184.60

184.77

184.85 185

.02

184.97

184.77

184.59

184.62

184.78

184.75

184.48

184.51184

.24

184.13

184.53 184

.41

184.56

184.98

184.60

184.93

184.94184

.65

184.80

185.00

184.99

184.97

185.03

185.00

184.98

185.11184

.96184.94

184.74

184.79

184.86

184.89

184.84

184.86

184.82

184.73

184.65

184.94

184.92

184.85

184.82

184.82184

.75184.73

184.77

184.79

184.76

184.74

184.14

184.19

184.08

184.46

184.43

184.40

184.55

184.68

184.28

184.27

185.13

184.72

184.35

184.79

184.52

184.50 185.08 185.08

185.07

185.09

185.09

184.53 184.77

184.87

184.88

184.90

184.88184

.40

184.30

184.20

184.25

184.10

184.12

184.17

184.06

184.10184

.26

184.12

184.09

184.37

184.37

184.37

184.56

184.63

185.11 185.11

184.51

185.06

184.90

184.97

184.73

184.67

184.49

184.63

184.55

184.53

184.45

184.36

185.

17

184.92

184.92

184.85

184.67

184.63

184.73

184.77

184.90

185.01

184.70

185.03184

.78184

.72

184.83

184.87

184.85

184.87

184.93

184.91

184.99

185.10

185.09

185.03

185.07

185.06

185.04

185.07

184.95

185.10

184.90

184.91

184.91

184.91

184.91

184.85

184.98

185.08

185.07

185.06

185.05

185.06

184.97

184.91

185.11

184.97

185.04

185.07

185.06

185.05

185.05

184.98

184.98

184.98184.98

184.98

184.98 185

.22

185.03

185.10

185.00

185.31

184.89

185.07

185.06185

.06

185.05

185.05

185.05

185.05

185.05

185.05

185.03 185

.05

185.06

184.73

184.73

184.69

184.67

184.90

184.04

185.09 185.11

184.04

184.04

BRICK WALL

DEMOLISHED 4-PACK

EXISTING BRICK BUILDINGBURKEVALE PROTESTANT SEPARATE SCHOOL

EXISTING PORTABLE

EXISTING PORTABLE

EXISTING PORTABLE

REMOVE EXISTING CONCRETE SIDEWALK

COMPLETELY

LINE OF SIDEWALK TO BE REMOVED

LINE OF SIDEWALK TO BE REMOVED

EXISTING 4-PACK PRE-ENG BUILDING TO BE

REMOVED COMPLETELY INCLUDING ALL FOUNDATIONS

SAWCUT EXISTING ASPHALT AT THIS

LINE AND REMOVE COMPLETELY

4000



12345

6

7

8

9

10

11

REMOVE EXISTING BB BACKSTOP FOR

DURATION OF CONSTRUCTION.

REPLACE AT END OF THE WORK.

EXISTING CHAIN LINK FENCE TO BE REMOVED

COMPLETELY ACROSS PART 9 THROUGH PART 14

PROPERTIES.

12

13

14

15

16

17

18

19

20

EXISTING CHAIN LINK FENCE TO BE REMOVED COMPLETELY

REWORK EXISTING FENCE AND POSTS TO RELOCATE EXISTING DOUBLE GATE AS INDICATED

PORTION OF EXISTING FENCE TO BE REMOVED TO SUIT TRANSFORMER LOCATION

EXISTING PARKING TO BE RECONFIGURED

EXISTING CHAIN LINK FENCE TO BE REMOVED

COMPLETELY ACROSS PART 9 THROUGH PART 14

PROPERTIES.

EXISTING FENCE TO REMAIN

TOPOGRAPHIC SURVEY OF ALL OF LOTS 1, 2, 3 AND 4EAST SIDE OF PEEL STREETAND ALL OF LOT 11NORTH SIDE OF BURKE STREETBLOCK "H"REGISTERED PLAN 319AND ALL OF LOT 8AND PART OF LOT 9EAST SIDE OF PEEL STREET (FORMALLY PITT STREET)PART OF LANE (CLOSED BY R01239339)EAST SIDE OF PEEL STREET AND WEST OF FOX STREETRUNNING BETWEEN BURKE STREET AND SHERIDAN STREETREGISTERED PLAN 36TOWN OF PENETANGUISHENECOUNTY OF SIMCOE

THIS SITE PLAN WAS CREATED USINGSURVEY INFORMATION OBTAINED FROM A COPY OF:

SURVEY SOURCE:RUDY MAK SURVEYING LTD.ONTARIO LAND SURVEYORSFILE NO. 12208DATED: JULY 15, 2016

ELEVATION ARE GEODETIC IN ORIGIN AND WERE DERIVED FROM OBSERVED REFERENCE POINTS (ORP) USING THE PRECISE POINT POSITIONING (PPP) SERVICE (2002 EPOCH) AND ARE REFERED TO THE CGVD-1928: 1978 DATUM.

ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH CURRENT PROVINCIAL STANDARD DRAWINGSAND SPECIFICATIONS UNLESS OTHERWISE NOTED.

LOCATIONS AND ELEVATIONS OF ALL EXISTINGUTILITIES AND SERVICES SHOWN ON THIS PLAN AREFOR REFERENCE ONLY. THE CONTRACTOR ISRESPONSIBLE FOR LOCATING AND PROTECTING ALLUTILITIES.

ALL DIMENSIONS AND ELEVATIONS ARE TO BECHECKED AND VERIFIED BY THE CONTRACTOR. ANYDISCREPANCIES SHALL BE REPORTED TO THEARCHITECT & ENGINEER.

SITE BENCHMARK IS THE TOP OF THE SPINDLE OF THE FIRE HYDRANT AT THE EAST SIDE OF PEEL STREET HAVING AN ELEVATION OF 184.72.

ELEVATION

BENCHMARK



DATE:

SCALE:

DRAWN BY:

CHECKED BY:

DRAWING TITLE:

PROJECT NAME:

PROJECT NO.



DRAWING NO.

As indicated

08/12/2016 10:39:31 AM

SITE PLAN

NOV 29/16

JJ

JJ

1615


A-2




OF

Stamp

4484

J.K.JEFFERYLICENCE

Stamp

1 : 250A-2

1 OVERALL SITE PLAN1 : 250A-2

2 DEMOLITION SITE PLAN

REVISIONS

# DESCRIPTION DATE

1 ISSUED TO TOWN FOR INFORMATION 14/10/162 Issued for Site Plan Amendment 28/10/163 ISSUED FOR TENDER 29/11/164 SITE PLAN REVISIONS 08/12/16

PD-16-81 R

E Site Plan Amendm


DN

UP

A-7

2

12

A-6

EXISTINGCLASSROOM

129

A-7 6

A-7

3

CLASSROOM126

CLASSROOM127

VESTIBULE128

CLASSROOM123

CLASSROOM122

READINGRESOURCE

ROOM119

EXISTINGCLASSROOM

118

EXISTINGCLASSROOM

117

EXISTINGCLASSROOM

130

STAFFROOM

131

STAFFROOM

133

STAFFKITCHEN

132

MULTI-PURPOSEROOM

138

STAGE136

GIRLS' WR116

BOYS' WR115

MECHROOM

111

COMPUTERROOM

104

PRINCIPAL102

ADMINOFFICE

103

KINDERGARTEN139

RESOURCEROOM

106

KINDERGARTEN108

LIBRARY107

STORAGEA

134A

STAIR TOBASEMENT

110

23790

1899

0

25

EQ

EQ

A-4

5

EQ

EQ

400

355

EXISTING SCHOOL BUILDINGNEW ADDITION

A-7

A-7

4

A-4

4

7

6 8

ELECTRICALROOM

121

CORRIDOR124

VESTIBULE125

600

600

WR140

VESTIBULE101

CORRIDOR105

STORAGE109

STORAGE112

WR113

WR114

101A

101B101C

101D

102

102A103

106

105A105B

105D 105C

108

108A

39

40

110

111

104

112

115113114

116

115A116A

137A

137B135B

135A

133A

134

133

132131130

140B

140A

139A

129

118 117119

121

122123125D

125C

125A

125B 126 127

128D 128C

128B128A

107

GIRLS'CHANGE

135

BOYS'CHANGE

137

136A 136B

138

W3

W4

139

A-4

3

4

A-6

3

A-61

A-6

10

A-6

7

A-6

6

A-6

9

A-6

5

A-6

1

W2

W1

W1

W2

W2

W1W1W1W1

W1 W1 W1

W4

A-7 5

2

A-6

W1W1W1W1

W1 W1 W1 W1

NEW SINK PER MECH TO REPLACE

EXISTING

5012

190

2602

190

2400 134B

134A

STORAGEB

134B

STORAGE134

A-3

3

CORRIDOR105A

ELEVATIONS APPLY TO CLASSROOMS 122, 123, 126, 127

138A

107A

LINE OF 45 MINUTE FIRE SEPARATION







A-5

2

1

A-5

12

A-4

2

A-51

A-5 1A-5 1

2

22

25

A-5

23

A-3

4

A-5

23

A-5

23

A-5

23

NEW PIPE CHASE PER DETAIL.REWORK DATA RACEWAY TO SUIT PER ELEC

PROVIDE PAINTED 90 CMU PIPE CHASE TO 150 ABOVE EXISTING CEILING

PIPE CHASE PER DETAIL

PIPE CHASE PER DETAIL

NOTE:SECTION 04200 TO INFILL ALL OPENINGS ABOVE CEILINGS IN EXISTING CORRIDOR WALLS THAT ARE NO LONGER REQUIRED FOR DUCTWORK AND PIPING.CAREFULLY COORDINATE WITH MECHANICAL AND ELECTRICAL TO DETERMINE FULL EXTENT OF THE WORK.

INFILL ALL ABANDONED M & E PENETRATIONS -TYPICAL

INFILL ALL ABANDONED M & E PENETRATIONS - TYPICAL

INFILL ALL ABANDONED M & E PENETRATIONS -TYPICAL

1 2 2x 3 4 5

A

B

C

Ax

Cx

D

EQ

EQ

3800

3800

295 4900 4900 4900 4900 3800 95

3200

295

295

1001200

W5

W5

W5

A-4

5

7

6 8

CLASSROOM126

CONTROL PANEL

TEACHER'S CLOSET

WORK COUNTER

1200X2400 WB

1200X2400 WB1200X2400 TB

1200X2400 WB

1200X1200 TB

LOW SHELVING

VCT2 (ACCENT)

VCT3 (ACCENT)

VCT1 (FIELD)

TYPICAL VCT LAYOUT IN CLASSROOMSEXACT LAYOUT TO BE CONFIRMED PRIOR TO CONSTRUCTION

812

FILLER

TYPICAL

900 8100FILLER

19A-5

RB TYPICAL

1200

1000

EQ 2400 150 2400 EQ

WB TB

RB TYPICAL

18A-5

17A-5

14A-5

15A-5

RB TYPICAL

TB

1200

1000

1200A-5

20

CONTROL PANEL 900 900 900 1200

1200

2400 150 2400 EQ

WB WB

RB TYPICAL

FRR 0 MIN

FRR 30 MIN

FRR 45 MIN

FRR 60 MIN

FRR 90 MIN

FIRE SEPARATIONS LEGEND:

11

A-6

12

A-6

A-7 6

A-4

5

7

6 8

4

A-6

3

A-6

1

A-6

10

A-6

7

A-6

6

A-6

9

A-6

5

A-6

2

A-6

A-5

2

1

1899

0

8190

2610

8190

23790 25

1325 340 3360 340 3360 340 2060 340 3360 340 3360 340 1325 3600

1325 340 3360 340 3360 340 2060 340 3360 340 3360 340 4925 60

3909635

1409635

1903610

190 60

7410

190

3010

190

7410

390

600

600

190

2210902440902440902440901650902440902440

400

390 9635 140 9635 190 3610 190 25

WALL EJC

WALL EJC

FLOOR EJC

119

125C

125D

125B

125A

127126

123 122

121

128D 128C

128A 128B

141

EXISTINGCLASSROOM

129

CLASSROOM126

CLASSROOM127

VESTIBULE128

CLASSROOM123

CLASSROOM122

READINGRESOURCE

ROOM119

ELECTRICALROOM

121

CORRIDOR124

VESTIBULE125

CORRIDOR105A

W1

W1

W1W1W1

W1 W1 W1 W1

A-5

10

A-5

3

A-5

4

A-5

5

A-5

7

A-5

6

A-5

8

A-5

9

22A-5

22A-5S125A

S128A

S128B

S125B

FEC

LINE OF WEATHERTIGHT HOARDING TO BE PROVIDED WHILE EXISTING BUILDING IS OCCUPIED AND UNTIL ADDITION IS WEATHER TIGHT

LINE OF TEMPORARY EMERGENCY EXIT

REMOVE EXISTING DOOR FOR DURATION OF CONSTRUCTION AND UNTIL NEW ADDITION IS COMPLETE. REINSTALL DOOR.

PROVIDE TEMPORARY EMERGENCY EXIT DOOR AT LOCATION OF EXISTING WINDOW. MAKE GOOD WALL WHEN EMERGENCY EXIT IS NO LONGER REQUIRED.

T119

PROVIDE TEMP HOARDING ENCLOSURE

CAB2

CAB3

CAB1

CAB4

3902440 90 2140 902440902440902440901650

FEC

RWL

A-5

23

CT FLOORING FIELD COLOUR

CT FLOORING ACCENT COLOUR

CT ACCENT

CT ACCENT

ELEVATIONS APPLY TO CLASSROOMS 122, 123, 126, 127

BFPB

BFPB

BFPB

BFPB

BFPB BFPB

BFPB

BFPB

2410

390

1902010

390

800

COL PER STRUCT

COL PER STRUCT COL PER STRUCT

1 2 2x 3 4 5

A

B

C

Ax

Cx

D

140

120

UNIVERSALWR120

390

4260

140



DATE:

SCALE:

DRAWN BY:

CHECKED BY:

DRAWING TITLE:

PROJECT NAME:

PROJECT NO.



DRAWING NO.

As indicated

08/12/2016 10:39:45 AM

FLOOR PLAN

NOV 29/16

JJ

JJ

1615


A-4




1 : 125A-4

1 PROPOSED 1ST FLOOR PLAN

1 : 125A-4

3 GYM WALL UPPER LEVEL

1 : 75A-4

4 TYPICAL CLASSROOM LAYOUT

1 : 75A-4

5 TYP. CLRM - ELEVATION A1 : 75A-4

6 TYP. CLRM - ELEVATION B

1 : 75A-4

7 TYP. CLRM - ELEVATION C

1 : 75A-4

8 TYP. CLRM - ELEVATION D

OF

Stamp

4484

J.K.JEFFERYLICENCE

Stamp

1 : 100A-4

2 ENLARGED PLAN - NEW ADDITION

ELEVATIONS AND DETAILS APPLY TO CLASSROOMS 122, 123, 126, 127

REVISIONS

# DESCRIPTION DATE

1 ISSUED TO TOWN FOR INFORMATION 14/10/162 Issued for Site Plan Amendment 28/10/163 ISSUED FOR TENDER 29/11/16

PD-16-81 R

E Site Plan Amendm


T/O FIRST FLOOR0

U/S STEEL DECK± 3570

U/S STEEL DECKHIGH ROOF

± 5070

12

A-6

6

A-69

A-6

W1 W1 W1 W1

128B 128A

W1 W1 W1 W1

PREFINISHED METAL FLASHING

EXTERIOR FINISH SYSTEMBRICK TO MATCH EXISTING

NEW ALUM FRAME WINDOWSNEW ALUM FRAME WINDOWS

TO REPLACE EXISTING NEW ALUM ENTRANCE

3570

1082

2750

800

NEW ADDITIONEXISTING BUILDING

NEW WALL MOUNTED LIGHT FIXTURE PER ELEC

EXISTING MECH GRILLE TO REMAIN. INFILL OPENING WITH MASONRY.

EXISTING MECH GRILLE TO REMAIN. INFILL OPENING WITH MASONRY.

NEW ROOF TOP MECH UNIT BEYOND NEW ROOF TOP MECH UNIT BEYOND

FASCIA PANELS TO REMAIN

122x345

T/O FIRST FLOOR0


3

A-6

1

A-610

A-6

2

A-6

W1 W1 W1 W1 W2 W1 W1 W1 W1

EXISTING BUILDINGNEW ADDITION

PREFINISHED METAL FLASHING

EXTERIOR FINISH SYSTEMBRICK TO MATCH EXISTING

NEW ALUM FRAME WINDOWS

3570

EXISTING MECH GRILLE COVER TO REMAIN. INFILL OPENING W/ MASONRY.

WALL MOUNTED LIGHT FIXTURE PER ELEC

EXISTING MECH GRILLE COVER TO REMAIN. INFILL OPENING W/ MASONRY.

NEW ROOF TOP MECH UNIT BEYOND NEW ROOF TOP MECH UNIT BEYOND

PROVIDE TEMPORARY DOOR FOR EMERGENCY EXIT INCL WEATHERTIGHT CLOSURE AT WINDOW OPENING.RE & RE WALL TO SUIT OPENING.MAKE GOOD WHEN DOOR NO LONGER REQUIRED.

FASCIA PANELS TO REMAIN

1 2 2x 3 4 5

T/O FIRST FLOOR0


± 5070

W5 W5 W5

NEW ALUM FRAME WINDOWS TO REPLACE EXISTING

NEW HM DOOR AND FRAME TO REPLACE EXISTING

5070

T/O FIRST FLOOR0


4

A-6

5

A-6

125B 125A

3570

PREFINISHED METAL FLASHING BRICK TO MATCH EXISTING

NEW ALUM ENTRANCE SCREEN



A B CAx Cx D

T/O FIRST FLOOR0


U/S STEEL DECKLOW ROOF

3150


± 5070

W2 W2 W1 W1 W2139A

W3

101B 101A

EXISTING MECHANICAL GRILLE TO REMAIN. INFILL OPENING WITH MASONRY.

EXISTING MECHANICAL GRILLE TO REMAIN. INFILL OPENING WITH MASONRY.

NEW ROOF TOP MECH UNIT BEYOND

T/O FIRST FLOOR0

U/S STEEL DECKLOW ROOF

3150


± 5070

W4 W4

140B

1920

3150

FINISHED FLOOR

840

CO

NF

IRM

EX

IST

ING

1900

CONFIRM EXISTING OPENING

3360

840

CO

NF

IRM

EX

IST

ING

1900


2060

850 830 830 850

620

1280

1030 1030

W1

AL518 SERIES FRAMING

W2


IGIGIG

IG

IG

IG

IG

IG

IG

(VENT)(VENT) (VENT)

660

CO

NF

IRM

EX

IST

ING

1900


5790

960 960 960 960 960 960

IG

IG

IG

840

1280

620

1280

620

(VENT)

W3


660

CO

NF

IRM

EX

IST

ING

1900


2060

1030 1030

IG

IG

IG

(VENT)

1280

620

(VENT)

W4


IG

IG

IG

(VENT)

IG

IG

IG

(VENT)

HIG

H G

YM

WA

LL

NT

S

CO

NF

IRM

EX

IST

ING

1700


2490

EQ EQ

IG

IG

IG

620

1080

W5


IG

PROVIDE CRANK EXTENSIONS FOR OPERABLE VENTS

PROVIDE CRANK EXTENSIONS FOR OPERABLE VENTS



DATE:

SCALE:

DRAWN BY:

CHECKED BY:

DRAWING TITLE:

PROJECT NAME:

PROJECT NO.



DRAWING NO.

As indicated

08/12/2016 10:39:49 AM

ELEVATIONS, WINDOW ELEVATIONS

NOV 29/16

Author

Checker

1615


A-7




1 : 100A-7

3 PART EAST ELEVATION

1 : 100A-7

4 PART WEST ELEVATION

1 : 100A-7

5 NORTH WALL GYM - PART ELEVATION

1 : 100A-7

6 NORTH ELEVATION

1 : 100A-7

1 SOUTH ELEVATION

1 : 100A-7

2 PART EAST ELEVATION SOUTH END

NEW ALUM FRAME WINDOWS TO REPLACE EXISTING

NEW HM DOOR AND FRAME TO REPLACE EXISTING

OF

Stamp

4484

J.K.JEFFERYLICENCE

Stamp

1 : 50A-7

7 WINDOW ELEVATIONS

REVISIONS

# DESCRIPTION DATE

1 ISSUED TO TOWN FOR INFORMATION 14/10/162 Issued for Site Plan Amendment 28/10/163 ISSUED FOR TENDER 29/11/16

PD-16-81 R

E Site Plan Amendm



COMMITTEE: Finance and Corporate Services

COMMITTEE CHAIR: Deputy Mayor Anita Dubeau SUBJECT: Estimated 2016 Capital Carry Forward Projects and

Estimated 2016 Capital Taxation Surplus

REPORT HIGHLIGHTS Senior Managers have provided the Director of Finance/Treasurer with their input

related to their estimated 2016 Capital Carry Forward projects at year-end, as well as the anticipated capital spending forecasted to year-end.

At this time, the estimated 2016 Capital Carry Forward Projects total $5,089,019. Included in this carry forward total are 5 large/multi-year T&E capital projects that total $4,733,844.

At this time, the estimated 2016 Capital Taxation Surplus totals $45,672. The actual 2016 Capital Carry Forward Projects and 2016 Capital Taxation

Surplus will be finalized after all 2016 invoices have been received and processed and our year-end audit is complete.

RECOMMENDATION

THAT the Estimated 2016 Capital Carry Forward Projects and Estimated 2016 Capital Taxation Surplus Report be received for information.

BACKGROUNDSenior Management has provided their estimated 2016 capital carry forward projects. They have also provided anticipated capital spending forecasted to year-end. A summary is attached for information.

ANALYSIS Based on the capital spending forecast, the Capital Budget is anticipated to have a taxation surplus of $45,672.

The estimated 2016 Capital Carry Forwards total $5,089,019 and are broken down by Section as follows:

FINANCE & CORPORATE SERVICES $ 40,000TRANSPORTATION & ENVIRONMENTAL SERVICES $4,849,655RECREATION & COMMUNITY SERVICES $ 110,000PLANNING & DEVELOPMENT SERVICES $ 89,365TOTAL $5,089,019 *

Estimated 2016 Capital Carry Forwards Page 77 of 89


*Included in this total are 5 large, multi-year T&E projects totaling $4,733,844 (Main Street Reconstruction, Engineering & Streetscaping; Champlain Road; Thompsons Road West; STP Expansion; and Navy Lane Pump Station Upgrades)

The 2016 capital carry forwards and 2016 capital taxation surplus will be known when all 2016 invoices have been received, year-end accruals have been processed and our year-end audit has been completed in May 2017.

FINANCIAL IMPLICATIONS The 2016 Surplus Analysis Report will be presented to Committee of the Whole following the 2016 year-end audit.The Director of Finance/Treasurer will present recommended options as to the use of the 2016 year-end surplus.The 2016 Capital Carry Forwards will be presented to Committee of the Whole following the year-end audit. The 2017 Capital Budget will be amended to include the approved carry forwards and will be re-presented to Committee of the Whole for approval.

RISK MANAGEMENT Not associated with this report.

COMMUNICATION & MARKETINGNot associated with this report.

RELEVANT BACKGROUND REPORT(S)Not associated with this report.

SUSTAINABILITYFinancial responsibility contributes to financial sustainability which falls within the Economic Pillar of the Sustainability Plan.

STRATEGIC GOALS & OBJECTIVES It is a strategic goal & objective to be financially responsible, accountable and to optimize the use of financial resources in the delivery of services and the Town’s asset replacement program.

Prepared by: Carrie Robillard, CPA, CGA, Director of Finance/TreasurerReviewed by: Jeff Lees, CPA, CGA, Chief Administrative Officer COW Meeting Date: December 21, 2016Council Meeting Date: January 11, 2017

Electronic File Location: S:\Administration\F10 Financial Statements\F10 Interim Financial Statements\2016\

Estimated 2016 Capital Carry Forwards Page 78 of 89

2016 FORECASTED CAPITAL SPENDING TO YEAR-END

Acct Code CAPITAL PROJECT

ACTUAL YTD

Dec 13/16

2016

FORECAST

TO YEAR-

END

2017 CARRY

FORWARD

2016

ANNUAL

BUDGET

2016

EST.

CAPITAL

TAXATION

SURPLUS

2-4-1201-8000 ADMIN Computer Hardware Software 31,059 16,323 47,382 - 2-4-1202-8000 ADMIN Building Maintenance 13,323 4,000 30,000 12,677 Taxation2-4-1215-8000 ADMIN Phone & Network Upgrades 1,338 7,485 8,823 - 2-4-2011-8000 Pager Equipment Replacement 22,204 - 24,500 2,296 Taxation2-4-2012-8000 Radio Tower Enhancements Contribution 25,000 - 25,000 - 2-4-2013-8000 Hose & Nozzle Equipment Replacement 24,661 15,000 45,000 5,339 Taxation2-4-2015-8000 REPLACE PUMPER/RESCUE 175,000 - 175,000 - FINANCE & CORPORATE SERVICES 292,585 42,808 355,705 20,313

2-4-3027-8000 Street Sweeper Equip Replacement 246,002 53,998 300,000 - $53,998 Transfer from Reserve not required2-4-3057-8000 BRUNELLE SIDEROAD RESURFACING 38,242 36,711- 1,531 - ($36,711) Transfer from Reserve2-4-3117-8000 TRANSIT PROGRAM 139,278 53,638 192,916 - $53,638 Transfer to Reserve

2-4-3206-8000 New Vehicle-One ton Utilty Truck 52,440 12,560 65,000 - $12,560 Transfer from Reserve not required2-4-4301-8000 EQUIPMENT-Watermain Test Pump 4,711 - 5,000 - 2-4-4302-8000 Gilwood Station Upgrades 11,676 - 40,000 - 2-4-4304-8000 Peristaltic Pumps 10,599 - 10,000 - 2-4-4305-8000 Pipe Thawing Equipment 3,053 - 5,000 - 2-4-4306-8000 Sampling Pump Sentinel Wells - 8,000 8,000 - 2-4-4308-8000 Elevated Tank Safety Equip 9,552 - 10,000 - 2-4-4311-8000 Elevated Tank Exterior Clean 10,161 - 15,000 - 2-4-4317-8000 Payette Reservoir 306,225 106,225- 200,000 - Grant holdback to be received2-4-4328-8000 Replace Vehicles-Pick up Truck 84 39,657 - 45,000 - 2-4-4509-8000 Main St STP Lab Upgrades 1,276 33,724 35,000 - 2-4-4510-8000 Replace Sludge & Chopper Pumps Fox STP 23,546 - 25,000 - 2-4-4517-8000 Yard Hydrant Installs 3 Stns 8,611 - 30,000 - 2-4-4520-8000 New Vehicles-Half Ton Pick-Up Truck 30,979 - 30,000 - 2-4-4526-8000 HYDRASTAL SECONDARY PUMP 46,307 - 55,000 - 2-4-4528-8000 I&I REMOVAL SANITARY SEWER-NAVY&BECK 48,155 - 57,136 - TRANSPORTATION & ENVIRONMENTAL SERVICES 1,030,472 18,984 1,129,583 -

2-4-7107-8000 REPLACE ICE RESURFACER - 80,000 80,000 - 2-4-7150-8000 Curling Club Maintenance 9,145 - 10,000 - Transfer from Reserve not required2-4-7202-8000 Angels Entrance-Landscaping - - 5,000 - Donation/Grant not received2-4-7206-8000 PARK Fitness Equipment 20,251 18,000- - 2,251- $18,000 Donation; Deficit Taxation2-4-7228-8000 PLAYGROUND REPLACEMENT 60,002 - 60,000 2- Taxation2-4-7231-8000 Ecology Garden 4,500 500 5,000 - 2-4-7233-8000 Bocce 7,102 - 6,000 1,102- Taxation2-4-7235-8000 Rotary Park Trillium Sculptures 15,021 - - - Subsidies/Grants2-4-7236-8000 CHAMPLAIN INFRAST (FED GRANT) 176,437 - - - Subsidies/Grants2-4-7237-8000 CHAMPLAIN INFRAST (FED SUBSIDY) 357,500 - - - Subsidies/Grants

Estimated 2016 C

apital Carry Forw

ardsPage 79 of 89


ACTUAL YTD

Dec 13/16

2016

FORECAST

TO YEAR-

END

2017 CARRY

FORWARD

2016

ANNUAL

BUDGET

2016

EST.

CAPITAL

TAXATION

SURPLUS

2-4-7238-8000 CHAMPLAIN INFRAST (PROV SUBSIDY) 775,840 - - - Subsidies/Grants2-4-7401-8000 Leasehold Improvements 22,998 - 35,500 - Reserve tfr2-4-7402-8000 Equipment Purchases 12,431 - 10,500 - Reserve tfr2-4-7410-8000 LIB DEVELOPMENT - CHILDREN'S AREA 39,834 - - - Reserve tfr2-4-7664-8000 Dry Sprinkler System 33,000 - 33,000 - 2-4-7701-8000 Gazebo 27,028 - 29,190 - Wharf Rates2-4-7703-8000 Wharf Launch Ramp Kiosk - 30,000 30,000 - Wharf Rates2-4-7704-8000 Dock Rub Rail Repairs 5,088 - 5,839 - Wharf Rates2-4-7707-8000 Bldg R&M-Access Upgrades 2,971 15,029 18,000 - Wharf RatesRECREATION & COMMUNITY SERVICES 1,569,148 107,529 328,029 3,355-

2-4-8011-8000 Natural Heritage Study Update - 11,286 30,000 18,714 Taxation

2-4-8014-8000 Ojibwa Landing Visioning Exercise - - 10,000 10,000 Taxation Council did not approve to proceedPLANNING & DEVELOPMENT SERVICES - 11,286 40,000 28,714

45,672

ESTIMATED TAXATION CAPITAL

SURPLUS

CARRY FORWARD PROJECTS

2-4-2001-8000 Utility Vehicle - 40,000 40,000 2017 Carry Forward TaxationFINANCE & CORPORATE SERVICES - 40,000 40,000

2-4-3104-8000 PW Drainange Easement Lediard - 40,059 40,059 2017 Carry Forward - Taxation2-4-3350-8000 Thompsons Rd W Extension 663 559,950 560,613 2017 Carry Forward - DC's2-4-3386-8000 Champlain Rd Ph#2-4 2,557,997 638,433 3,196,430 2017 Carry Forward - Debt2-4-3089-8000 Main Street Streetscaping 13,196 2,861 16,057 2017 Carry Forward - Taxation

2-4-3392-8000 Main Street Reconstruction (Tfr) 220 2,221,291 2,221,511 2017 Carry Forward - $388,041 Taxation $1,833,250 Subsidy

2-4-4392-8000 Main Street Reconstruction (Tfr) 220 145,206 145,426 2017 Carry Forward Water Rates2-4-4592-8000 Main Street Reconstruction (Tfr) 220 196,104 196,324 2017 Carry Forward Sewer Rates2-4-3382-8000 Main Street Engineering - 4,338 4,338 2017 Carry Forward - Taxation2-4-4382-8000 Main Street Engineering - 19,940 19,940 2017 Carry Forward - Water Rates2-4-4582-8000 Main Street Engineering - 19,358 19,358 2017 Carry Forward Sewer Rates2-4-4300-8000 EQUIPMENT-SCADA Upgrades - 35,000 35,000 2017 Carry Forward - Water Rates2-4-4325-8000 Replace Water Meter Equip 2,748 2,856 5,604 2017 Carry Forward - Water Rates2-4-4525-8000 Replace Water Meter Equip 2,748 2,856 5,604 2017 Carry Forward Sewer Rates2-4-4504-8000 Septage Environmental Assessment 2,015 27,538 29,553 2017 Carry Forward Sewer Rates2-4-4515-8000 STP- PLANT EXPANSION & FINANCING 138,830 503,070 641,900 2017 Carry Forward Debt2-4-4519-8000 VFD Drive for STP - 7,500 7,500 2017 Carry Forward Sewer Rates2-4-4202-8000 Navy Lane Pump Station Upgrades 34,777 423,295 458,072 2017 Carry Forward Sewer RatesTRANSPORTATION & ENVIRONMENTAL 2,753,634 4,849,655 7,603,289

Estimated 2016 C

apital Carry Forw

ardsPage 80 of 89


ACTUAL YTD

Dec 13/16

2016

FORECAST

TO YEAR-

END

2017 CARRY

FORWARD

2016

ANNUAL

BUDGET

2016

EST.

CAPITAL

TAXATION

SURPLUS

2-4-7229-8000 Martin Valley Park & Trail - 60,000 60,000 2017 Carry Forward - $54k DC's $6k Taxation

2-4-7001-8000 Rec Studies- Asset Feasibility Study - 30,000 30,000 2017 Carry Forward Taxation2-4-7204-8000 Park Pavillions/Gazebos - 10,000 10,000 2017 Carry Forward Taxation2-4-7205-8000 PARKS Equipment-Security Surveillance - 10,000 10,000 2017 Carry Forward TaxationRECREATION & COMMUNITY SERVICES - 110,000 110,000

2-4-8019-8000 Shovel Ready OP/ZB Amendments - 6,168 6,168 2017 Carry Forward Taxation2-4-8021-8000 Streets Study (CR93) 3,372 1,628 5,000 2017 Carry Forward Taxation2-4-8200-8000 Main Street Enhancement - 25,942 25,942 2017 Carry Forward Taxation2-4-8203-8000 Signage Program - 3,252 3,252 2017 Carry Forward Taxation2-4-8012-8000 OP Update 47,625 22,375 70,000 2017 Carry Forward Taxation2-4-8016-8000 Zoning By-Law Update - 20,000 20,000 2018 Carry Forward Taxation2-4-8018-8000 Ojibwa Brownfield Study - 10,000 10,000 2017 Carry Forward DC's (Grant Applic)PLANNING & DEVELOPMENT SERVICES 50,997 89,365 140,362

GRAND TOTAL 5,696,836 180,607 5,089,019 9,746,968 ESTIMATED CAPITAL CARRY FORWARDS

2,609,096 Main St503,070 STP Expansion559,950 Thompsons Rd W638,433 Champlain Rd423,295 Navy Lane Pump Station Upgrades

4,733,844 Large/Multi-Year T&E Projects

Estimated 2016 C

apital Carry Forw

ardsPage 81 of 89


COMMITTEE: Finance and Corporate Services Section

COMMITTEE CHAIR: Deputy Mayor A. Dubeau SUBJECT: Sign By-law Ad-hoc Committee Review

REPORT HIGHLIGHTS The Sign By-law Ad-hoc Committee met on November 7, 2016 No changes are being recommended at this time.

RECOMMENDATION

THAT the Sign By-law (2013-86) remains in effect and unchanged.

AND THAT the Sign By-law Ad-hoc Committee be dissolved.

BACKGROUNDAt the meeting of June 8, 2016 Council requested the creation of an Ad-hoc committee to review the Sign By-law (2013-86). In 2013 the Sign by-law was given a full review and was drafted to allow for clear and consistent information when providing regulations and provisions to the public and provide Staff the ability to be able to properly administer the By-law. The 2013 By-law was written purposely to allow for more opportunities for those who make application to have signage; that is being requested within different Zoning areas throughout the community.

The Town of Penetanguishene’s Sign By-law is governed by such Acts and By-laws as the Building Code Act, Zoning By-law/Act and the County of Simcoe Sign By-law.

ANALYSIS The Sign By-law Ad-hoc Committee gave members of Council an opportunity to participate more directly in the Sign By-law review. The purpose of the committee was to assist the Town Clerk and Municipal Law Enforcement Officer (MLEO) with the Sign By-law revisions. In particular, this committee reviewed the sign by-law requirements and provisions for exemption including a review of the Sign By-law and the identification of areas in which the Sign By-law could be amended.

The Sign By-law Ad-hoc Committee consisted of Stacey Cooper (Town Clerk), Jillian Forbes (Municipal Law Enforcement Officer), Councillor B. Saunders, Deputy Mayor A. Dubeau, Mayor G. Marshall, Tracy Duval (Member of the Public), and Savannah Duval (Member of the Public). Town staff were unable to find a Downtown merchant who was available to attend the meeting of Monday November 7, 2016.

Sign By-law Ad-hoc Committee Review Page 82 of 89


The Ad-hoc Committee reviewed the history of the requests for amendments under the current by-law. The MLEO also provided information from neighbouring communities regarding requests for amendments under the sign-bylaw.

The Current 2013 Sign By-law history of Amendments vs Permits:

2014 – 44 Sign Permits were issued and 1 Sign Amendment2015 – 46 Sign Permits were issued 2 Sign Amendments2016 – 24 Sign Permits were issued 2 Sign Amendments

Based on the information provided and a full discussion, the Sign By-law Ad-hoc Committee determined that no changes to the Sign By-law were required at this time.

FINANCIAL IMPLICATIONSThe fees included in By-law 2013-86 serve to mitigate the cost of enforcement and administration relating to signs.

RISK MANAGEMENTRegulating signage allows the Town to account for the types of signage that can be utilized, where those signs may be placed, and allows the Town to require indemnification from liability where signs are posted on Town Property.

COMMUNICATION & MARKETINGNot applicable

RELEVANT BACKGROUND REPORT(S)Draft Sign By-law Review 2013 (Staff Report) – May 14, 2013

SUSTAINABILITYNot applicable.

STRATEGIC GOALS & OBJECTIVES It is a strategic goal of the Town to meet legislative and regulatory requirements. It is also a strategic goal to ensure the health and safety of the community through By-law enforcement.

Prepared by: Stacey Cooper, Town ClerkReviewed by: C. Robillard, CPA, CGA, Director of Finance/Treasurer


ATTACHMENTS: None.

Electronic File Location: S:\Clerk's Department\C01 By-laws\COW Staff Report Sign By-law Ad-hoc 2016.docx

Sign By-law Ad-hoc Committee Review Page 83 of 89

https://penetanguishene.civicweb.net/FileStorage/D75CBD11375A4A9F888F330437016D77-FCS%20Report-%20Sign%20By-law%20Public%20Review%20final.doc


COMMITTEE: Finance & Corporate Services Section

COMMITTEE CHAIR: Deputy Mayor Anita Dubeau SUBJECT: Request for a Reduction of a Large Water Consumption

Charge

RECOMMENDATION

THAT the Request for a Reduction of a Large Water Consumption Charge be approved in the amount of $325.08.

INTRODUCTIONAs per the Town’s Water Regulation By-law #2015-70, it is ultimately the owner’s responsibility to provide the maintenance of internal plumbing and underground services. However, as per Schedule C, the By-law provides for Requests for a Reduction of a Large Water Consumption Charge if the following criteria are met:

A written appeal must be received within 30 days of the date of the water bill; The total bill for the quarter must exceed $400; Large water consumption must be due to an identified special circumstance or

inexplicable and unreasonable spikes in consumption; Large water consumption identified should be corrected in the next quarter so the

spike in consumption is not ongoing; Any assistance offered is limited to the consumption charges that exceed the

$400 threshold.The request from the owner of 35 Levi Simon Trail meets the above criteria.

ANALYSIS The property owner of 35 Levi Simon Trail is requesting that the Town credit her utility account for part of the bill. The property owner contacted the Town when she received the Quarterly Utility Bill for July 1st – Sept 30th. The property is occupied by tenants. The property owner has had a plumber address the problem. See correspondence attached. It was determined that there had been a leak in a pipe inside the bathroom wall. The water leaked into the basement which is a crawl space under the house. Since the water went into the basement and not into the sewer, the owner is requesting that a portion of the bill be reimbursed.

The quarterly bill for the period of the leak was $725.08. Previous quarterly bills have ranged from $172.00 to $202.00.

Based on the above analysis, it is recommended that a reduction of $325.08 is approved by Council. The credit was calculated as follows:

Total quarterly utility bill of $725.08 - $400 threshold = $325.08 reduction

Request for Utility Reduction Page 84 of 89


BUDGETARY IMPLICATIONSApproving this request would reduce 2016 Water & Wastewater revenues by the amount of the reduction.

RISK MANAGEMENTThere are no risk management issues.

COMMUNICATION & MARKETINGA response letter advising the property owner of Council’s decision will be sent to the property owner.

SUSTAINABILITYOptimizing revenues and financial sustainability for user pay systems supports the economic pillar of the Sustainability Plan.

STRATEGIC GOALS & OBJECTIVES It is a strategic goal of the Town to administer By-laws and provisions for appeals within those By-laws in a fair and equitable manner.

Prepared by: D.Lacroix, Tax Collector/Utility Billing ClerkReviewed by: C.Robillard, CPA, CGA, Director of Finance/Treasurer


Electronic File Location: S:\Administration\F21 Fees & Charges\Utility Billing\





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