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Schedule ‘B’ Municipal Class Environmental AssessmentPotable Water Storage –Town Meeting: Phase 1 Status Update
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Schedule ‘B’ Municipal Class Environmental AssessmentPotable Water Storage Town Meeting: Phase 1 Status UpdateJ.L. Richards & Associates LimitedSarah Gore, P.Eng., Project Manager
Date: November 6, 2017JLR No.: 27613-000.1
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Schedule ‘B’ Municipal Class Environmental AssessmentPotable Water Storage –Town Meeting: Phase 1 Status Update
Purpose of this Study
Overview of the Class EA Process
Town of Smiths Falls Water System
Existing Elevated Potable Water Storage Tank
Planning Projections
Population and Water Demand Projections
Storage Projections
Phase 2 – Identification of Alternative Solutions
Next Steps / Closing Remarks
Outline
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Schedule ‘B’ Municipal Class Environmental AssessmentPotable Water Storage –Town Meeting: Phase 1 Status Update
Purpose of Study
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• A 2016 inspection report for the Town’s elevated potable water storage tank suggested a number of upgrades are required to address structural, coating, and safety deficiencies and to bring the tank into compliance with the National Building Code and Ontario Building Code
• The tank, at 90+ years, is approaching it’s intended service life based on industry standards (80-100 years)
• Growth pressures in the Town’s Official Plan
• Town is considering permanent upgrades to its potable water storage system to ensure the continued provision of safe drinking water to meet future needs
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Schedule ‘B’ Municipal Class Environmental AssessmentPotable Water Storage –Town Meeting: Phase 1 Status Update
The Ontario Environmental Assessment (EA) Act, R.S.O., 1990 requires that projects corresponding to municipal infrastructure projects, including roads, water, and wastewater projects follow an approved planning process set out in the Municipal Class EA document prepared by the Municipal Engineers Association (October 2000, amended in 2015). The Municipal Class EA process follows five phases (Phase 1 through Phase 5). The phases requiring completion depend on the ‘Schedule’ of the project.
Class EA Process
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Town of Smiths Falls Schedule ‘B’ Class EA Potable Water Storage
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Schedule ‘B’ Municipal Class Environmental AssessmentPotable Water Storage –Town Meeting: Phase 1 Status Update
Class EA Process: Status
Phase 1 Phase 2 Master PlanIdentification of Problem or Opportunity
Evaluation of Alternative Solutions and Identification of Recommended Solutions
Selection of Preferred Solutions Following Consultation Activities
Notice of Study Commencement
Issued August, 2017
Public Information Centre No. 1
December, 2017
Notice of Study Completion
January, 2018
Ongoing Public and Agency Consultation
throughout Study
WE ARE HEREPhase 1 (to Oct. 2017)
• Population and growth projections• Update existing water model• Draft Phase 1 Report• Town Meeting to Review Phase 1• Finalize Phase 1 Report
Phase 2 (to Jan, 2019)
• Assess alternative solutions• Run model under various future scenarios• Draft Phase 2 Report• Public Information Centre and Town Meeting• Schedule B Report• 30-day Public Review 5
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Schedule ‘B’ Municipal Class Environmental AssessmentPotable Water Storage –Town Meeting: Phase 1 Status Update
~ 9,130 serviced population
14,000 m3/day dissolved air floatation (DAF) Water Treatment Plant (new 2010)
945 m3 elevated potable water storage tank
~ 60 km of watermain piping
Town of Smiths Falls Water System
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Schedule ‘B’ Municipal Class Environmental AssessmentPotable Water Storage –Town Meeting: Phase 1 Status Update
Existing Elevated Potable Water Storage Tank
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• 945 m3 (420 m3 ‘usable’ storage)
• The 2016 inspection report identified that the capital cost of repairing/refurbishing existing tank is significant
• Recent emergency repair work undertaken by Landmark in August, 2017 to repair two separate leaks on the riser
• High potential for increased frequency of unplanned and costly repairs, and disruption to consumers
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Schedule ‘B’ Municipal Class Environmental AssessmentPotable Water Storage –Town Meeting: Phase 1 Status Update
Planning Projections (20-Year Design Period)
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In accordance with Official Plan:
• Annual Growth Rate: 0.78%
• 25% in targeted growth areas
• 787 people draft approved subdivision (south between railway and Broadview Avenue W)
• Remaining will be infill and intensification
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Schedule ‘B’ Municipal Class Environmental AssessmentPotable Water Storage –Town Meeting: Phase 1 Status Update
Population and Water Demand Projections
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Parameter 2017 2037 Build-Out
Residential Population 9,130 10,679 14,601
Equivalent Service Population* 11,521 13,475 18,425
Average Day Demand (m3/d) 6,253 7,313 10,000
Maximum Day Demand (m3/d) 11,255 13,164 18,000
Peak Hour Demand (m3/d) 16,883 19,746 27,000* Equivalent service population is a “residential equivalent” that considers institutional, commercial and industrial contributors
Design basis for storage requirements
Build-out Approach:
• 2010 WTP was designed with provisions for a build-out capacity of 18,000 m3/d (after upgrades)
• To maintain continuity, potable water storage build-out review will be based on a projected maximum day demand of 18,000 m3/d.
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Schedule ‘B’ Municipal Class Environmental AssessmentPotable Water Storage –Town Meeting: Phase 1 Status Update
Storage Projections
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• Total storage capacity is significantly lower than current and future MOECC recommendations.
Low Water Level or 20 psi
Fire Storage (A)+
Emergency Storage (C)
Equalization Storage (B)
Top Water Level
Location of Usable Storage Usable StorageElevated Tank (m3) 420
Reservoir at WTP (m3) 1,400
Total (m3) 1,820
Parameter 2017 2037 Build-OutA – Fire Storage (m3) 2,211 2,510 3,873
B – Equalization Storage (m3) 2,814 3,291 4,500
C – Emergency Storage (m3) 1,256 1,450 2,093
Total Storage Recommended (m3) 6,281 7,251 10,466
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Schedule ‘B’ Municipal Class Environmental AssessmentPotable Water Storage –Town Meeting: Phase 1 Status Update
Problem/Opportunity Statement
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“The Town of Smith’s Falls owns and operates a communal potable water supply system for the Town, including the Township of Montague (AtirontoSubdivision), that generally consists of a new (2010) surface water treatment plant, an elevated potable water storage tank and a dedicated distribution system. While the system has been operating in accordance with all applicable legislation and is generally achieving all required water quality standards, the Town does not currently meet potable water storage requirements as defined by the Ministry of the Environment and Climate Change. Notwithstanding this, the Town’s current elevated potable water storage tank, at 90 years old, is in need of refurbishment or replacement and therefore the Town is in need of a solution that will address water storage constraints now and for the next 20 years and beyond.”
System is generally achieving all required water quality standards
System does not meet potable water storage requirements as defined by the MOECC
Approx. 4 hours available during current maximum day demands
Elevated potable water storage tank (90 years old) is in need of refurbishment or replacement
A potable water storage solution is needed for the next 20 years and beyond
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Schedule ‘B’ Municipal Class Environmental AssessmentPotable Water Storage –Town Meeting: Phase 1 Status Update
Configuration
Location
Approach
Phase 2 – Identification of Alternative Solutions
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Maintain Existing Tower + Construct New
Storage
Decommission Existing Tower + Construct New
Storage
Do Nothing
At Existing Water Tower
At New Location
At Existing Water Treatment Plant
Below Grade Reservoir and
Pumping Station
At Grade Reservoir and
Pumping Station
Elevated Storage Tank
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Schedule ‘B’ Municipal Class Environmental AssessmentPotable Water Storage –Town Meeting: Phase 1 Status Update
Next Steps
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Milestone SchedulePhase 1:
Finalize Phase 1 Report November, 2017
Phase 2:Evaluate Alternative SolutionsIdentify a Preferred Alternative
Public Information Centre and Town MeetingFinalize Schedule B Report
November, 2017
December, 2017
30-day Public Review:Post Schedule B Report January, 2018
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Schedule ‘B’ Municipal Class Environmental AssessmentPotable Water Storage –Town Meeting: Phase 1 Status Update
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Thank you!
Contact Information:J.L. Richards & Associates [email protected]
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