Executive summary

Who

The Regional Municipality of York

What

Ministry Review of an Environmental Assessment for the proposed undertaking, the Upper York Sewage Solutions (UYSS), which includes three integrated components:

  • A water reclamation centre treating 40 megalitres per day of wastewater to produce a) clean treated water for discharge to the East Holland River and b) reclaimed water for various applications;
  • A project-specific phosphorous off-setting program. Seven existing stormwater management ponds in the Towns of Aurora, East Gwillimbury and Newmarket would be retrofitted to maximize phosphorus capture, a new pond would be constructed in the Town of Georgina, and low impact development technologies would be installed in the Town of Newmarket; and
  • Modifications to the existing York Durham Sewage System: wastewater would be conveyed by a new forcemain adjacent to the existing York Durham Sewage System, a second new forcemain would convey wastewater from the existing Newmarket and Bogart Creek Pumping Stations to the first new forcemain, and connections from the Newmarket and Bogart Creek Pumping Stations to the new forcemains for treatment and discharge to Lake Ontario would be constructed.

When

EA submitted: July 25, 2014.

Where

The study area for the UYSS project extends to areas in the Towns of Aurora, East Gwillimbury, Georgina, Newmarket and Whitchurch- Stouffville (see figure 1). From the north to south the study area extends between Cook’s Bay and St. John’s Sideroad, and from west to east the study area extends between Bathurst Street and Woodbine Avenue. South of Green Lane the west to east study area narrows to just west of Yonge Street and just east of Leslie Street.

Why

The purpose of the undertaking is to develop a sustainable sewage servicing solution to accommodate the provincially-approved growth forecasts for an area in York Region including portions of the Towns of Aurora, East Gwillimbury, and Newmarket.

Conclusions

The Ministry Review concludes that the Environmental Assessment was prepared in accordance with the approved amended Terms of Reference and contains sufficient information to assess the potential environmental effects of the proponent’s undertaking. The Environmental Assessment demonstrated that York Region will be able to meet the objectives set out in the Lake Simcoe Protection Act, the Lake Simcoe Protection Plan and the Phosphorous Reduction Strategy. Most of the issues raised by Aboriginal communities and the Government Review Team during the EA process were addressed in the EA. Conditions are being considered to address the remaining concerns regarding Aboriginal community consultation, and reinforce York Region’s commitments regarding phosphorus offset facility monitoring and pilot testing of the reverse osmosis concentrate.

Public record locations

The public record for this environmental assessment can be reviewed during normal business hours at the following ministry office:

Ministry of the Environment and Climate Change
Environmental Approvals Branch
135 St.Clair Avenue West, 1st Floor
Toronto, Ontario M4V 1P5
Voice: 416-314-8001 / 1-800-461-6290
Fax: 416-314-8452

The Review and Notice of Completion are also available at the following locations:

Ministry of the Environment and Climate Change
Central Region
5775 Yonge Street
Toronto, Ontario M2M 4J1
Phone: 416-326-6700
Fax: 416-326-6345

Ministry of the Environment and Climate Change
York Durham District Office
230 Westney Rd South, 5th Floor
Ajax, Ontario L1S 7J5
Phone: 905-427-5600 / 1-800-376-4547
Fax: 905-427-5602

Administrative Centre Clerk’s Office
The Regional Municipality of York
17250 Yonge Street
Newmarket, Ontario L3Y 6Z1
Phone: 905-830-4444 ext. 71320
Email: regionalclerk@york.ca

Copies are also available for viewing at offices of:

Town of Newmarket Clerk’s Office
395 Mulock Drive
P.O. Box 328 Station Main
Newmarket, Ontario L3Y 4X7
Phone: 905-895-5193

Town of Aurora Clerk’s Office
100 John West Way, Box 1000
Aurora, Ontario L4G 6J1
Phone: 905-727-1375 / TTY: 905-726-4766
Fax: 905-726-4731
Email: info@aurora.ca

Town of East Gwillimbury Clerk’s Office
19000 Leslie Street
Sharon, Ontario L0G 1V0
Phone: 905-478-4282
Fax: 905-478-2808
Fax: 905-478-8545
Email: customerservice@eastgwillimbury.ca

Town of Georgina Clerk’s Office
26557 Civic Centre Rd, RR 2
Keswick, Ontario L4P 3G1
Phone: 905-476-4301 / 705-437-2210
Fax: 905-476-8100
Email: info@georgina.ca

UYSS Project Office
1195 Stellar Drive, Unit 1
Newmarket, Ontario L3Y 7B8
Phone: 905-830-5656
Fax: 905-830-0176
Website: www.uyssolutions.ca

Making a submission

A six-week public review period ending February 26, 2016 will follow publication of this Review. During this time, any interested parties can make submissions about the proposed undertaking, the environmental assessment or this Review. Should you wish to make a submission, please send it to:

Director
Environmental Approvals Branch
Ministry of the Environment and Climate Change
135 St. Clair Avenue West, 1st Floor
Toronto, Ontario M4V 1P5
Fax: 416-314-8452

Re: Upper York Sewage Solutions EA

Attention: Dorothy Moszynski, Project Officer (A)

Under the Freedom of Information and Protection of Privacy Act and the Environmental Assessment Act, unless otherwise stated in the submission, any personal information such as name, address, telephone number and property location included in all submissions become part of the public record files for this matter and can be released if requested.

Environmental assessment process

Environmental Assessment (EA) is a proponent driven planning process designed to incorporate the consideration of the environment into decision-making by assessing the effects of an undertaking on the environment. In Ontario, the Environmental Assessment Act (EAA) sets out the general contents for the preparation of an EA, as well as the ministry’s evaluation process. For those proponents and undertakings subject to the EAA, approval under the EAA is required before the undertaking can proceed.

Proponents address a wide range of potential effects on the natural, social, cultural and economic environments to ensure the protection, conservation and wise management of the environment. An EA determines, on the basis of the environmental effects, if an undertaking should proceed, and if so, how environmental effects can be managed.

EAs may identify a problem or opportunity, consider alternative ways of addressing the problem or opportunity, evaluate the environmental effects of the alternatives and select a preferred undertaking from the alternatives. The proponent must consider actions to avoid, reduce and mitigate potential environmental effects. In preparing the EA, the proponent completes various studies and consults with interested stakeholders including government agencies, the public and affected Aboriginal communities to evaluate the alternatives and determine the preferred undertaking. Once the undertaking is approved, the proponent is required to monitor to demonstrate compliance with standards, regulations and the EAA approval.

1.1 Terms of reference

Preparing an EA is a two-step application to the Minister of the Environment and Climate Change (Minister). The first step requires the proponent to prepare and submit a Terms of Reference (ToR) to the Ministry of the Environment and Climate Change (ministry) for review and approval. The ToR is the work plan or framework for how the EA will be prepared.

York Region prepared a ToR that was approved by the Minister on March 11, 2010. Prior to approving the UYSS ToR, the Minister amended the ToR to require York Region to consider innovative wastewater treatment technologies when assessing alternatives to the undertaking and alternative methods of carrying out the undertaking.

The ToR set out how York Region would assess alternatives, assess environmental effects and consult with the public during the preparation of the EA. The ToR established the process York Region would follow to assess alternatives to the proposed undertaking and alternative methods for carrying out the proposed undertaking, and to identify mitigation measures in the EA to address net effects of the preferred undertaking. The ToR also outlined a consultation plan for the EA process.

1.2 Environmental assessment

Once the ToR is approved by the Minister, the proponent can proceed to the second step of the EA process and carry out the EA. The EA must be prepared in accordance with the approved ToR and the requirements of the EAA. Once the proponent has carried out the EA, including consultation, the EA is submitted to the ministry for review and approval.

York Region made a draft UYSS EA available to the Government Review Team and all previously notified Aboriginal communities and the public on February 18, 2014; six weeks prior to the formal submission of the UYSS EA.

On July 25, 2014, York Region submitted the UYSS EA to the ministry for approval for the proposed undertaking: a water reclamation centre, a project-specific phosphorous off-setting (POS) program, and modifications to the existing York Durham Sewage System. The EA comment period ended on September 12, 2014.

The EA was circulated for review to a Government Review Team. The Government Review Team, including federal, provincial and local agencies, reviewed the EA to ensure that the information and conclusions of the EA were valid, based on each agency’s mandate. The public and Aboriginal communities also had an opportunity to review the EA and submit their comments to the ministry. All comments received by the ministry are considered by the Minister before a decision is made about the EA undertaking.

1.3 Ministry review

The EAA requires the ministry to prepare a review of the EA, known simply as the Ministry Review (Review). The Review is the ministry’s evaluation of the EA. The purpose of the Review is to determine if the EA has been prepared in accordance with the approved ToR and therefore meets the requirements of the EAA, and whether the evaluation in the EA is sufficient to allow the Minister to make a decision about the proposed undertaking.

The Review outlines whether the information contained in the EA supports the recommendations and conclusions for the selection of the proposed undertaking. Ministry staff, with input from the Government Review Team (GRT), evaluate the technical merits of the proposed undertaking, including the anticipated environmental effects and the proposed mitigation measures. The Review also provides an overview and analysis of the public, agency and Aboriginal community comments on the EA and the proposed undertaking.

The Minister of the Environment and Climate Change considers the conclusion of the Review when making a decision; the Review itself is not the EA decision making mechanism. The Minister’s decision will be made following the end of the five-week Review comment period. The Minister’s decision is subject to the approval of the Lieutenant Governor in Council.

The Review comment period allows the GRT, the public and Aboriginal communities to see how their concerns with the EA and the proposed undertaking have been considered. During the Review comment period, anyone can submit comments on the EA, the undertaking and the Review. In addition, anyone can request that the Minister refer the EA, or any matter relating to the EA, to the Environmental Review Tribunal for a hearing if they believe that there are significant outstanding environmental effects that the EA has not addressed. Requests for a hearing can only be made during this comment period. The Minister will consider all requests and determine if a hearing is necessary.

A Notice of Completion of the Review was published indicating that this Review has been completed and is available for a five-week comment period. Copies of the Review have been placed in the same public record locations where the EA was available, and copies have been distributed to the GRT members and potentially affected or interested Aboriginal communities. Those members of the public who submitted comments during the EA comment period have also received copies of the Review.

The proposed undertaking

2.1 Background

Historical context

In the 1960s the Ontario Water Resources Commission, a former agency of the ministry, undertook a wastewater servicing study in York and Durham Regions in response to concerns about the quality of watercourses. The study demonstrated the need for a new wastewater system to service anticipated growth in both regions. The major issue at that time was the excess phosphorus present in water bodies which was having a negative impact on fish and other aquatic species.

In response to recommendations contained in the study, the York Durham Sewage System, including the Duffin Creek Water Pollution Control Plant was built by the ministry in the late 1970s and early 1980s. Constructing the York Durham Sewage System allowed for the decommissioning of twelve local wastewater treatment facilities in York and Durham Regions, resulting in a significant improvement in water quality in watercourses such as the Rouge River, Humber River, Don River, and Duffins Creek.

York Durham Sewage System today

The York Durham Sewage System presently consists of a network of trunk sewers, pump stations, and forcemains that convey sewage from the Towns of Whitchurch- Stouffville, Newmarket, Aurora, Richmond Hill, Ajax, and the Cities of Markham, Vaughan, Pickering, and King City, to the Duffin Creek Water Pollution Control Plant in the City of Pickering, for treatment and discharge to Lake Ontario. The Duffin Creek Water Pollution Control Plant is jointly owned and operated by York and Durham Regions. York Region owns and operates the trunk sewer network that receives sewage from local municipal collection systems.

To accommodate growth in the UYSS service area, the Regions of Durham and York undertook a Class Environmental Assessment to expand the Duffin Creek Water Pollution Control Plant which was completed in 2007 and resulted in the Water Pollution Control Plant having a current approved capacity of 630 megalitres per day. However, the Duffin Creek Water Pollution Control Plant capacity is restricted to 540 megalitres per day pending the outcome of the Class Environmental Assessment Addressing Capacity Limitations at the Duffin Creek Water Pollution Control Plant Outfall project initiated in 2010. The Part II Order requests received for this outfall project are currently under review by the ministry, and being considered independently of this EA process.

The York Durham Sewage System offers many environmentally-sustainable features such as the use of gravity sewers which require less energy to operate; no combined storm and sanitary sewers which minimizes peak flow events within the system; and no bypassing capabilities which prevents untreated sewage flowing directly into Lake Ontario.

Sewage servicing in the UYSS service area is currently provided through local sewers connecting to the existing York Durham Sewage System to the Towns of Aurora and Newmarket. The Holland Landing Water Pollution Control Plant services the Town of East Gwillimbury and a portion of Holland Landing. The Holland Landing, Queensville, Sharon Wastewater Infrastructure Class EA Review and Addendum completed in 2007 recommended a trunk sewer system be constructed to collect wastewater from these communities to be conveyed through the York Durham Sewage System to the Newmarket Pumping Station. This trunk sewer is currently under construction.

The Holland Landing Water Pollution Control Plant will be decommissioned by York Region following the implementation of the proposed undertaking, as the lagoons will no longer be required for sewage servicing. The lagoons will be converted to habitat- providing wetlands.

York Region has pursued water efficiency programs since 1998 and worked to reduce the inflow and infiltration (I/I) of stormwater and groundwater into the York Durham Sewage System as part of an overall objective of water conservation and environmental protection. York Region’s “Water for Tomorrow” report card completed in 2014 states that the approximate overall savings since inception of the program is 26 million litres of water each day.

Study area

The study area for the Upper York Sewage Solutions project extends to areas in the Towns of Aurora, East Gwillimbury, Georgina, Newmarket and Whitchurch-Stouffville (see figure 1). The UYSS service area is located in the Lake Simcoe watershed, which is part of the Lake Huron watershed.

Urban areas occupy the central portion of the study area with agricultural/rural land uses and natural environment features occurring predominantly in the northern third and southeastern limits. There are a number of significant natural heritage designations within the preliminary study area or immediately adjacent to it.

Servicing projections

To manage and direct population growth, the Province of Ontario enacted the Places to Grow Act (2005) and released the Final Growth Plan for the Greater Golden Horseshoe in 2006 (the Growth Plan). In York Region, the Growth Plan established a 2031 population forecast of 1.5 million and an employment forecast of 780,000. As a result, York Region identified the need for additional sewage capacity to service forecasted growth to 2031 in the UYSS service area.

The projected wastewater volumes generated for each municipality in the UYSS service area to the year 2031 were calculated based on the service area unit wastewater generation rates, including an allowance for I/I and population projections. Population and employment projections were determined based on the York Region Official Plan, which was approved by the Ministry of Municipal Affairs and Housing on September 7, 2010. York Region has completed the UYSS EA to provide a sewage servicing capacity of 47.2 megalitres per day Annual Average Daily Flow to service the forecasted growth to 2031.

Lake Simcoe legislation

To protect and manage the sensitive Lake Simcoe watershed and associated watercourses, the Province of Ontario introduced the Lake Simcoe Protection Act in December 2008. This Act enabled establishment of the Lake Simcoe Protection Plan in June 2009. One of the targets identified in the Plan is to reduce total phosphorus loadings to achieve a dissolved oxygen level of 7 milligrams per litre (mg/L) in Lake Simcoe. In other words, the current annual phosphorus loading of 72 tonnes must be reduced to 44 tonnes to reach this target.

The ministry, in collaboration with other stakeholders, developed the Lake Simcoe Phosphorus Reduction Strategy which was finalized in June 2010. The strategy is designed to achieve proportional reductions from major contributing sources of phosphorus to Lake Simcoe. The strategy provides a baseline compliance load to be applied to each Water Pollution Control Plant starting in 2015. The baseline compliance load for the Queensville/Holland lagoons, to be achieved by 2015 or the next expansion, is 124 kilograms per year (kg/yr). The total load for Lake Simcoe is 6,995/7,216 kg/yr by 2015.

2.2 Description of the proposed undertaking

The proposed undertaking is composed of the following three integrated components:

  • Water Reclamation Centre: a water reclamation centre, with advanced treatment technologies and associated infrastructure, to treat wastewater from East Gwillimbury and the northern portion of Newmarket (see figure 2). The water reclamation centre will produce clean treated water for discharge to an outfall at the East Holland River (see figure 3) and reclaimed water for applications to be identified in the future, which may include agricultural, municipal, or commercial applications. The preferred site for the proposed water reclamation centre is WH1West which is located on 2nd Concession, one kilometre north of Queensville Sideroad in East Gwillimbury.
  • Project-specific Phosphorus Offsets Program: Project-specific phosphorous offsets will be implemented to maintain the total phosphorous load of 124 kg/yr as currently allocated to the existing Holland Landing Water Pollution Control Plant, which would be decommissioned when the undertaking is complete. The proposed project-specific phosphorous offsets program consists of retrofitting seven existing stormwater management ponds, developing a new stormwater management pond, and installing Low Impact Development technologies within an existing stormwater catchment area (see figure 4). Overall, the proposed offsets will improve the water quality and supplement baseflows in the downstream watercourses that ultimately flow into Lake Simcoe.
  • Modifications to the Existing York Durham Sewage System: wastewater from Aurora and the remainder of Newmarket would be conveyed by a new forcemain adjacent to an existing York Durham Sewage System forcemain, to link to the existing York Durham Sewage System for treatment and discharge to Lake Ontario (see figure 5). A second new forcemain would be constructed to convey wastewater from the existing Bogart Creek Pumping Station to the new Newmarket forcemain. Modifications would be made to the Newmarket and Bogart Creek Pumping Stations to connect the new forcemains for treatment at the Duffin Creek Water Pollution Control Plant and discharge to Lake Ontario. These modifications will also provide additional system reliability during high flow conditions.

If EAA approval is granted, York Region would be required to complete the proposed undertaking in accordance with the terms and provisions outlined in the EA, and any conditions of approval. In addition, York Region must obtain all other legislative and regulatory approvals it may require for the undertaking.

Construction timing

York Region plans to implement the UYSS in three steps: 1) detailed design and permitting; 2) tendering and construction; and 3) operation. The detailed design and permitting associated with all three components of the undertaking is expected to be completed by the end of 2016. Tendering and construction for the water reclamation centre is expected to be completed between 2020 and 2024, between 2020 and 2022 for the project-specific phosphorus offsets program, and between 2017 and mid-2019 for the York Durham Sewage System modifications. The projected operational start-up for the water reclamation centre, the project-specific phosphorous offsets program and the York Durham Sewage System modifications are end of 2024, 2022 and 2019, respectively. All three components are anticipated to be operational to 2031.

The reclaimed water infrastructure, such as the pumping and bulk loading stations, will be included in the detailed design undertaken for the water reclamation centre but will not be constructed until reclaimed water customers have been confirmed and contracted, after which detailed design, construction and operation of the reclaimed water distribution system will be undertaken. An operational start-up date has not been identified.

Figure 1

A map of the study / service areas and their location within the boundaries of the Regional Municipality of York, dated June 24, 2014. The map also shows the proposed Water Reclamation Centre Site and Stormwater Management Retrofit locations, as well the existing pumping stations and sewage systems.

Figure 2

Site plan of the proposed Water Reclamation Centre, dated July 2014. The proposed site is adjacent to a hydro corridor and the future approved Bradford Bypass.

Figure 3

A site plan of the proposed Outfall Channel, dated July 2014. It shows the property lines, proposed easement location, and treated water outfall sewer running parallel to Queensville Sideroad.

Figure 4

A map of the proposed Urban Stormwater Management Retrofit Opportunities (Phosphorous Off-Setting Program), dated July 2014. It shows proposed development locations in relation to the service / study areas, municipal and regional boundaries, subwatershed boundary, forested areas, and protected countryside.

Figure 5

A map of the preferred route for York Durham Sewage System Modifications, dated July 16, 2014. The map shows construction methods for each section of the route, as well as features such as rivers, forests, wetlands, trails, utility lines, and rail lines.

Results of the ministry review

The Review provides the analysis of the EA. The Review is not intended to summarize the EA, nor present the information found in the EA. For information on the decision making process, refer to the EA itself. The EA and supporting documentation outlines the EA planning process and demonstrates how the proponent has selected the preferred undertaking and made the final decision.

3.1 Conformance with ToR and EAA

3.1.1 Ministry analysis

The ministry coordinated an analysis of the EA with the GRT that, in part, looked at whether the requirements of the ToR have been met. The ministry has concluded the EA followed the framework outlined in the ToR, and has addressed the commitments made in the ToR. In addition, the EA has satisfied the requirements of the EAA.

Appendix A summarizes this analysis and identifies how the ToR requirements have been addressed in the EA.

3.1.2 Consultation

One of the key requirements of the EAA is pre-submission consultation completed during the preparation of the EA. This consultation is the responsibility of the proponent and must be taken prior to the submission of the EA and in accordance with the consultation plan outlined in the ToR.

Once the EA is submitted to the ministry, additional ministry driven consultation occurs during the EA comment period. The Government Review Team (GRT), the public and affected Aboriginal communities are provided with the opportunity to review the EA and to submit comments to the ministry on whether the requirements of the ToR had been met, on the EA itself and on the proposed undertaking. All comments received by the ministry during the EA comment period were forwarded to York Region for a response. Summaries of all comments received along with York Region’s responses are included in Tables 1-3. Copies of the submissions are also available in Appendix B.

Government Review Team

Consultation with the Government Review Team was conducted throughout the EA process. This included pre-submission discussions; technical meetings with ministry staff, the Review Agency Advisory Committee, and key members of the Government Review Team; and providing an opportunity to review the draft EA. Many of the comments provided on the draft EA were incorporated into the final EA. A summary of the comments provided on the draft EA and York Region’s responses can be found in Section 7 of the EA.

York Region established a Review Agency Advisory Committee, comprised of the Ministry of the Environment and Climate Change, the Ministry of Municipal Affairs and Housing, the Lake Simcoe and Toronto and Region Conservation Authorities, and the Towns of Georgina, Aurora, East Gwillimbury, Newmarket, Richmond Hill and Whitchurch-Stouffville, to provide an opportunity for agencies with regulatory authority and representatives of local municipalities to have focused in-depth discussions. A Review Agency Advisory Committee Roles and Responsibilities document was established to guide the mandate of the Committee.

Members of the Government Review Team were provided copies of the final EA for their review during the seven-week comment period. Comments on the final EA were received by the ministry, the Ministry of Natural Resources and Forestry, the Ministry of Transportation, the Town of Georgina, York Region Public Health, and Hydro One. The Ministry of Tourism, Culture and Sport, the Town of Aurora and York Region Emergency Medical Services had no further comments or concerns with the proposed undertaking.

All comments received by the ministry were forwarded to York Region for a response. A summary of the comments and York Region’s responses can be found in Table 1 of this Review.

Public consultation

York Region used a variety of consultation methods to consult with the public including: community and individual meetings; public meetings, which included Public Information Forums, Workshops, and Open Houses; and maintained a project office, and a project website.

York Region established a Community Liaison Forum to provide an opportunity for in- depth discussions of project issues with a representative group of interested participants. The Forum was comprised of local residents, property owners, association representatives and business and community leaders.

The UYSS project office was opened in March 2009 to provide interested stakeholders the option of dropping in during business hours to speak with the project team about the undertaking. Tuesday Talks were held at the project office the first Tuesday of each month from spring 2010 until winter 2014. Between May 2010 and January 2014 a total of nine public meetings were held.

Notifications were provided in advance of each Public Information Forum. Invitations were sent to the Government Review Team, Review Agency Advisory Committee, and potentially interested Aboriginal communities via direct mail or email. As required by the approved amended ToR, York Region published its Notice of Commencement, notices of Public Information Forums and submission of the EA in local newspapers and updated the project website at various points during the development of the EA.

York Region made copies of the draft EA and its supporting documents available to members of the public for comment. The Notice of Submission of the final EA was published on July 10, 2014 in the Newmarket Era, the East Gwillimbury Express, and the Georgina Advocate. A contact database was maintained throughout the EA process.

One letter was received from a member of the public on the EA report. Overall support was expressed for the water reclamation centre. Some suggestions were made regarding reducing/reusing the cake sludge by-product, and concerns were raised which are discussed in Section 3.3.1 of this Review. This comment is documented in Table 3.

Aboriginal community consultation

In addition to the EAA requirement that interested persons be consulted, proponents are required to consult with aboriginal communities who have credibly asserted or established aboriginal or treaty rights that may potentially be negatively impacted by the proposed undertaking.

York Region developed a list of potentially impacted Aboriginal communities and provided them with information on the EA throughout the process. The initial list of Aboriginal communities that were contacted included:

  • Alderville First Nation
  • Beausoleil First Nation
  • Chippewas of Georgina Island First Nation
  • Chippewas of Mnjikaning First Nation (Rama)
  • Curve Lake First Nation
  • Hiawatha First Nation
  • Huron Wendat
  • Iroquois Confederacy
  • Kawartha-Nishnawbe of Burleigh Falls
  • Métis Nation of Ontario
  • Métis National Council
  • Mississaugas of Scugog Island First Nation
  • Mississaugas of the New Credit First Nation
  • Mohawks of the Bay of Quinte First Nation
  • Moose Deer Point First Nation
  • Six Nations of the Grand River
  • Williams Treaty First Nation

This list was developed in consultation with Aboriginal Affairs and Northern Development Canada, and the Ministry of Aboriginal Affairs. During preparation of the EA, the above communities were kept informed on the progress of the EA, and received a copy of the Draft EA to review and provide comments on.

Input was obtained through group meetings, written and email correspondence. As was done during the development of the ToR, First Nations Engineering Services Limited facilitated consultation with participating First Nations (the Chippewas of Georgina Island, the Mississaugas of Scugog Island, the Mississaugas of the New Credit, the Hiawatha, the Alderville, the Chippewas of Rama, the Curve Lake, and the Coordinator of the Williams Treaty First Nations) on behalf of York Region. First Nations Engineering Services Limited contacted the First Nations directly by letter during each consultation round advising about project updates and invitations to group meetings. In total, six group meetings were held between May 2010 and July 2013. All meetings were held at Casino Rama except the meeting in April 2012 which was held at the project office to facilitate a tour of the Advanced Treatment Demonstration Facility, as requested by the attending First Nations.

With the exception of the Kawartha-Nishnawbe of Burleigh Falls First Nation, a Protocol for First Nations Consultation was established between York Region and the above listed First Nations. In addition to undertaking separate consultation with the Kawartha- Nishnawbe of Burleigh Falls First Nation, York Region developed a Technical Review Communications Protocol with the Chippewas of Georgina Island First Nation in response to the First Nation’s request for funding.

The Métis Council of Ontario and Métis National Council were both contacted separately during each consultation round of the EA preparation; however neither organization requested a meeting with York Region.

York Region met with the Chippewas of Georgina Island First Nation at the Chippewas of Georgina Island First Nation Community Centre on December 5, 2011. Further correspondence was received from the Chippewas of Georgina Island First Nation between December 2011 and February 2012. In March 2012, the Chippewas of Georgina Island First Nation requested funding from York Region to conduct an independent review of the UYSS EA. A Technical Review Protocol was developed to establish roles and responsibilities of the participants, the review process, and identify the documents to be reviewed. The Protocol was finalized in July 2012 and funding was provided to FHR Incorporated, a water and wastewater consultant, as directed by the Chippewas of Georgina Island First Nation. Subsequently, eight meetings were held to allow York Region to present an overview of the documents, followed by meetings to review and discuss FHR Incorporated comments, in accordance with the Protocol. Ministry staff were present as observers at many of the meetings.

At the request of the Chippewas of Georgina Island First Nation, York Region held a community meeting on Georgina Island on February 26, 2013 to provide a general overview of the project and address comments and concerns.

The Chippewas of Georgina Island First Nation submitted comments on the draft EA on April 2014. Concerns raised included those regarding the process for review of documents, effect of the project and pharmaceuticals and personal care products on aquatic species, concerns with pollutants such as phosphorus, nitrate-nitrogen and unionized ammonia; concerns with phosphorus offsetting program, climate change impacts to the project, and a request for reporting by York Region to the Chippewas of Georgina Island First Nation. A technical review summary was also completed by FHR Incorporated for the Chippewas of Georgina Island First Nation on March 4, 2014. York Region met with the Chippewas of Georgina Island First Nation on June 17, 2014 to discuss the EA process undertaken to date and next steps, and responded to the Chippewas of Georgina Island First Nation’s April 2014 comments on June 27, 2014. The comments can be found in Appendix B, and meeting summaries in Volume 3 of the UYSS EA.

The Chippewas of Georgina Island First Nation submitted comments on the EA on September 19, 2014. York Region responded to the September 19, 2014 comments by holding a meeting on January 27, 2015. In response to the meeting minutes and a revised comment table submitted to the ministry on March 13, 2015 and shared with Chippewas of Georgina Island First Nation, additional correspondence was received from Chippewas of Georgina Island First Nation on April 21, 2015 restating some of its concerns on the draft EA. A follow-up phone call from the ministry on September 28, 2015 with the Chippewas of Georgina Island First Nation confirmed that the Chippewas of Georgina Island First Nation would send additional comments. A letter was submitted on December 1, 2015 which stated that the undertaking will affect the Chippewas of Georgina Island First Nation’s treaty rights and discussed previously-raised concerns in further detail. Refer to Section 3.3 of this Review for further discussion of the issues raised by the Chippewas of Georgina Island First Nation and how they were addressed by York Region.

York Region provided the final EA to all of the above noted Aboriginal communities, with the exception of the Six Nations of the Grand River who indicated in February 2014 that it was not interested in reviewing the UYSS EA. The Aboriginal communities most interested in the UYSS EA were the Alderville First Nation, the Chippewas of Georgina Island First Nation, the Curve Lake First Nation, the Hiawatha First Nation, and the Mississaugas of the New Credit First Nation.

The Mississaugas of Scugog First Nation returned a notice of submission receipt on September 19, 2014 and indicated that it is satisfied that the Chippewas of Georgina Island First Nation have taken the lead insofar as the First Nation is concerned and that ultimately its issues have been captured in the record.

In a follow-up call to Curve Lake First Nation on November 5, 2014 the First Nation indicated that it recognizes the Chippewas of Georgina Island First Nation as being the most affected community and as such support them in comments they have submitted on the proposal.

The Mohawks of the Bay of Quinte First Nation advised that it had no concerns with the UYSS EA. No responses or acknowledgements were received from the remaining Aboriginal communities.

A summary of comments submitted by the Chippewas of Georgina Island First Nation can be found in Table 2.

3.1.3 Conclusion

The EAA requires that the proponent consult with all interested persons during the preparation of the EA and report on the results of that consultation. The UYSS EA documents the proposed on-going consultation plan during construction and operation of the proposed undertaking.

The description of consultation with Aboriginal communities included in the EA was at first incomplete. In response to this, York Region provided additional information on consultation with Aboriginal communities and how these communities were provided opportunities to comment during the EA process.

The EA adequately describes the consultation that was undertaken and the outcomes of the various consultation activities / events. The ministry is satisfied that the level of consultation undertaken with the public and Government Review Team was appropriate for this proposed undertaking.

Overall, the ministry believes that York Region provided sufficient opportunities for the public, interested stakeholders and Aboriginal communities to be consulted during the preparation of the EA. The ministry recognizes that in the case of Aboriginal communities, consultation will continue as the project progresses.

The ministry is satisfied that the consultation carried out meets the requirements of the EAA and follows the outline as approved in the ToR.

3.2 EA process

EA is a planning process that requires a proponent to identify a problem or opportunity, consider alternative ways of addressing the problem or opportunity, evaluate the potential effects of those alternatives against select criteria and then select a preferred alternative.

Through the review of the final EA, staff of the ministry determined whether or not York Region followed the EA process and incorporated commitments in the approved ToR into the final EA that was submitted for review and a decision.

The ministry found that York Region followed a logical and transparent decision making process that was outlined in the EA. Refer to Appendix A of this Review for the ministry’s analysis of how the EA met the requirements of the EAA and the approved ToR.

The UYSS EA was prepared in accordance with section 6.1(1) of the EAA. The alternatives to that York Region examined in the EA were:

  1. Do Nothing
  2. Discharge to Lake Ontario
  3. Discharge to Lake Simcoe
  4. Innovative Wastewater Treatment Technologies

In the EA, an explanation of each of the alternatives to the undertaking examined can be found in Section 3.2. The alternatives to the undertaking were assessed through a four step process: confirm the 15 screening criteria proposed in the approved amended ToR; apply the 15 screening criteria; identify the advantages and disadvantages; and identify the preferred alternative to the undertaking.

Discharge to Lake Ontario and Innovative Wastewater Treatment Technologies were found to be the preferred alternatives to the undertaking. The latter, which would become known as the Water Reclamation Centre alternative, was identified as the preferred alternative because it offered a number of additional benefits. The preferred alternative consisted of three integrated components: a water reclamation centre; a project-specific phosphorous offsets program and modifications to the existing York Durham Sewage System.

In accordance with the approved ToR, a preliminary study area was identified as extending north to Lake Simcoe, east to Woodbine Avenue, south to 19th Avenue and west to Bathurst Street. This study area encompasses the UYSS service area and includes the Towns of Richmond Hill, Aurora, Newmarket, East Gwillimbury, Georgina, and Whitchurch-Stouffville. This study area was used to assess the potential impacts on the environment of the alternatives to the undertaking and the alternative methods of carrying out the undertaking. A description of the environment potentially affected by the undertaking for each of the study areas is provided in Section 3.3 of the EA.

In the EA, an explanation of each of the alternative methods examined and the methodology followed to identify the preferred alternative method for carrying out the undertaking can be found in Section 4.

Twenty two potential sites were screened using desktop information and a willing host process to arrive at a short list of five possible sites. The short list and associated conveyance infrastructure underwent a comparative evaluation using a total of 26 criteria associated with technical, natural, built, social, economic, cultural and financial factors, through which the preferred site (WH1 West) was identified. Three alternative routes for the York Durham Sewage System modifications were evaluated using similar criteria, after which Route A was identified as the preferred alternative. Six total phosphorus off-setting opportunities were considered for stormwater management retrofits based on natural environment and land use criteria. Urban stormwater management with a total phosphorus off-set ratio of 3:1 was selected as the preferred alternative.

Section 5 of the EA provides a detailed description of the three components that comprise the preferred alternative and assesses potential impacts to the environment, including mitigation measures proposed by York Region to reduce any potential effects on the environment, in accordance with the requirements of the EAA and the approved ToR. This section also includes a summary of the potential effects, proposed mitigation measures and resulting net effects of the preferred alternative. A summary of the advantages and disadvantages to the environment of the net effects of the proposed undertaking is also provided in Section 5.6 of the EA.

The EA details the impact management measures, monitoring and contingency plans proposed by York Region. The mitigation measures are commitments that York Region has made to ensure that potential negative effects of the undertaking are reduced and that potential positive effects of the undertaking are enhanced. Commitments and monitoring for the proposed undertaking are described in Section 6 of the EA. A summary of environmental effects monitoring is provided in Table 6.1.

Section 7 of the EA provides details about consultation undertaken with the Government Review Team, public and Aboriginal communities during the EA. Section 8 outlines the approvals required for the proposed undertaking and Section 9 sets out a process for amending the EA.

3.2.1 Conclusion

Overall, the ministry, in consultation with the Government Review Team, is satisfied with York Region’s decision making process, including demonstrating the rationale for the proposed undertaking. The EA contains an explanation of the problem that prompted the EA and provides an innovative opportunity to address the problem. York Region considered a reasonable range of alternative methods to the undertaking and evaluated them in a defined study area that took into consideration the EAA’s broad definition of the environment.

The EA provides a description of the potentially affected environment in the study areas and identifies potential effects of the alternatives. The EA also includes monitoring and contingency plans to ensure any potential negative impacts of the undertaking are minimized. York Region has demonstrated that it considered the effects of climate change on the proposed undertaking, and the cumulative effects of the proposed undertaking.

The EA adequately describes the advantages and disadvantages of the proposed undertaking to the environment based on the potential environmental effects. Requirements of the EAA for consultation with the public, Government Review Team and Aboriginal communities have been met. The ministry is satisfied that the EA was completed in accordance with the approved ToR and meets the requirements of the EAA.

3.3 Comments on the undertaking

Comments on the undertaking were submitted by the Government Review Team, the public and Aboriginal communities during the 7 week EA review period. Generally, the following issues were identified:

  • Effects on water quality, aquatic species
  • Effects on Aboriginal communities:
  • Effects from construction
  • Effects during UYSS operation
  • Technical feasibility

In general, the ministry was satisfied that the issues were addressed in the responses by York Region. These submissions, York Region’s responses and the ministry’s level of satisfaction with the responses can be found in Tables 1-3.

3.3.1 Key issues

The key issues raised with respect to the undertaking include:

Government Review Team comments

Technical staff at the ministry indicated that the study “Stormwater Pond Maintenance and Anoxic Conditions Investigation – Final Report (2011)” by the Lake Simcoe Region Conservation Authority raises doubts with the phosphorus removal efficiencies of stormwater management ponds. The ministry therefore recommended York Region undertake monitoring of the stormwater management ponds proposed to be retrofitted for the offset program. This monitoring would provide realistic phosphorus removal values for the ponds, ensuring that the phosphorus load for the undertaking required by Lake Simcoe legislation would be met by the water reclamation centre and the offsetting program; and that the health of Lake Simcoe would be maintained. In December 2015 York Region committed to monitor one of the retrofitted stormwater management ponds for one year. The ministry acknowledges York Region’s response, with the understanding that details of the monitoring program will be finalized in the Environmental Compliance Approval if the undertaking as described in the EA is approved. In order to ensure that the undertaking will meet regulatory requirements and to ensure that the monitoring plan is undertaken to the satisfaction of the ministry, a condition of approval is being considered requiring a monitoring plan for the retrofitted stormwater management ponds.

According to the ministry’s “Design Guidelines for Sewage Works, 2008,” design effluent quality objectives must be determined before a sewage treatment plant is designed. This ensures that the compliance limits for pollutants set out by the ministry can consistently be achieved, and that the health of the effluent- receiving water body is protected. A water reclamation centre effluent design objective for phosphorus was not provided in the EA. The ministry therefore recommended a monthly average phosphorus concentration design objective to York Region, which the Region agreed to in December 2015 (a monthly average design objective for total phosphorus of 0.04 milligrams per litre (mg/L) and a monthly average concentration limit for total phosphorus of 0.06 mg/L). The commitments made by York Region for phosphorus concentrations in water reclamation centre effluent will be written into the Environmental Compliance Approval for the facility, if the undertaking is approved.

The ministry was concerned with the long-term plan for the reverse osmosis concentrate, which was presented only conceptually in the EA, and proposed that the reverse osmosis concentrate will be eventually blended with reverse osmosis permeate (clean treated water) then discharged to the East Holland River. The ministry raised the unproven nature of and uncertainties with the proposed strategy, and the potential effects of the reverse osmosis concentrate on water quality if it did not meet the operational parameters proposed by York Region. York Region, in response to the ministry’s comments on the draft EA, incorporated commitments in Section 6.2 of the EA to pilot test and validate an on-site reverse osmosis concentrate treatment process prior to implementing the full-scale process. In order to ensure that the long-term treatment process is tested and developed with ministry involvement and that full-scale implementation will meet ministry requirements, a condition of approval is being considered requiring York Region to complete a pilot testing and validation plan for the reverse osmosis concentrate at the water reclamation centre to the satisfaction of the ministry.

The ministry has outstanding concerns with reclaimed water usage including finding potential customers; regulatory framework for production, distribution and end use of reclaimed water; and the development of project-specific reuse guidelines. The ministry concluded that if this undertaking as described in the EA is approved, this would not constitute approval for potential future water reclamation projects and water reuse applications, which would undergo separate review processes by the ministry. Matters regarding reclaimed water are to be further discussed by York Region and the ministry at the detail design stage of the undertaking.

Overall, the ministry is satisfied with the commitments made by York Region in response to the comments made by the ministry’s Government Review Team members. The ministry is considering reinforcing these commitments through conditions if the undertaking is approved.

The Ministry of Natural Resources and Forestry raised concerns about the unknown effects of the undertaking on fish and aquatic life. The Ministry of Natural Resources and Forestry maintains that the best approach to these unknowns is an adaptive management approach where the monitoring plans support mitigative actions, if required. The Ministry of Natural Resources and Forestry has stated that the UYSS EA should be clearer in how changes to the aquatic community will be mitigated, specifically caused by alterations in water temperature, water velocity, water level and water quality.

The ministry consulted with the Ministry of Natural Resources and Forestry further in November 2015 to attempt to resolve the remaining concerns with the EA. In December 2015, the Ministry of Natural Resources and Forestry provided additional comments which outlined minimum requirements for a monitoring plan for the water reclamation centre outfall into the East Holland River, and a supporting adaptive management strategy.

York Region has committed to continuing to work collaboratively with the Ministry of Natural Resources and Forestry on aquatic and terrestrial monitoring programs for the undertaking as well as an adaptive management strategy. In response to the Ministry of Natural Resources and Forestry’s December 2015 comments, York Region has committed to collecting three years of pre-construction monitoring as requested by the Ministry of Natural Resources and Forestry. To enforce this commitment, the ministry is considering a condition requiring a monitoring plan and supporting adaptive management strategy to be developed for the East Holland River near the water reclamation centre outfall in consultation with the Ministry of Natural Resources and Forestry.

Overall, the ministry is satisfied with the commitments made by York Region in response to the comments made by the Ministry of Natural Resources and Forestry, which may be enforced through a condition of approval.

Aboriginal community comments

The Chippewas of Georgina Island First Nation raised concerns with the undertaking throughout the EA process. Both York Region and the ministry have been corresponding and meeting with the Chippewas of Georgina Island First Nation in an effort resolve these concerns.

The Chippewas of Georgina Island First Nation’s concerns include:

  • To ensure the Chippewas of Georgina Island First Nation is appropriately consulted, the First Nation requests that York Region hire aboriginal community members as part of construction and for future monitoring.
  • The UYSS impacts the First Nation’s Treaty rights and has the potential to affect its health and drinking water.
  • Insufficient study was done or insufficient time was allocated to studies to determine to negative effects on aquatic species or the aquatic environment.
  • The Chippewas of Georgina Island First Nation should have the opportunity to hire its own consultant to review all the studies conducted for the proposed project in terms of climate change and to ensure that Traditional Ecological Knowledge of the First Nation is taken into consideration, and York Region should provide funding.
  • Microconstituents/ pharmaceutical and personal care products in water reclamation centre effluent are a major concern to the Chippewas of Georgina Island First Nation.
  • The Adaptive Management Plan being developed by York Region and the Ministry of Natural Resources and Forestry should have a Chippewas of Georgina Island First Nation representative participate and should be presented to the First Nation before being finalized.

In response to the above concerns regarding consultation, York Region responded that the Chippewas of Georgina Island First Nation was provided several consultation opportunities as outlined in Section 3.1.2 of this Review. To summarize, the Chippewas of Georgina Island First Nation was provided the opportunity to review all UYSS EA documentation in accordance with the ToR. A separate Technical Review Communications Protocol was also prepared by York Region as requested by Chippewas of Georgina Island First Nation, which was finalized and signed by both York Region and the First Nation in July 2012. In response to concerns with funding, York Region responded that it provided funding to review EA documentation as requested by Chippewas of Georgina Island First Nation. Several reports that were reviewed by the First Nation as part of the signed Technical Review Communication Protocol were updated following a September 2013 meeting with York Region to reflect Government Review Team, public and Aboriginal community input.

Overall, the ministry is satisfied with the consultation opportunities provided to the Chippewas of Georgina Island First Nation by York Region throughout the EA process and ongoing opportunities committed to in the EA. In order ensure the Chippewas of Georgina Island First Nation are meaningfully consulted as the project proceeds, the ministry is considering a condition of approval requiring that York Region provide Aboriginal communities, especially the Chippewas of Georgina Island First Nation, further consultation opportunities throughout project design, construction and operation.

With respect to pharmaceutical and personal care products, York Region has responded to the Chippewas of Georgina Island First Nation that the secondary biological treatment combined with the advanced wastewater purification technologies proposed for the water reclamation centre are proven to be extremely effective in reducing concentrations of pharmaceutical and personal care products. As a result, the treated water will have either non-detectable or extremely low concentrations of pharmaceutical and personal care products. The literature review undertaken as part of the EA concluded that if pharmaceutical and personal care products exist within wastewater, each successive treatment level at a water pollution control plant provides an additional level of microconstituent removal. The ministry is also conducting studies to investigate the effectiveness of different water treatment technologies to reduce pharmaceuticals and other emerging contaminants found in wastewater across the province.

With regard to concerns about the undertaking’s impacts to water quality, the aquatic environment, aquatic species and human health, York Region has committed to a monitoring program as well as an adaptive management strategy in the EA.

Overall, the ministry is satisfied with the commitments made by York Region in response to concerns with the undertaking’s effects on water quality and aquatic health. To address the Chippewas of Georgina Island First Nation’s concerns on aquatic species/habitat and water quality the ministry is proposed in a condition of approval requiring York Region to provide the monitoring plan/adaptive management strategy for the East Holland River, being considered as a condition of approval, to the Chippewas of Georgina Island First Nation for awareness/comments.

Public comments

A member of the public raised concerns with the pharmaceutical and personal care products in plant effluent. York Region’s response to this was described in the Aboriginal comments section above. In order to address concerns with pharmaceutical and personal care products and concerns with the project’s effect on water quality, the ministry is considering a condition to require York Region to submit a monitoring plan/adaptive management strategy for the East Holland River.

The member of the public also recommended York Region examine innovative solutions to reduce/reuse the sewage ‘cake’ waste from the facility. York Region responded that while initially wastewater flows to the water reclamation centre would be so low that on- site biosolids processing and storage would be impractical, as wastewater flows increase, York Region would construct these on-site facilities at the proposed water reclamation centre. The on-site solids handling facilities would eventually be expanded to include waste activated sludge thickening, biosolids processing (anaerobic digestion, and dewatering), and storage facilities. Anaerobic digestion recovers energy from the sludge in the form of biogas, which can be utilized for space heating at the proposed water reclamation centre. The ministry is satisfied with this response.

The member of the public also raised concerns with the undertaking’s potential effects on increased surface runoff and flooding. York Region replied that elevation of the constructed water reclamation centre will be above the Lake Simcoe Region Conservation Authority Regulatory Floodplain and the water reclamation centre would remain operational during a regional storm event. The ministry is satisfied with this response.

Overall, the ministry is satisfied with York Region’s responses to comments from the public.

3.3.2 Conclusion

Ministry staff are satisfied that the proposed UYSS will be designed and operated to comply with the ministry’s standards and that the environmental effects of the proposed undertaking can be managed through the commitments made in the EA, through conditions of approval, or through additional work that must be carried out by York Region in support of future approval applications, if the undertaking as described in the EA is approved.

A final review period and a recommendation to the Minister about this EA will follow the publishing of this Review. If the undertaking is approved by the Minister, conditions specific to the proposed undertaking may be imposed by the Minister to ensure the environment remains protected.

Summary of the ministry review

The Review has explained the ministry’s analysis for the Upper York Sewage Solutions EA.

This Review concludes:

  • That the EA complies with the requirements of the approved amended ToR and has been prepared in accordance with the EAA. The EA has provided sufficient information to enable a decision to be made about the application to proceed with the undertaking.
  • The Review concludes that the EA has assessed and evaluated alternatives to and alternative methods to arrive at the preferred undertaking, assessed the potential environmental effects of the alternatives to and alternative methods and the proposed undertaking, and provides a description of mitigation and monitoring measures to address the potential negative environmental effects of the proposed undertaking.
  • The ministry is satisfied that York Region provided sufficient opportunities for the Government Review Team, public, stakeholders, and Aboriginal communities to comment during the development of the EA. Concerns raised regarding the undertaking have been addressed by York Region or a commitment has been made to address them through additional work that will be completed as part of future approval requirements.
  • If the proposed undertaking is approved under the EAA, there are several standard conditions imposed such as the requirement to conduct and report the results of compliance monitoring and to develop a protocol for responding to complaints received during all the phases of the undertaking. Project-specific conditions are also being considered for the undertaking, including requiring monitoring/management and pilot testing, to ensure that the undertaking is achieving the proposed parameters for phosphorus and that the environment is protected. A condition is also being considered to require that York Region to continue to consult with affected Aboriginal communities as the project design progresses, to address the concerns expressed by the Chippewas of Georgina Island First Nation.

What happens now

The Review will be made available for a five-week comment period. During this time, all interested parties, including the public, the Government Review Team and Aboriginal communities can submit comments to the ministry about the proposed undertaking, the EA and/or the Ministry Review. At this time, anyone can request that the Minister refer either all or part of the EA to the Environmental Review Tribunal for a hearing if they believe that their concerns have not been addressed.

At the end of the Review comment period, ministry staff will make a recommendation to the Minister concerning whether the EA has been prepared in accordance with the ToR and the requirements of the EAA and whether the proposed undertaking should be approved. When making a decision, the Minister will consider the purpose of the EAA, the ToR, the EA, the Review, the comments submitted during the EA and the Review comment periods and any other matters the Minister may consider relevant.

The Minister will make one of the following decisions:

  • Give approval to proceed with the undertaking;
  • Give approval to proceed with the undertaking subject to conditions; or
  • Refuse to give approval to proceed with the undertaking.

Prior to making that decision, the Minister may also refer either part of or the entire EA to mediation or refer either part of or the entire EA to the Environmental Review Tribunal for a decision.

If the Minister approves, approves with conditions or refuses to give approval to the undertaking, the Lieutenant Governor in Council must concur with the decision.

5.1 Additional approvals required

If EAA approval is granted, York Region will still require other legislative approvals to design, construct and operate this undertaking. Section 8.0 of the EA outlines additional approvals that may be required. These approvals may include:

Municipal and regional approvals

Towns of Aurora, East Gwillimbury, Georgina, Newmarket, York Region, Lake Simcoe Region Conservation Authority, Utility Authorities:

  • Sanitary-storm sewer Discharge Permit
  • Tree cutting Permit
  • Site Plan Approval and Building Permits
  • Property Agreements (Easements, encroachment agreements)
  • Road Occupancy Permits
  • Noise By-Law
  • Fill By-Law
  • Haul Road Approvals
  • Open Cut Permits
  • Discharge to Sewer Permits
  • Fill and Topsoil Removal Approval
  • Potential Relocation Utilities (phone, gas, cable etc.)
  • Consent from utility authorities (York Region, Enbridge Inc., Hydro One, Bell Canada, Rogers Cable, Powerstream, Allstream)
  • Permit for Development, Interference with Wetlands, and Alterations to Shorelines and Watercourses
  • Erosion and Sediment Control Plan and Surface Water Management Plan
Provincial approvals
Ministry of the Environment and Climate Change
  • Permits To Take Water (Ontario Water Resources Act)
  • Environmental Compliance Approval – Municipal Sewage Works (Ontario Water Resources Act)
  • Environmental Compliance Approval – Air and Noise (Environmental Protection Act)
Ministry of Natural Resources and Forestry
  • Overall Benefit Permit – Endangered Species Act
  • Approval under the Lakes and Rivers Improvement Act
Ministry of Tourism, Culture and Sport
  • Compliance Letter – Ontario Heritage Act
Go Transit
  • Consent
Infrastructure Ontario
  • Consent – Ministry of Infrastructure Public Work Class EA Requirements
Federal Approvals
Fisheries and Oceans Canada
  • Letter of Advice or Authorization – Fisheries Act
Transport Canada
  • York Region to confirm if Navigation Protection Act applies during detail design

These approvals cannot be issued until approval under the EAA is granted.

5.2 Modifying or amending the proposed undertaking

Section 9 of the EA describes York Region’s proposed procedure for amending the EA in recognition of the fact that there could be changes to the proposed undertaking during detail design and/or construction.

York Region has proposed that any required change first be reviewed by the Region and grouped into one of three categories:

  1. No amendment required
  2. Minor amendment required
  3. Major amendment required

York Region has proposed to review any unforeseen change to the proposed undertaking to determine its significance in relation to the following:

  • net effect on the environment
  • an interested participant
  • a commitment made in the EA, subject to any conditions of Approval

If York Region determines that the change is negligible, then no amendment would be required. If the change resulted in an “increased potential adverse effect” then it would be categorized as either a minor or major amendment.

Minor amendments would not alter the proposed undertaking significantly in terms of what, where, and/or how it would be built. York Region has proposed that minor amendments would be addressed without requesting formal approval from the Minister, but will require concurrence from the ministry’s Director of the Environmental Approvals Branch and be subject to any conditions of approval and applicable legislation as required prior to construction.

Major amendments would alter the proposed undertaking significantly in terms of what, where, and/or how it would be built. York Region has proposed that major amendments would be addressed through the completion of a new EA process.

The EA indicates that any changes to the proposed undertaking that have been categorized as either a minor or a major amendment based on the increased potential adverse effect are subject to discussions with the ministry’s Environmental Approvals Branch and concurrence from the Environmental Approvals Branch Director.

Appendices

Appendix A: Environmental Assessment Act requirements

EA decision
making
process
EAA and ToR
requirements
Description and
characteristics
of the requirements
Analysis of the EA
Problem /
Opportunities
Identify an existing problem
or opportunity
Purpose of the Undertaking:
s.6.1(2)(a)
The EA should contain a brief explanation of the problem or opportunity that prompted the proposed activity.
If a specific undertaking has been identified provide a brief description.
The purpose of the undertaking as described in the EA is to develop a sustainable sewage servicing solution to accommodate the provincially-approved growth forecasted to occur in the UYSS service area, including the Towns of Aurora, East Gwillimbury and Newmarket.
In response to the Province of Ontario enacting the Places to Grow Act, 2005, and releasing the “Final Growth Plan for the Greater Golden Horseshoe’ in 2006, York Region established a 2031 population forecast of 1.5 million and an employment forecast of 780,000. As a result, the need for additional sewage capacity to service growth forecasted to occur in the UYSS service area to 2031 was identified by York Region.
The undertaking includes:
  • A water reclamation centre;
  • A project-specific phosphorous off-setting program; and
  • Modifications to the existing York Durham Sewage System (YDSS)
The Ministry Review concludes that the EA was prepared in accordance with the approved amended ToR and contains sufficient information to assess the potential environmental effects of the proponent’s undertaking.
The proponent clearly explained the opportunity that prompted the initiation of the EA process and the purpose of the proposed undertaking (Sections 2.1 and 2.2 of the EA).
Alternatives Description and Statement of the Rationale for the Alternatives to:
Alternative to
s.6.1(2)(b)(iii)
“Alternatives to” represent functionally different ways of addressing the problem or opportunity.
A reasonable range of “alternatives to” should be identified and evaluated. The proponent should be able to justify that it has considered a reasonable range of alternatives.
The “do nothing” alternative to should be included in the evaluation and will represent the “bench mark” situation.
The UYSS EA was prepared in accordance with section 6.1(1) of the EAA. The alternatives to that York Region examined in the EA were:
  1. Do Nothing
  2. Discharge to Lake Ontario
  3. Discharge to Lake Simcoe
  4. Innovative Wastewater Treatment Technologies
An explanation of each of the alternatives to the undertaking examined can be found in Section 3.2 of the EA. The alternatives to the undertaking were assessed through a four step process: confirm the 15 screening criteria proposed in the approved amended ToR; apply the 15 screening criteria; identify the advantages and disadvantages; and identify the preferred alternative to the undertaking.
A reasonable range of alternatives to was identified and assessed in the EA.
Alternatives Description and Statement of the Rationale for the Alternatives methods:
Alternative Methods
s.6.1(2)(b)(ii)
“Alternative methods” include a description of different ways of implementing the preferred “alternative to”
A reasonable range of “alternative methods” should be identified and outlined.
In the EA, an explanation of each of the alternative methods examined and the methodology followed to identify the preferred alternative method for carrying out the undertaking can be found in Section 4.0 of the EA.
Twenty-two potential sites were screened using desktop information and a willing host process to arrive at a short list of five possible sites. The short list and associated conveyance infrastructure underwent a comparative evaluation using a total of 26 criteria associated with technical, natural, built, social, economic, cultural and financial factors, through which the preferred site (WH1 West) was identified.
Three alternative routes for the YDSS modifications were evaluated using similar criteria, after which Route A was identified as the preferred alternative.
Six total phosphorus (TP) off-setting opportunities were considered for stormwater management retrofits based on natural environment and land use criteria. Urban stormwater management with a TP off-set ratio of 3:1 was selected as the preferred alternative.
The EA clearly explains how the alternative methods were evaluated in Section 4.0 of the EA. The effects assessment was completed on the selected alternative methods (Section 5.0 of the EA).
Evaluation Description of the Environment
s.6.1(2)(c)(i)
Proponents must consider the broad definition of the environment including the natural, biophysical, social, economic, built and cultural conditions.
The EA must provide a description of the existing environmental conditions in the study area.
The EA must identify those elements of the environment that may be reasonably expected to be affected, either directly or indirectly, by the proposed undertaking and/or the alternatives.
The study area for the UYSS project extends to areas in the Towns of Aurora, East Gwillimbury, Georgina, Newmarket and Whitchurch-Stouffville. From the north to south between Cook’s Bay and St. John’s Sideroad and from west to east between Bathurst Street and Woodbine Avenue. South of Green Lane the west to east study area narrows to just west of Yonge Street and just east of Leslie Street.
The proponent carried out studies and research to compile an inventory of the existing natural, built, social, economic and cultural environments of the Study Area. The inventory was used to establish the baseline conditions for which the alternatives to and methods were evaluated as detailed in Section 3.3 of the EA. Further studies were completed to supplement information for the assessment of the preferred alternatives (Section 5.2.2 of the EA).
The EA identified the elements of the environment that may be reasonably expected to be affected by the alternatives and preferred undertaking (Sections 3.3 and 5.2.2 of the EA, respectively).
Evaluation Description of Potential Environmental Effects
s.6.1(2)(c)(ii)
Both positive and negative environmental effects should be discussed.
The EA must identify methods and studies used to analyze the potential environmental effects. The methods used are contingent on the type of project.
Impact assessment methods and criteria used during the evaluation should be identified.
The methods chosen must be clear, traceable and replicable so that interested parties can understand the analysis and logic used throughout the EA.
The EA clearly identified the potential effects of the project activities for the preferred undertaking on the environment. Once the alternative methods were selected, the proponent undertook additional studies to supplement information for the assessment of the preferred undertaking. The EA assess both positive and negative effects and identifies the net effects of the undertaking.
The method used for identifying net effects was clearly described in the EA (Section 5.0 of the EA).
The EA identified the elements of the environment that may be reasonably expected to be affected by the proposed undertaking.
The method included identifying proposed mitigation measures to minimize or avoid any potential negative environmental effects of the preferred undertaking being considered as part of the EA process.
The EA also identifies adaptive climate change measures for the preferred undertaking.
Evaluation Description of the Actions Necessary to Prevent, Change, Mitigate or Remedy the Environmental Effects
s.6.1(2)(c)(iii)
A description of future commitments, studies and a work plan may be included as part of the actions necessary to prevent, change, mitigate or remedy environmental effects for each alternative for the ultimate purpose of comparing them. The potential environmental effects and mitigation measures for the preferred undertaking have been described in the EA (Section 5.0 of the EA).
Commitments for future work (Section 6.2 of the EA) include additional studies, consultation, acquiring additional approvals, compliance monitoring and consultation. Overall, the EA provides a description of the commitments to prevent, change, mitigate or remedy potential environmental effects.
Evaluation Evaluation of Advantages and Disadvantages to the Environment
s.6.1(2)(d)
The preferred alternative should be identified through this evaluation. The EA documents the advantages and disadvantages of the preferred undertaking in Section 5.6 of the EA.
The proponent’s decision making is clear, traceable, and reproducible. The EA clearly demonstrated why the preferred alternative was selected over the others.
Evaluation Description of Consultation with Interested Stakeholders
s.6.1(2)(e)
A description of stakeholder consultation that occurred during the preparation of the EA needs be documented and should include consultation methods used, frequency of consultation, dates that events occurred, target audience, descriptions of key milestones for which stakeholders are providing input, comments received.
The EA must identify any Aboriginal consultation efforts that have been made including methods for identifying potentially interested First Nations, who was consulted, when and how consultation occurred and any comments received from First Nations.
The EA should include outline conflict resolution techniques to resolve issues used by the proponent to resolve outstanding issues with any stakeholders. There must be clear documentation as to how issues and concerns have been addressed.
Government Review Team
Consultation with the GRT was conducted throughout the EA process. A Review Agency Advisory Committee (RAAC), comprised of the MOECC, the Ministry of Municipal Affairs and Housing, the Lake Simcoe and Toronto and Region Conservation Authorities, and the Towns of Georgina, Aurora, East Gwillimbury, Newmarket, Richmond Hill and Whitchurch-Stouffville, was established to provide an opportunity to have focused in-depth discussions.
Additional consultation activities included pre-submission meetings, technical meetings, correspondence, and discussions with ministry staff and key members of the GRT and a review of the draft EA.
Refer to Section 3.3 of this Review for discussion of the issues raised by the GRT and how they were addressed by York Region.
Public Consultation
The proponent described the consultation process it undertook in section 7 of the EA.
York Region published its Notice of Commencement of the EA and updated its website at various points during the development of the EA. A Community Liaison Forum (CLF) was established to provide an opportunity for in-depth discussions of project issues with a representative group of interested participants. York Region also held community and individual meetings, public meetings which included Public Information Forums, Workshops, and Open Houses during the development of the EA. A total of nine public meetings were held between May 2010 and January 2014. York Region opened a co-located project office in March 2009 for interested stakeholders, and made copies of the Draft EA and its supporting documents available to members of the public.
Aboriginal Community Consultation
York Region developed a list of potentially impacted Aboriginal communities and provided them with information on the EA throughout the process. This list was developed in consultation with Aboriginal Affairs and Northern Development Canada, and the Ministry of Aboriginal Affairs.
During preparation of the EA, the above communities were kept informed on the progress of the EA, and received a copy of the Draft EA to review and provide comments on.
Input was obtained through group meetings, written and email correspondence. As was done during the development of the ToR, First Nations Engineering Services Limited (FNESL) facilitated consultation with First Nations on behalf of York Region. FNESL contacted the First Nations directly by letter during each consultation round advising project updates and invitations to group meetings. In total, six group meetings were held between May 2010 and July 2013.
With the exception of the Kawartha-Nishnawbe of Burleigh Falls First Nation, a Protocol for First Nations Consultation was established between York Region and the above listed First Nations. In addition to undertaking separate consultation with the Kawartha-Nishnawbe of Burleigh Falls First Nation, York Region developed a Technical Review Communications Protocol with the Chippewas of Georgina Island First Nation as a result of the Chippewas of Georgina Island First Nation indicating that it was opposed to any sewage being discharged to Lake Simcoe.
Ministry Conclusions on Consultation
The EAA requires that the proponent consult with all interested persons during the preparation of the EA and report on the results of that consultation. The ministry is satisfied that the proponent appropriately carried out the consultation plan that was outlined in the approved ToR.
Overall, the ministry is satisfied that York Region provided sufficient opportunities for the public, interested stakeholders and Aboriginal communities to be consulted during the preparation of the EA.
The UYSS EA documents the proposed on-going consultation plan during construction and operation of the proposed undertaking.
The Consultation Summary is documented in Section 7.0 of the EA and the Record of Consultation is documented in Volume 3, Appendices A through Z.
Selection Process Proposed Undertaking
Description and Statement of the Rationale for the undertaking
s.6.1(2)(b)(i)
The description of the undertaking should specify what the proponent is seeking approval for under the EAA.
The description should include information on the location, attributes, dimensions, emissions etc.
The evaluation process should identify which is the preferred undertaking.
The proposed undertaking, the Upper York Sewage Solutions (UYSS), includes three integrated components:
A water reclamation centre: a 40 megalitres per day facility to treat wastewater, producing clean treated water for discharge to the East Holland River and reclaimed water applications;
A project-specific phosphorous off-setting program: retrofitting seven existing stormwater management ponds in the Towns of Aurora, East Gwillimbury and Newmarket, decommissioning the Holland Landing Water Pollution Control Plant, developing a new pond in the Town of Georgina, and installing low impact development technologies within the existing stormwater catchment area in the Town of Newmarket; and
Modifications to the existing York Durham Sewage System (YDSS): wastewater would be conveyed by a new forcemain adjacent to the existing YDSS, a second new forcemain would convey wastewater from the existing Newmarket and Bogart Creek Pumping Stations to the new forcemain, and connections from the Newmarket and Bogart Creek Pumping Stations to the new forcemains for treatment and discharge to Lake Ontario.
The proposed undertaking is described in Section 5.0 of the EA (see also Section 2 of this Review) and was evaluated based on the net impacts of each alternative and the advantages and disadvantages to the environment. A broad definition of the environment was used to evaluate the potential effects of the proposed undertaking.
York Region anticipates implementation of the UYSS to be done in three major steps: detailed design and permitting; tendering and construction; and operation. The detailed design and permitting associated with all three components is expected to be completed by the end of 2016. The three project components are anticipated to be operational by 2031.
The reclaimed water infrastructure, such as the pumping and bulk loading stations, will be included in the detailed design undertaken for the WRC but will not be constructed until reclaimed water customers have been confirmed and contracted. An operational start-up date has not been identified.
Next Steps & Additional Commitments Additional ToR Commitments Outline any further commitments made by the proponent in the ToR. The ToR was amended to include the commitment to include in the assessment an innovative wastewater treatment alternative.
The innovative treatment alternative was assessed as part of the EA process.
Next Steps & Additional Commitments Additional Approvals Outline additional approval requirements. Provide sufficient detail about the nature of the approval. If EAA approval is granted, York Region will still require other legislative approvals to design, construct and operate this undertaking. Section 8.0 of the EA outlines additional approvals that may be required.
The EA provides sufficient detail about the nature of the approval.

Appendix B: Submissions received during initial comment period

Contents are available in hard copy at:
Ministry of the Environment and Climate Change
Environmental Approvals Branch
135 St. Clair Avenue West, 1st Floor
Toronto, Ontario
Voice: 416-314-8001/1-800-461-6290
Fax: 416-314-8452

Table 1: Government Review Team comment summary table

Ministry of the Environment and Climate Change
Submitter Summary of comments Proponent’s response Status
Environmental Approvals Branch, Environmental Assessment Services Section
Final comments were submitted on September 12, 2014
York Region needs to commit to monitoring at least a sample of the stormwater management ponds for the phosphorus offsetting component of the proposed project. The ministry will assist York Region with creating a feasible monitoring plan.
Typographical comments were made. More information on these can be found in the Appendix B.
York Region sent a response to the ministry dated October 9, 2015, and a follow-up response on December 4, 2015.
York Region proposes to implement a site-specific monitoring program at one of the stormwater management (SWM) pond retrofits as a demonstration site. The program will consist of one year of monitoring prior to construction and one year of monitoring after construction is complete, the pond and associated features are stabilized and functioning as intended (anticipated within one growing season of completion of construction). The monitoring program will include flow monitoring, sample collection at the pond inlets/outlets and parameter analysis for some selected events to provide a measurement of the catchment response for these events.
The overall performance objective for the demonstration pond will be to verify that the measures TP removal is similar to anticipated removal based on previous studies.
Moving forward, York Region will work collaboratively with the ministry in developing a final TP offset demonstration program that meets both of our needs.
The ministry is satisfied with this response.
The ministry is considering a condition reinforcing York Region’s commitments to monitoring and ensuring that the ministry is consulted on the proposed monitoring program.
Environmental Approvals Branch, Environmental Assessment Services Section
Final comments were submitted on September 12, 2014
The Chippewas of Georgina Island First Nation have been involved throughout the development of the EA, including providing comments on the draft EA. Please provide confirmation that there is a commitment from York Region to on-going consultation with the Chippewas of Georgina Island First Nation. Section 7.8 commits to the following with respect to First Nations consultation: “As outlined in the “Protocol for First Nations Consultation”, York Region will consult with First Nations during design and construction to identify and address specific cultural and heritage interests that First Nations may have within the Study Area and potential impacts to established or asserted Aboriginal or Treaty rights or Claims within the Study Area. Specifically, a commitment has been made by York Region to notify First Nations involved in the UYSS EA prior to completion of the Stage 2 Archaeological Assessment and will invite them to provide an archaeological monitor.” The general reference to First Nations includes the Chippewas of Georgina Island First Nation. The ministry is satisfied with this response.
Environmental Approvals Branch, Environmental Assessment Services Section
Final comments were submitted on September 12, 2014
Comments were made in regards to where to find information on Aboriginal community consultation within the EA report.
York Region to provide documentation of the February 26, 2013 community meeting mentioned in Section 7.3.2.3 of the EA.
York Region provided a response about where to find this information, detailed in Appendix C.
The community meeting noted in Section 7.3.2.3 was hosted by the Chippewas of Georgina Island First Nation and York Region was invited to participate and answer questions from attending community members. As a result, York Region did not formally document the community meeting via minutes. Since the Chippewas of Georgina Island First Nation hosted the community meeting, they may have documentation available for the ministry’s information.
The ministry acknowledges this response.
Drinking Water Management Division
Comments were submitted on August 22, 2014
As York Region confirmed that the proposed outfall is outside of source protection vulnerable areas, no concerns with the location of the proposed outfall remain. No response required. Comment noted.
Standards Development Branch,
Technology Standards Section,
Source Assessment Specialist
Comments submitted on September 27, 2014
The odour mitigation plan, its efficiency validation, and odour compliant strategy are adequate provided that maintenance and operational strategies are defined within the context of best practices to minimize inefficiencies.
The Water Reclamation Centre (WRC) appears to be located within a rural area, with eight odour sensitive receptors identified. Did the EA consider potential development of adjacent rural areas into residential, commercial and residential areas that may significantly increase the number of sensitive receptors that may be impacted by this facility? Has the 150 metre separation distance considered the impact of the lakeshore air convective forces on the potential fast tracking of odours emissions beyond this separation distance?
The odour unit definition in the EA should be changed to indicate that: “The odour unit is the threshold where 50 percent of the population may detect but not identify an odorous compound; whereas for regulatory purposes, the odour unit is defined within the context of 50 percent of a panel of eight properly trained odour evaluators detecting an odour in order to determine the potential impacts at sensitive receptors and other target locations.”
Follow-up comments:
The ministry is satisfied with this response. The 5 kilometre radius off-site impact seems reasonable.
The ministry is satisfied with this response. From what is understood, York Region agrees to follow the procedures outlined in the Ontario Source Testing Code as they relate to odour sampling, and evaluation; with the potentiality of the odour impact determined using the dispersion models listed in O.Reg.419/05.
Comment noted.
The model has considered all potential off-site impacts, starting at the property line with a receptor grid extending out to a distance of 5 kilometres. Therefore potential impacts at any future development within the 5 kilometre radius have been taken into consideration.
The 150 metre separation distance referred to in the report is a best practice air separation distance between sewage works and sensitive land use, in accordance with the MOECC Design Guidelines for Sewage Works, 2008. Since potential odour impacts have been considered at or beyond the property line, out to a distance of 5 kilometres, impacts beyond this separation distance have in fact been considered.
If the WRC is required to conduct compliance odour testing, York Region understands and agrees that the MOECC procedures for an odour panel will need to be followed.
Follow-up response:
If compliance odour testing is required, York Region agrees to follow the procedures outlined in the Ontario Source Testing Code as they relate to odour sampling, and evaluation; with the potential of the odour impact determined using the dispersion models listed in O. Reg. 419/05.
The ministry is satisfied with this response.
Lake Simcoe Section of Barrie District Office
Comments were submitted on July 30, 2014 and updated comments were submitted on September 12, 2015
The exploration of options for siting the facility gave due consideration to the Natural Heritage Policies of the LSPP and Oak Ridges Moraine Protection Plans. There are no concerns with the Site WH1 West from a Special Policy Area Perspective.
It would have been interesting to learn more about the benefits of quaternary treatment and anticipated reductions in contaminants other than phosphorus such as metals, organic chemicals and chlorides as well as pathogens.
No response required. Comment noted.
Lake Simcoe Section of Barrie District Office
Comments were submitted on July 30, 2014 and updated comments were submitted on September 12, 2015
It was agreed that a monthly compliance limit of 0.08 milligrams per litre (mg/L) is acceptable; however 0.06 mg/L is better to ensure the facility is on target for annual average. A phosphorus concentration of 0.02 mg/L will be required to meet the 124 kilograms annual total phosphorus cap. This could become challenging after the first 5 years.
In 2025 the Phosphorus Reduction Strategy is projecting load to the lake will drop to 60 tonnes at a time when this facility is starting to contribute load above its annual cap of 124 kilograms.
The WRC as developed and submitted for EA approval, included the following effluent (surface water discharge) compliance limit for total phosphorus (TP):
  • Monthly average TP concentration limit of 0.08 mg/L
In a meeting with the ministry held November 23, 2015 the ministry emphasized the importance of establishing a specific comparable design objective for the WRC. York Region was asked to consider the design and operational implications if the WRC included the following regulatory limits:
  • Monthly average TP concentration limit 0.06 mg/L
  • Monthly average TP design objective 0.04 mg/L
As identified in the submitted EA report, the membrane filtration (MF) permeate for flows exceeding the reverse osmosis (RO) maximum month design flow capacity is not anticipated to be evenly distributed across all months throughout the year as peak flows.
Exceeding the maximum month design flow capacity typically occurs seasonally (spring melt). With the ministry’s understanding that such issues may periodically stress meeting these strict regulatory requirements, York Region would not object if the WRC included the above noted monthly average concentration limit and design limit.
The ministry is satisfied with this response.
Lake Simcoe Section of Barrie District Office
Comments were submitted on July 30, 2014 and updated comments were submitted on September 12, 2015
A monitoring program is required to verify septic system offsetting. A septic system off-set program, such as the decommissioning of septic systems, is not part of the proposed project-specific phosphorus off-setting program developed during the UYSS EA. As a result, no septic system monitoring program was proposed as part of the UYSS EA. The ministry is satisfied with this response.
Lake Simcoe Section of Barrie District Office
Comments were submitted on July 30, 2014 and updated comments were submitted on September 12, 2015
Sources of total phosphorus (TP) offsets
There is no mention of other agricultural land stormwater runoff for treatment in the EA, and no discussion of using existing Holland Landing or Bradford sewage treatment plan (STP) lagoons (no longer in use) as TP reduction treatment options (potentially tonnes per year of TP loading that could be removed.)
Once decommissioned, wastewater will no longer enter the existing Holland Landing lagoons and the only source of phosphorus will be stormwater runoff. Since the Holland Landing Lagoons have a small stormwater drainage area and the site is naturally grassed and/or vegetated with ponds, the TP off-set obtained via a retrofit will be minimal.
Other agricultural land stormwater runoff for treatment is discussed in Section 4.4 of the Total Phosphorus Off-Sets Study (July 2014).
The ministry is satisfied with this response
Lake Simcoe Section of Barrie District Office
Comments were submitted on July 30, 2014 and updated comments were submitted on September 12, 2015
Section 4.1
Strongly caution against the use of the term “wetland”, this section refers to ‘constructed wetlands’ and these are very different. One should not be discharging directly to a natural “wetland”
Comment noted. Response noted.
Lake Simcoe Section of Barrie District Office
Comments were submitted on July 30, 2014 and updated comments were submitted on September 12, 2015
Low Impact Development (LID) Technologies
A reason for not including such LID works in the program is not given. Some large lots might actually be viable sites for TP offsetting (e.g. hospitals, schools, large buildings with green roofs, etc.). Monitoring programs are achievable for these sites.
The rationale for excluding lot based LIDs is further provided in Section 6.2 of the Total Phosphorus Off-Sets Study (July 2014). To summarize, lot based LID technologies were not included because they might be under private ownership, require owner consent, require the owner to properly operate and maintain the SWM retrofit and upon sale, require the new owner to follow in the footsteps of the old owner. Contract law does not permit a negotiated agreement with a current owner to bind any subsequent owner. This dependence on the private property owner increases managerial complexity of the project specific phosphorus off-setting program increasing risk and chances of failure.
If the building is public (hospitals, schools, etc.), it most likely drains to a downstream stormwater management (SWM) facility. In general, the size of a large public building is relatively small in comparison to the size of a residential/industrial subdivision stormwater drainage area and as such the phosphorus off-set obtained from a stormwater retrofit proposed for a large building is relatively small in comparison to a stormwater retrofit proposed for a relatively larger residential/industrial subdivision stormwater drainage area.
With regards to lot based LIDs, only infiltration systems and rainwater harvesting systems are ideal for phosphorus removal. Bioretention cells and green roofs are excellent SWM practices, but have highly variable phosphorus removal efficiencies (sometimes adding phosphorus) and as such are not ideal for phosphorus off-setting.
The Project-Specific Phosphorus Off-Setting Program includes a LID retrofit project in Newmarket comprising of a perforated pipe system within existing grassed swales for an industrial subdivision. This type of system was chosen over the other lot based LID technologies because of its ability to treat a larger stormwater drainage area resulting in TP reduction which is more cost effective.
The ministry is satisfied with this response.
Lake Simcoe Section of Barrie District Office
Comments were submitted on July 30, 2014 and updated comments were submitted on September 12, 2015
Section 5.1 – Stormwater Management (SWM) Pond Retrofits
“It is noted that the ministry’s SWM Manuals (2003) only provides total suspended solids (TSS) reduction efficiencies for the different "levels of protection". It is acknowledged that total suspended solid (TSS) reduction efficiencies and TP reduction efficiencies are not equivalent. This study does not attempt to establish any link between TSS reduction and TP reduction – it simply analyzes the available information for TP reduction efficiencies in the literature and published works to estimate TP reduction of Level 1, Level 2, and Level 3 SWMPs and quantity control wet/dry ponds.”
This statement should provide evidence for the use of a ‘robust’ monitoring program despite any other references to other studies that have monitored including the Stormwater Assessment Monitoring and Performance Program (SWAMP) studies from the 1990s and early 2000s. Subsequent evaluation in proceeding sections on TP efficiency rates do not speak to design factors that might impact TP reduction factors (except for the SWAMP where the 3:1 length to width ratio was noted and flow path in the system). These are more reasons for monitoring.
Regarding Lake Simcoe Protection Plan (LSPP) Policy 4.5SA (e), the EA has no recognition of the hierarchy for assessing retrofitting opportunities set out in the LSPP.
LSPP Policy 4.5 (d) No discussion of how study was used to identify candidate sites for inclusion in the proposal. Nor any discussion of municipal Master Plan priority retrofits.
Similar comments and responses were provided for Section 9.4, Performance Monitoring program:
Recommend undertaking an appropriate monitoring program for SWM facilities considered part of the project to quantify nutrient/sediment loadings as well as removal efficiencies. York Region to post monitoring results publicly for transparency and to affirm their accountability for offsets.
The LSRCA document, ‘Stormwater Pond Maintenance and Anoxic Conditions Investigation – Final Report (2011)’ raises doubts specifically with respect to TP removal efficiencies despite efficient operation and maintenance of such facilities.
TP monitoring will provide realistic TP loadings that can be demonstrated as meeting TP offsetting targets for the WRC. It also sets precedent for future TP offsets that may be proposed.
Follow-up comments:
It is important that a phosphorous off-setting program for the WRC be able to demonstrate on-going validation of the phosphorous reduction/credits achieved by the SWM systems and include contingency measures and environmental performance sampling of discharges, to demonstrate compliance.
The Minister, in terms of any EA approval, and the ECA signing director in terms of the ECAs for the undertaking and for any facilities from which offsets for the undertaking will be gained, can determine and impose conditions deemed to be appropriate with respect to the TP off-setting program and a TP reduction strategy.
This statement simply clarifies that the TP Off-Sets Study is not a study on the link between TSS and TP removal. The TP Off-Sets Study uses monitoring data on TP removal to justify TP reduction efficiencies.
Monitoring data from SWAMP determines TP removal for ponds that are designated as either Enhanced, Normal or Basic facilities, have forebays and extended flow paths – these are the crucial factors for pond design that make a difference in pond performance. It should be noted that the ministry’s Phosphorus Budget Tool (2012) proposes TP removal efficiencies that are very similar to the proposed removal efficiencies in the TP Off-Sets Study.
Also, as stated in the response to comment #20, in the early stages of the UYSS EA, meetings were held with the MOECC to provide clarification on a potential phosphorus off-sets program. At that time, the MOECC agreed that: “retrofits to improve existing storm water retention ponds (i.e., not new development growth) will require annual confirmation that the technology is maintained to operate as designed to ensure system integrity and to validate the technology from a science perspective. There will not be a need to complete detailed sampling/ monitoring of the stormwater retention input or output to validate the site specific performance,” as documented in the November 26, 2010 MOECC Meeting Summary, included in Vol. III, Appendix F of the UYSS EA Report. York Region moved forward with stormwater retrofits on the premise of this agreement.
Not only does the Project-Specific Phosphorus Off-setting Program use conservative phosphorus reduction efficiencies based on comprehensive long-term monitoring data from the MOECC and TRCA SWAMP, 2005 reports; it also proposes a 3:1 phosphorus off-setting ratio and proposes to have the retrofits in place well in advance of when they are actually required (advanced implementation).
Properly maintained stormwater retrofits have been demonstrated to exceed the total phosphorus removal efficiency levels, as presented in Section 5.0 and Section 8.0 of the TP Off-Sets Study (CRA et al., 2014m). Once constructed, the performance of the proposed stormwater retrofits will be ensured by following the operation and maintenance guidance in the MOECC’s Stormwater Management Planning and Design Manual (2003). The facilities will be inspected annually at a minimum and an annual operation and maintenance report will be prepared for each facility to ensure proper operation and maintenance procedures are carried out and the efficiency of the facility is maintained.
This is being undertaken by the Local Area Municipalities (LAMs) through a separate initiative and is beyond the scope of the UYSS EA.
The referenced study was used as one of the primary information sources in order to identify potential SWM retrofit projects and is described in details in Sections 6.1 and 9.1 of the TP Off-Sets Study.
It should be noted that completed municipal master plans were examined and direct correspondence with the municipalities on the proposed retrofits did occur.
Follow-up response:
In October 9 and December 4, 2015 letters York Region has proposed to monitor a SWM pond retrofit- please see page 1 of this table for more information.
The ministry is satisfied with this response.
The ministry recommends a condition reinforcing York Region’s commitments to monitoring and ensuring that the ministry is consulted on the proposed monitoring program.
Lake Simcoe Section of Barrie District Office
Comments were submitted on July 30, 2014 and updated comments were submitted on September 12, 2015
5.5 - Septic System Removal (page 28)
“Thus, removal of one septic tank located within 100 m of the watercourse will result in (0.66 kilograms of total phosphorus/capita/year x 3 capita/unit) 1.98 kilograms of TP reduction per year.”
Agreement with the general calculation, however how much TP actually gets beyond the tile bed? This won’t be known well enough for a TP offsetting program.
A septic tank removal program is not proposed by York Region. The ministry is satisfied with this response.
Lake Simcoe Section of Barrie District Office
Comments were submitted on July 30, 2014 and updated comments were submitted on September 12, 2015
Section 7.0 – Analysis of the TP offsetting options
There is no mention of using Holland Landing Lagoons for treatment of river or canal water.
Additionally, the assessment would appear to favour conversion of agricultural lands to forest lands (all 900 hectares) possibly mixed with SWM Retrofit opportunities. This reforestation option should be further pursued first and foremost followed by SWM retrofit opportunities to make up the difference in the TP offsetting.
As discussed in Section 6.4 of the TP Off-Sets Study (July 2014), 900 hectares (ha) of retiring agricultural land equates to 29% of the all agricultural land in the East Holland River subwatershed in 2031. This option is only viable if there is retiring agricultural land available for sale (ranging anywhere from a 100ha to 900ha in size), requires property acquisition and presents a high level of uncertainty in validation/verification.
As identified in the LSPP, stormwater is the largest contributor of phosphorus loadings to Lake Simcoe. In addition, the Lake Simcoe Conservation Authority and LAMs have published reports identifying SWM retrofit opportunities readily available for implementation and owned and operated by the municipalities.
The 2007 Holland Landing, Queensville, Sharon Wastewater Infrastructure Class EA Review and Addendum resulted in approving decommissioning of the Lagoons. Furthermore, York Region has studied the feasibility of converting the Lagoons into a natural wetland. As a result, the Lagoons are not part of the Project-Specific Phosphorus Off-setting Program.
The ministry is satisfied with this response.
Lake Simcoe Section of Barrie District Office
Comments were submitted on July 30, 2014 and updated comments were submitted on September 12, 2015
Section 8.0 - Ratio (3:1 ratio proposed)
The proposed offsetting ratio appears reasonable.
No response required. Comment noted.
Lake Simcoe Section of Barrie District Office
Comments were submitted on July 30, 2014 and updated comments were submitted on September 12, 2015
Section 8.0 - Ratio (page 42)
“As flows to the Water Reclamation Centre approach 32 million litres per day (MLD), there will be an assessment and evaluation as to how to achieve the additional phosphorus off-sets required for flows beyond 32 MLD at the 3:1 ratio. This implementation approach allows the Region to take advantage of emerging TP off-set technologies as well as validating the actual Water Reclamation Centre phosphorus removal performance.”
York Regions should consider purchasing agricultural land for reforestation to meet the requirements after 2028, or undertake this first and then implement the SWM retrofits as the 32 MLD mark is approached.
Comment noted.
As noted above, the purchase of agricultural land is only viable if there is retiring agricultural land available for sale (ranging anywhere from a 100ha to 900ha in size), requires property acquisition and presents a high level of uncertainty in validation/verification.
The ministry is satisfied with this response.
Lake Simcoe Section of Barrie District Office
Comments were submitted on July 30, 2014 and updated comments were submitted on September 12, 2015
Section - 9.0 Selection of Urban SWM Retrofits
This option is costly on a TP/kilograms per year basis. There was no suggestion of mixing options including upstream LID techniques (infiltration pipes) with SWM Pond Retrofits; use of conversion of lands to reforestation mixed in with the less-costly options to retrofit ponds. This decision making process isn’t supported economically.
Please note that road right of way (ROW) LIDs were included where possible (for example, stormwater retrofit N-NE1/NE2 where perforated pipe systems are proposed in grassed swales). In addition to this, road ROW LID options were explored further as discussed in Section 6.2 of the TP Off-Sets Study (July 2014). To summarize, road ROW LID options were not feasible due to the following:
  • Underlying Soil Types: with the exception of the northeast corner of Newmarket, most catchments examined had hydrologic soil groups C and D which limit infiltration and are not ideal for stormwater exfilitration systems sewer systems
  • Well Head Protection Areas: road ROW LIDs that infiltrate stormwater and reduce phosphorus could not be installed within the 2-year and 5-year well head protection area time of travel zones
  • Groundwater table elevations: in some cases, groundwater elevations were too high
  • Limited Space and Cost: Grassed swales are not common in urban areas and the cost of retrofitting existing roads crowded with underground infrastructure with stormwater exfiltration systems is relatively high
Conversion of retiring agricultural land to reforestation is fully dependent on the amount of agricultural land available for sale and reforestation, requires property acquisition and presents a high degree of uncertainty in validation/verification.
It should be noted that during the detailed design phase, the potential for installing oil and grit separators and other such devices will be examined.
The ministry is satisfied with this response.
Lake Simcoe Section of Barrie District Office
Comments were submitted on July 30, 2014 and updated comments were submitted on September 12, 2015
Table 9.2 (page 51)
Note – Policy 4.9-DP of LSPP compels a demonstration that the works in a redevelopment project incorporate the most effective measures in the circumstance to control the quality and quantity of stormwater related to the development it services.
The scope of the urban SWM retrofits are to provide a TP reduction equivalent to the additional loading from the proposed WRC at a prescribed ratio of 3:1 and is not related to either new, infill or redevelopment. Therefore, the identified policy is not considered applicable to this project. The ministry is satisfied with this response.
Central Region Office Technical Support Section
Comments were submitted on September 5, 2014
Final comments were submitted on June 22, 2015
Stormwater Monitoring
York Region will be required to validate the performance of the phosphorus offsetting program. The ministry is willing to discuss the details of the monitoring program with York Region.
Design Objectives
York Region must specify a design objective for TP concentration in effluent discharges to the East Holland River from the WRC. The preliminary design of the WRC should consider the most conservative proposed scenario for direct discharges. The ministry has previously mentioned a 0.01 to 0.02 mg/L TP design objective.
Reverse Osmosis Concentrate Treatment Processes
Due to the unproven nature and uncertainties with the proposed long-term Reverse Osmosis Concentrate (ROC) management strategy, pilot demonstration and validation of the ROC is required.
MOECC Design Guidelines
This should be resolved at the detail design stage.
Self-registration Concept
Comment 105 stands.
Reuse Framework
Future water reclamation projects and water reuse applications are not approved under the EA and need separate review processes.
In an October 9, 2015 letter York Region has proposed to monitor a SWM pond retrofit- please see page 1 of this table.
The WRC as developed and submitted for EA approval, included the following effluent (surface water discharge) compliance limit for total phosphorus (TP):
  • Monthly average TP concentration limit of 0.08 mg/L
In a meeting with the ministry held November 23, 2015 the ministry emphasized the importance of establishing a specific comparable design objective for the WRC. York Region was asked to consider the design and operational implications if the WRC included the following regulatory limits:
  • Monthly average TP concentration limit 0.06 mg/L
  • Monthly average TP design objective 0.04 mg/L
As identified in the submitted EA report, the membrane filtration (MF) permeate for flows exceeding the reverse osmosis (RO) maximum month design flow capacity is not anticipated to be evenly distributed across all months throughout the year as peak flows.
Exceeding the maximum monthly design capacity typically occur seasonally (spring melt). With the ministry’s understanding that such issues may periodically stress meeting these strict regulatory requirements, York Region would not object if the WRC included the above noted monthly average concentration limit and design limit.
The ministry is satisfied with this response.
The ministry is considering a condition reinforcing York Region’s commitments to phosphorus offset facility monitoring and ensuring that the ministry is consulted on the proposed monitoring program.
The ministry is considering a condition requiring York Region to pilot test and validate the reverse osmosis concentrate.
Central Region Office Technical Support Section
Comments were submitted on September 5, 2014
Final comments were submitted on June 22, 2015
Air Quality
Based on the review of the odour modelling files in support of the proposed Water Reclamation Centre, the inputs correspond to the Odour Impact Assessment Report submission of the preferred alternative. The source of emission estimates were based on emission factors from common wastewater treatment processes conducted by St. Croix Sensory. The acceptability of these emission estimates will be reviewed by the Environmental Approvals Branch. At this time, there are no further outstanding concerns regarding the air quality component of this project.
No response required. Comment noted.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Comments on the draft EA Report were for the most part satisfactorily addressed in the final UYSS EA Report.
The final EA Report is comprehensive, including a thorough assessment of various alternatives in relation to the Lake Simcoe Water Reclamation Centre (WRC) and associated treatment processes and operational strategies.
The preliminary design of the WRC is generally in accordance with design guidelines and wastewater engineering standards and incorporates a high degree of process flexibility and redundancy.
The EA Report would benefit from increased clarity on the ultimate proposed Advanced Treatment process flow configuration for the “Surface Water Discharge Treatment Train” at the WRC (i.e., discharge of RO permeate plus treated RO concentrate (ROC) to the Lake Simcoe watershed).
A report on the bench-scale studies of alternative ROC treatment processes, performed in support of the UYSS EA, should be referenced and/or listed in the EA Report.
The “Proposed Water Reclamation and Reuse Framework for Non-Potable Applications”, included as an Appendix to a Reference Document to the EA Report, has some inconsistencies with the EA Report that should be addressed and/or clarified.
Since the proposed Framework is intended to form the basis for development of project-specific reclaimed water guidelines (post-EA), it will likely need to be accepted as final, as part of the UYSS EA approval being sought.
Acceptability of the proposed mechanism for approval and oversight of reclaimed water end users (i.e., ECAs for individual end users and respective sites) by a provincial ministry (e.g. MOECC) will need to be decided upon by EAB, LWPB and/or LSB.
Increased clarity is required in the reported quantification of potential net benefits of the proposed project-specific phosphorus off-setting program and applicable off-set ratios.
York Region responded to similar review comments on the Draft UYSS EA Report. The findings of bench-scale ROC treatment is a preliminary background guidance file to support the long-term ROC management objective. The ROC treatment process will not be developed until on-site pilot studies have been completed at the proposed WRC during the initial years of operation. As such, the findings of bench-scale ROC treatment will not be specifically referenced in or appended to either the EA Report or the Advanced Treatment Demonstration Study Summary of Findings.
Further to our previous response, the mention of the bench-scale studies in the EA Report and Preliminary Design Report for the WRC shows York Region’s intention to pursue the long term ROC management strategy post-EA. The EA Report clearly defines the steps to further develop and refine the on-site treatment process for ROC treatment once the WRC is operational. Therefore, the role of the findings from the bench scale treatability studies is only as a background file. Including the bench-scale treatability report in the List of Studies and Reports Under the Control of York Region Done in Connection with the Undertaking may be misleading as the ultimate ROC treatment process to be considered for approval will only be determined by the outcome of future study conducted post-EA.
It is important to note that the proposed Undertaking provides for the ROC to be discharged to the York Durham Sewage System (YDSS). Allocation in the YDSS is provided for in perpetuity if on-site ROC treatment is not deemed feasible through the full-scale piloting.
The ministry is satisfied with this response at the time.
The ministry is considering a condition requiring York Region to pilot test and validate the reverse osmosis concentrate with ministry oversight.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Follow-up on York Region’s Responses to Review Comments on Draft UYSS EA Report
UYSS EA Report, Vol. III, Appendix X
The report “UYSS EA – Bench-Scale ROC Treatment”, dated July 2013, should at minimum be listed under Section 1.0 of Appendix C in Volume 2 of the final EA report
Follow-up comments
The proponent’s response indicates that since the ROC treatment process will not be developed until on-site pilot studies have been completed at the proposed WRC, findings of the related bench-scale treatability studies serve only as a preliminary background guidance file and will not be referenced or reported on as part of the UYSS EA. This is acceptable as long as there has not been a short listing of alternative ROC treatment processes for future consideration and further development. Otherwise, the bench-scale treatability testing and processes evaluation information should be referenced for the sake of transparency.
On a related important note, the proposed long-term ROC management strategy, which would involve ROC treatment for TP reduction to allow for its re-blending with RO permeate for discharge to the East Holland River, represents only a concept at this stage since the associated process(es) has reportedly not yet been determined/selected nor have any details on potential alternative processes been provided as part of the UYSS EA. Accordingly, it will be important to include as a condition in the UYSS EA approval being sought, MOECC’s requirement for pilot demonstration and validation of the ROC treatment process(es), which will only be selected post-EA. MOECC will need to be closely involved throughout the various stages of such a follow-up initiative owing to the unproven nature and uncertainty of ROC treatment for meeting the stringent TP limits for overall WRC effluent discharge to the East Holland River. (These uncertainties and concerns and the requirement for pilot demonstration over a minimum one-year period under representative conditions were indicated in the “ROC Treatment Study and Plans” section in a memorandum from Andre Schnell of SDB to Jeffrey Dea of EAB, dated 11 May 2012.) For example, this will need to include the development by the proponent of a detailed protocol and plans for demonstration testing of proposed ROC treatment processes, for review by MOECC (i.e., similar to the UYSS EA Advanced Treatment Demonstration Study Protocol and Plans that MOECC had an opportunity to review as Technical Observer to that study). This will be necessary to ensure adequacy of the pilot testing program and information to be generated in support of a potential full scale application of such a process(es) on a permanent basis at the WRC, if deemed successful based on the future pilot demonstration and validation testing. [Furthermore, owing to the unproven and uncertain nature of the proposed long-term ROC management strategy and application, the required level of technical review and evaluation by MOECC of any proposed ROC treatment process(es) and associated designs, prior to approval for potential full scale implementation on a permanent basis at the WRC, will inherently have to be more involved than that associated with a more typical application for a sewage works ECA for proven technologies and applications.]
ROC treatment for TP removal to very low concentrations would represent a critical and unproven process stage in the proposed long-term surface water discharge treatment train at the WRC (i.e., overall effluent discharge quality may not be representative of a quaternary level of treatment, depending on the ROC treatment process to be selected and its capabilities).
If ROC treatment is not deemed feasible through the future on-site piloting at the WRC, the ROC will continue to be discharged to the YDSS (i.e., as per the WRC treatment process flow configuration at start-up). MOECC will need to be closely involved to ensure adequacy of such a feasibility assessment, to be conducted by the proponent, post-EA.
Note:
Because of the unproven nature and uncertainties with the proposed long-term ROC management strategy and associated treatment process(es), for which there is currently very limited available information for review and assessment, it is important that pilot demonstration and validation of the ROC treatment process(es) be undertaken, should the EA be approved.
York Region responded to similar review comments on the Draft UYSS EA Report. The findings of bench-scale ROC treatment is a preliminary background guidance file to support the long-term ROC management objective. The ROC treatment process will not be developed until on-site pilot studies have been completed at the proposed WRC during the initial years of operation. As such, the findings of bench-scale ROC treatment will not be specifically referenced in or appended to either the EA Report or the Advanced Treatment Demonstration Study Summary of Findings.
Further to our previous response, the mention of the bench-scale studies in the EA Report and Preliminary Design Report for the WRC shows the Region’s intention to pursue the long term ROC management strategy post-EA. The EA Report clearly defines the steps to further develop and refine the on-site treatment process for ROC treatment once the WRC is operational. Therefore, the role of the findings from the bench scale treatability studies is only as a background file. Including the bench-scale treatability report in the List of Studies and Reports Under the Control of York Region Done in Connection with the Undertaking may be misleading as the ultimate ROC treatment process to be considered for approval will only be determined by the outcome of future study conducted post-EA.
It is important to note that the proposed Undertaking provides for the ROC to be discharged to the YDSS. Allocation in the YDSS is provided for in perpetuity if on-site ROC treatment is not deemed feasible through the full-scale piloting.
Comment noted.
The ministry acknowledges this response.
The ministry is considering a condition requiring York Region to pilot test and validate the on-site reverse osmosis concentrate management strategy before full implementation with ministry oversight.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
In the response to comment no. 17, it is indicated that a cBOD5 limit of 5 mg/L is now proposed for the Class A reclaimed water. An averaging period also needs to be indicated for this limit. York Region assumed that the averaging period would be established during pre-consultation with the ministry as part of the application process for the Environmental Compliance Approval. The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
An effluent TP objective will also need to be specified. For consistency, the design criterion of 0.02 mg/L TP should be specified as the effluent TP objective value.
Follow up comment:
The ministry disagrees with the response. It is standard practice to specify effluent objectives in an ECA for a sewage treatment plant, which the owner of the works shall use best efforts not to exceed (through design, construction and operation). The requirement for design effluent quality objectives is also described in section 8.2 of the “Design Guidelines for Sewage Works” (MOE, 2008).
Since the TP concentration in the WRC effluent is already subject to a stringent annual loading limit and a proposed maximum monthly average concentration limit, a stringent objective for the monthly average concentration is not necessary.
Follow-up response:
The WRC as developed and submitted for EA approval, included the following effluent (surface water discharge) compliance limit for total phosphorus (TP):
  • Monthly average TP concentration limit of 0.08 mg/L
In a meeting with the ministry held November 23, 2015 the ministry emphasized the importance of establishing a specific comparable design objective for the WRC. York Region was asked to consider the design and operational implications if the WRC included the following regulatory limits:
  • Monthly average TP concentration limit 0.06 mg/L
  • Monthly average TP design objective 0.04 mg/L
As identified in the submitted EA report, the membrane filtration (MF) permeate for flows exceeding the reverse osmosis (RO) maximum month design flow capacity is not anticipated to be evenly distributed across all months throughout the year as peak flows.
Exceeding the maximum month design flow capacity typically occurs seasonally (spring melt). With the ministry’s understanding that such issues may periodically stress meeting these strict regulatory requirements, York Region would not object if the WRC included the above noted monthly average concentration limit and design limit.
The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Review comment no. 20 was intended strictly to ensure that any discussions in the EA Report regarding the claimed effectiveness of the WRC for microconstituents (e.g. pharmaceuticals and personal care products) removal owing to quaternary treatment by reverse osmosis are accurate and properly qualified. Comment noted. Comment noted.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
The reviewer acknowledges the response to comment no. 26 that York Region is not seeking approval for nutrient-rich reclaimed water under the UYSS EA. Comment noted. Comment noted.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
The reviewer acknowledges the responses to comments no. 27 and 64 which state that field stormwater inflow/outflow measurements for total phosphorus removal will not be required since the demonstration of properly operated and maintained SWM retrofits will suffice. Comment noted. Comment noted.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
In the response to comment no. 32, it is indicated that the mechanism for regulation of the customer/end user of reclaimed water will be developed in consultation with a Regulatory Agency, which has been identified as MOECC and/or the Ministry of Agriculture, Food, and Rural Affairs (OMAFRA). Reference Documents strongly imply that a provincial ministry is to be responsible for approving the individual end users. The mechanism for regulation of the customer or end user of reclaimed water will be developed in consultation with a Regulatory Agency which should be the MOECC, the OMAFRA, or both, in accordance with applicable new or established regulatory frameworks. The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
In the response to comment no. 40, York Region indicates that the tables in question do not need to be revised since they were generated as part of the assessment of alternative screening process (i.e., at an earlier stage in the EA which therefore does not necessarily represent the finalized preliminary design). Please see Appendix B and C for more details. It is unclear how the response to comment no. 55 on the Draft UYSS EA Report (Vol. III, Appendix X) was in direct contrast to the second sub-bullet under the energy efficiency heading for Sustainability Principle No. 8 for Alternative No. 4. As stated in the response to comment no. 55, “the RO by-pass flow rate should not be controlled based on the effluent TP concentration”. The response to comment no. 55 also indicates that the blending ratio would be adjusted to achieve a target hardness concentration in the final effluent in order “to prevent mortality during toxicity tests”. A Daphnia magna mortality rate of <50% in a 96-hour whole effluent toxicity test is listed as a design objective for surface water discharge in the EA Report and the Preliminary Design Report for the WRC. As a result, this statement is in agreement with the second sub-bullet under the energy efficiency heading for Alternative No. 4 under Sustainability Principle No. 8 in Table F.3.
As previously stated in the response to comment no. 55, the sub-bullet that states there is potential for a 50/50 MF/RO flow split was included as an example in a document from the “Alts To” stage of the EA, and should not need to be revised. A 50/50 flow split is not discussed or suggested based on the information included in the EA Report, the Preliminary Design Report for the WRC, or the Summary of Findings.
The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Specific Review Comments on Final EA Report
Several typographical comments were made on the Final EA report. For typographical comments and responses please see Appendix B and C.
Typographical comment noted. The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Table 4.23 is unclear and requires modifications in the reviewer’s opinion. Please see Appendices B and C for more details.
Follow up comment
Although information provided in the UYSS EA Report is sufficient to enable an informed decision to be made on the EA, the revisions to Table 4.23 and associated information should be included in any future report revision.
Table 4.23 should read as follows:1
In light of the preceding revised table, the following values are provided:
  • The WRC TP Load total that exceeds the 124 kilograms (kg) TP cap from years 2023 to 2031 is now 823 kg.
  • The net benefit of the TP off-sets program is the sum of TP off-sets obtained from 2017 to 2031 (5,866 kg) minus the sum of the WRC TP load that exceeds the 124 kg cap (823kg) or is equal to 5,043 kg.
The information provided in the UYSS EA Report remains sufficient to enable an informed decision to be made on the EA.
The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
In section 5.2.1.1, there is only mention about raw wastewater to be conveyed to the proposed WRC from the approved Queensville West Pumping Station (PS); mention also needs to be made of the large sewage flows to be conveyed to the WRC from the Holland Landing PS and the 2nd Concession PS (i.e., as per section 5.1 in the Preliminary Design Report for the WRC).
Confirmation of approval of the latter two pumping stations should also be indicated (i.e., similar to that mentioned for the Queensville West PS).
The scope of work for the WRC conveyance infrastructure design is based on extending the forcemains from the tie-in point adjacent to the Queensville West Pumping Station Site north to the WRC Site. As a result, the text in section 5.2.1.1 does not need to be revised.
A more detailed description of the conveyance infrastructure is included in section 5.2.1.7, which indicates that the Holland Landing Pumping Station and 2nd Concession Pumping Station infrastructure located to the south of the tie-in point would have previously been approved.
The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
In Table 5.3, the second column heading should indicate “Proposed Effluent Quality Limits” rather than just “Proposed Effluent Quality Criteria”, since these will be compliance limits that need to be met by the WRC for the Class A reclaimed water.
Some other typographical errors noted.
Comment noted. York Region assumed that the averaging period would be established during pre-consultation with the ministry as part of the application process for the ECA.
The information provided in the UYSS EA Report remains sufficient to enable an informed decision to be made on the EA.
The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
In Table 5.4, “(cBOD)” should be changed to “cBOD5” and the averaging period for this effluent parameter indicated.
Comments on objective values and typographical comments are contained in Appendices B and C.
In Table 5.4, cBOD should be cBOD5. The paragraph preceding Table 5.4 recommends a monthly averaging period for all parameters with the exception of the annual TP loading limit.
  • An objective of 5 mg/L was recommended for both cBOD5 and TSS, since that is typically the lowest concentration used for these parameters in an ECA.
  • Typographical errors noted, and more detailed information is contained in Appendices B and C.
  • As noted in the response to a previous comment about TP objective.
The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
In section 5.2.1.3, it needs to be made clearer in the “Advanced Treatment” subsection that the process arrangement described as well as depicted in Figure 5.7, and that was pilot tested as part of the Advanced Treatment Demonstration Study, represents the initial phase of operations of the WRC. It is unclear how the reader would be under the impression that the advanced treatment system shown in Figure 5.7 does not represent WRC operations at plant start-up. More detailed information regarding phasing of WRC construction is included in Section 5.7.1, which clearly indicates that the advanced treatment process that is shown in Figure 5.7 and was tested as part of the Advanced Treatment Demonstration Study would be installed as part of the initial phase of construction, and would be expanded using a phased approach as wastewater flow rates increase with time. The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
The subsequent “ROC Treatment” subsection needs to be more clearly associated with Advanced Treatment, since it would be an integral part of the on-site liquid treatment train at the WRC under the planned long-term strategy.
For more details please see Appendices B and C.
Follow-up comment:
The ministry acknowledges York Region’s response that if a reader carefully reviews the information presented in the “ROC Treatment” subsection, the long-term ROC management strategy that would involve discharge of treated ROC to the East Holland River should be sufficiently clear.
Since the ROC treatment strategy cannot be confirmed until on-site process studies and demonstration testing are completed at the WRC, an accurate process flow diagram cannot be developed for the long-term ROC management strategy at this time. The high-level process flow diagram for the proposed ultimate WRC treatment process (Figure 5.4) includes a box representing the ROC treatment process, which is representative of the level of detail that can be shown for the ROC treatment process at this stage of the project.
For more information please see Appendices B and C.
The ministry is satisfied with this response.
The ministry is considering a condition requiring York Region to pilot test and validate the on-site reverse osmosis concentrate management strategy before full implementation.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Some elaboration is required in the “Conveyance to the Proposed WRC” subsection of section 5.2.1.7, for improved clarity:
  • It needs to be made clear whether the 2nd Concession, Holland Landing, and Queensville West Pumping Stations have each been previously approved and that they are all currently under construction (i.e., as is depicted in Figure ES.1 in the Executive Summary).
  • There is only specific mention here that the future Queensville East Pumping Station, to be constructed after the proposed WRC, was previously approved under the EA Act, but no related mention about the above-noted three pumping stations currently under construction.
  • Presumably it is because all four pumping stations have previously been approved that there is not more detail provided on the respective pumping station designs and firm capacities.
  • The first bullet in Section 5.2.1.7 states that the section of the forcemains from the Holland Landing, 2nd Concession and Queensville West Pumping Stations that are located to the south of the Queensville West Pumping Station were previously approved as part of the Queensville Holland Landing Sharon Interim Sanitary Servicing Strategy. Also, Figure 5.2 identifies the Queensville West Pumping Station as being approved, similar to Figure ES.1.
  • As noted above, the first bullet in Section 5.2.1.7 indicates that the infrastructure for the 2nd Concession, Holland Landing and Queensville West Pumping Stations has been approved, and Figure 5.2 indicates that the Queensville West Pumping Station has been approved.
  • Correct.
The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
It is noteworthy that the irrigation demand projections reported in Table 5.13 correspond to an average total of 121 m3/ha/d which exceeds the maximum average effluent application rate of 55 m3/ha/d specified in the Design Guidelines for Sewage Works (MOE, 2008) for spray irrigation.
  • If the end users are to be regulated by MOECC, it will need to be decided by the Environmental Approvals Branch whether these higher application rates are acceptable.
  • It is noteworthy that the Design Guidelines (MOECC, 2008) also specify a maximum spray season of 100 days.
Follow-up comments
  • The ministry disagrees with the statement in the York Region responses under the above-noted three items that the “Design Guidelines for Sewage Works” (MOE, 2008) are not applicable in the case of the proposed “Class A” standard reclaimed water. As was indicated in our related review comments, section 15.9 of the Design Guidelines also includes discussion of requirements for high quality treated sewage for beneficial uses such as spray irrigation of recreational lands, including golf courses (i.e., reclaimed water for unrestricted public access applications). These may therefore include the maximum average effluent application rate and spray season specified in the Design Guidelines which would likely be given consideration during a review associated with an application for ECA.
  • The ministry acknowledges and agrees with the response that reclaimed water application rates will be further refined during the detailed design stage of the proposed undertaking, including the demonstration project.
Please note these application rates are based on interviews conducted with sod farmers and golf course personnel. During detailed design, the reclaimed water application rates for sod farms and golf courses will be further refined. It should also be noted that the WRC will be producing ‘Class A’ standard reclaimed water, which is a much cleaner source of water than secondary treated wastewater effluent. As such, the Design Guidelines for Sewage Works (MOE, 2008) are not applicable in this case.
The demonstration project proposed as part of the Undertaking would establish successful application of the stringent standards proposed as part of the UYSS EA. This will build regulatory and public confidence in the use of this new water resource and ultimately enable a streamlined regulatory process which will promote new reclaimed water customers.
Follow-up response:
Supplemental to the initial response, York Region recognizes that current MOECC guidelines do not classify this water as ‘Class A’ standard water. York Region’s position; however, is that the reclaimed water that will be produced by the WRC will be disinfected at a higher level than the requirements under the “Design Guidelines for Sewage Works” (MOE, 2008). As such, York Region recognizes that in order to realize the full benefit of the reclaimed water that will be produced at the WRC, new requirements will need to be established by MOECC post EA approval.
The ministry is satisfied with the response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Clarification to be made that domestic/residential end use applications are not included as part of the reclaimed water program proposed as part of the Undertaking to be approved through the UYSS EA.
MOECC is open to having discussions on ways of increasing reuse of reclaimed water for non-potable uses by people and businesses provided that safeguards are addressed.
For more information please see Appendices B and C.
Consistent with information provided during public consultation on the UYSS EA, this will confirm that domestic reuse applications are not included in this Undertaking.
The Use Area Requirements for Reclaimed Water developed in Appendix B of the Assessment of the Proposed Reclaimed Water Program reference document and shown in Table 5.14 of the EA Report apply to the end-users proposed in the EA, such as sod farmers, for which cross connection controls may be required.
The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
In the last sentence of the 2nd paragraph in section 5.3.1, the reported 5,866 kilograms of “net phosphorus reduction benefit” needs to be verified/corrected (i.e., needs to take into account effluent TP discharges from the WRC that exceed the allocated 124 kilograms per year loading cap during the period in question). The last sentence of the 2nd paragraph in Section 5.3.1 should read as follows:
“The advanced implementation of the Project-Specific Phosphorus Off-Setting Program would accelerate water quality improvements to Lake Simcoe and provide more than 5,043 kilograms of net phosphorus reduction benefit to the Lake Simcoe Watershed through 2031 in line with the objectives of the Lake Simcoe Phosphorus Reduction Strategy and the Lake Simcoe Protection Plan.”
Comment noted.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
In addition to infrastructure associated with production of nutrient-rich reclaimed water noted in section 5.7.1, storage infrastructure for wet weather management of nutrient-rich water should also be mentioned. Through a step-wise approach, only low-nutrient water will be produced initially (i.e., tertiary treatment followed by disinfection). During wet weather, the reclaimed water will be redirected through Reverse Osmosis membranes to complete the treatment process for surface water discharge to the East Holland River. In the future, and subject to the economic viability of nutrient-rich reclaimed water, wet weather management of this water could be achieved through several methods, including distribution to a commercial tree farm operation that can use the water for irrigation or, additional storage owned by York Region will be required to accommodate the volume of water which cannot be further processed for discharge.
The UYSS EA is not seeking approval of the wet weather management program. The location of the wet weather infrastructure will be dependent on the customer base and will determine whether the infrastructure is subject to a future Class EA process.
The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Item #19 in Table 6.2 likely needs to be revised to reflect the actual net benefit of the proposed TP off-setting program. Also, the period in question should be 2017 to 2031 since SWM retrofits are scheduled to be implemented as of 2017. Comment noted.
Item #19 in Table 6.2 should read as follows:
“York Region will implement the proposed Project-Specific Phosphorus Off-Setting Program prior to the proposed WRC commencing operation in 2019. This will provide an immediate benefit to the Lake Simcoe watershed of 5,866 kilograms of phosphorus removed between 2017 and 2031; resulting in a net benefit of 5,043 kilograms of TP reduction between 2017 and 2031 to the Lake Simcoe watershed.”
The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
In the 1st paragraph in the 2nd column and 2nd row under the Chippewas of Georgina Island First Nation subheading in Table 7.2 (i.e., on page 464), the discussion that the WRC “will provide the highest level of wastewater treatment in the world through quaternary treatment (i.e., RO water)” and that this treatment effectiveness was confirmed by the Advanced Treatment Demonstration Facility during the UYSS EA, it needs to be made clear that this relates specifically to the initial mode of operation of the WRC. The reported discussion does not necessarily apply to the planned long-term ROC management strategy that would involve a direct discharge of blended RO permeate and treated ROC, the latter stream being treated for additional TP removal. Comment noted. The information provided in the UYSS EA Report remains sufficient to enable an informed decision to be made on the EA. The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Volume II
Table F.3 needs to be revised, since nutrient-rich reclaimed water is not included as part of the proposed Undertaking for which approval is being sought through the UYSS EA.
This will clarify that reclaimed water used for irrigation will have low nutrient value typical of tertiary treatment. York Region’s strategy for nutrient-rich reclaimed water was to run the biological treatment process at a lower solids retention time which would result in generating reclaimed water with a higher nutrient content. The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Volume III
A copy of the Memorandum dated February 18, 2014 from York Region to MOECC should be included in Appendix H.
Comment noted. Comment noted
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Miscellaneous Review Comments on Selected Reference Documents
Assessment of the Proposed Reclaimed Water Program (July 2014)
Typographical comments and the associated responses are contained in Appendices B and C.
Comment noted. The ministry is satisfied with this response.
Any future updates to the document should include typographical revisions.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
In the Executive Summary of the revised report dated July 2014, reference is made to the “Proposed Water Reclamation and Reuse Framework for Non-Potable Applications”. More details can be found in Appendices B and C.
A decision on such a matter would need to be made by other branches at the MOECC after careful consideration, as there could be significant potential implications.
York Region is seeking to have a step-wise concept approved through the EA which anticipates future development of the regulatory framework, working collaboratively with the MOECC, and starting on a demonstration scale using project specific guidelines.
York Region anticipates that this approach will demonstrate successful application of stringent standards which will build regulatory and public confidence in the use of this “new” water resource – and ultimately enable a streamlined regulatory process which would promote new customers.
Follow-up response:
York Region recognizes that the MOECC does not currently have guidelines specific to this project. As such, York Region recognizes that in order to realize the full benefit of the reclaimed water that will be produced at the WRC, requirements need to be established to enable the province to regulate the use of reclaimed water.
The ministry is satisfied with this response.
Any future updates to the document should include typographical revisions.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
In addition to the subsections covering “Public Perception” and “Environmental Protection” provided in section 2.4, a subsection on human health and safety considerations should be included for completeness, since the latter is an important consideration associated with reclaimed water use. Human health and safety considerations are integrated throughout the Assessment of the Proposed Reclaimed Water Program (July 2014) as part of Table ES.1 which highlights proposed water treatment requirement for ‘Class A’ standard reclaimed water, under Section 4.5 which discusses measures to ensure human health and safety, and as part of Appendix B. Human health and safety is integrated into the project specific reclaimed water program as only ‘Class A’ standard reclaimed water is produced for non-potable reuse applications. The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Table 3.6 does not specify the total land area associated with the sod farms and golf courses in order to be able to calculate area-specific projected irrigation rates. During detailed design, the reclaimed water application rates for sod farms and golf courses will be further refined. The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
The bolded statement at the end of the 2nd paragraph under the “Ontario” subsection in section 4.2 is misleading in the reviewer’s opinion.
  • The referenced Design Guidelines for Sewage Works (MOE, 2008) do not just envision secondary effluent disposal as stated; treatment requirements for beneficial use applications are described in section 15.9.6 of the Design Guidelines, including stringent requirements associated with the irrigation of recreational lands such as golf courses (i.e., 60 days of retention of secondary treated effluent plus disinfection to ensure adequate control of pathogens); these requirements are well beyond treatment requirements for sewage “disposal” by spray irrigation.
  • It is noteworthy that a draft MOE policy to govern the spray irrigation of treated sewage onto golf course lands specified the same treatment requirements as described in section 15.9.6 of the 2008 MOE Design Guidelines; the draft policy also included a specified alternative with a stipulated requirement to meet a geometric mean fecal coliform most probably number (MPN) value of 14 per 100 mL or less.
  • It is also noteworthy that the Municipal Sewage Regulation under the Environmental Management Act in British Columbia accepts 60 days storage after secondary treatment in lieu of filtration, followed by disinfection for unrestricted public access applications of reclaimed water (i.e., very similar to the MOE Design Guideline treatment requirements).
York Region recognizes that in order to realize the full benefit of the reclaimed water that will be produced at the WRC, new requirements will need to be established by MOECC post EA approval. The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
In section 4.5, it is noted that inspection of tanker trucks is included in the proposed Framework. The proposed Framework does not appear to cover this but probably should. Comment noted.
The inspection of tanker trucks mentioned in Section 4.5 of the Assessment of the Proposed Reclaimed Water Program Report should have been included in Section 3.02 of Appendix B.
The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Section 1.02 (i.e., “Other classes of Reclaimed Water may be defined as appropriate by York Region”) is very open ended. Comment noted. This will confirm that York Region’s definition of “Other Classes of Reclaimed Water” will be subject to applicable regulatory approvals. The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Section 2.02 (i.e., impoundments) also covers an end use that is not covered in section 4.4 of the main report or in section 5.2.4.3 of the EA report (?) This content is provided for information purposes only. Impoundments are not considered as part of the proposed reclaimed water program at this time. York Region is only seeking approval for the production and distribution of reclaimed water to users who will be required to obtain their own appropriate provincial approvals to receive and use the reclaimed water. The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Preliminary Design Report for the Lake Simcoe WRC (July 2014)
Any typographical comments and associated responses are contained within Appendices B and C.
The line that shows the ROC being discharged to the YDSS in Figure 5.3 is dashed, which indicates that the line shows the initial conditions. In addition, the description for ROC Management that is included under the Advanced Treatment subheading states that the ROC would initially “be directed to the ROC Pumping Station, which would convey ROC to the Duffin Creek WPCP via the YDSS.” As a result, it should be clear to the reader that Figure ES.3 shows the initial ROC management strategy. The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Figure ES.4 needs to be modified.
It should also be indicated in the figure that the waste sludge to YDSS reflects only the initial mode of WRC operations.
Comment noted regarding the thickener underflow being fed to the fermenter.
The difference between the initial and long-term solids handling strategies should be clear to the reader. The information provided in the UYSS EA Report remains sufficient to enable an informed decision to be made on the EA.
The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
In the “Biosolids” subsection on page xiv, it needs to be briefly described how dewatering filtrate will be handled at the WRC. Comment noted. The information provided in the UYSS EA Report remains sufficient to enable an informed decision to be made on the EA. The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
The second sentence of the fourth paragraph in the “Construction Phasing subheading on page xiv needs to be reworded since the ROC treatment process would not necessarily rely solely on precipitation for phosphorus treatment and removal. The text states that the “ROC treatment process would precipitate and remove phosphorus”. It does not state that the process would rely solely on precipitation. Precipitation of soluble phosphorus would likely be one stage of the ROC treatment process, but would need to be followed by a separation/filtration process (i.e. membrane filtration) in order to remove the precipitated phosphorus. The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
In Figure 4.2, there needs to be indication that the Advanced Treatment Process configuration depicted represents the initial phase of WRC operations; the long-term configuration involving ROC treatment for direct discharge also needs to be shown since it will be an integral part of the advanced treatment process in the long term. The line that shows the ROC being discharged to the YDSS in Figure 5.3 is dashed, which indicates that the line shows the initial conditions. In addition, the text on the following page describes the long-term ROC management strategy, and states “the ROC would initially be conveyed to the YDSS via new twin forcemains”.
Since the ROC treatment strategy cannot be confirmed until on-site process studies and demonstration testing are completed at the WRC, an accurate process flow diagram for the long-term ROC management strategy cannot be developed at this time.
The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
It should be verified whether the contact time (CT) concept and value of 300 mg-minutes/litre is applicable to the secondary disinfection process design that is summarized in Table 4.75.
Presumably the reclaimed water will already have been UV disinfected prior to secondary chlorination(?).
Comment noted.
The CT concept and value of 300 mg-min/L and the 30 minute modal contact time do not apply to the secondary disinfection process design. As a result, the heading “Disinfection Process” and the two rows below in Table 4.75 should be removed.
Correct, the reclaimed water would have previously undergone UV disinfection prior to chloramination.
The information provided in the UYSS EA Report remains sufficient to enable an informed decision to be made on the EA.
The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Some elaboration is required in section 5.1 regarding sewage conveyance to the WRC for improved clarity. The first bullet in Section 5.1 states that the section of the forcemains from the Holland Landing, 2nd Concession and Queensville West Pumping Stations that are located to the south of the Queensville West Pumping Station were previously approved as part of the Queensville Holland Landing Sharon Interim Sanitary Servicing Strategy.
In the WRC Conveyance Preliminary Design drawings package, there are four mechanical drawings and one instrumentation and control (I&C) drawing for the Queensville West Pumping Station.
The pumps would be replaced or modified to accommodate the lower head required to pump to the WRC Site. The modifications would not result in an increase in design flow for the pumping station.
The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Comment about reuse of nutrient-rich reclaimed water is not part of the UYSS EA approval being sought. The WRC Design Basis Report (Appendix A to the Preliminary Design Report for the Lake Simcoe WRC) is an early supporting document to the Preliminary Design Report for the Lake Simcoe WRC and, as a result, was prepared prior to the preliminary design being completed. The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
In the Key Map diagram of the “UYSS WRC Conveyance Preliminary Design” in Appendix D, the Queensville West Pumping Station is identified as “Existing” which is confusing. The construction of the Queensville West Pumping Station will be completed before the detailed design of the WRC conveyance infrastructure is complete. The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
Table 8.4 is unclear and requires modifications in the reviewer’s opinion. Table 8.4 should read as follows:2
In light of the preceding revised table, the following values are provided:
  • The WRC TP Load total that exceeds the 124 kilograms TP cap from years 2023 to 2031 is now 823 kilograms.
  • The net benefit of the TP off-sets program is the sum of TP off-sets obtained from 2017 to 2031 (5,866 kilograms) minus the sum of the WRC TP Load that exceeds the 124 kilogram Cap (823 kilograms) or is equal to 5,043 kilograms.
The information provided in the UYSS EA Report remains sufficient to enable an informed decision to be made on the EA.
The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
The statement in the third sentence of the first paragraph in section 9.1 is potentially misleading as it implies a net benefit to the watershed of 5.9 tonnes of TP removal. Although TP off-sets obtained will amount to 5866 kilograms of TP removal during the proposed period of 2017-2031, this does not represent a net benefit since there will be some exceedance of the 124 kilograms per year cap from the WRC effluent discharge. This needs to be made clearer, in the reviewer’s opinion.
Also, the reference period indicated should probably be between 2017 and 2031 rather than 2019 to 2031, since SWM pond retrofits will reportedly be implemented in 2017.
Comment noted.
The third sentence of the first paragraph in Section 9.1 should read as follows:
“York Region’s approach to achieve this Lake Simcoe specific 3:1 ratio is to implement the following nine programs prior to the WRC commencing operation in 2019 providing an immediate benefit to the watershed – a net benefit of 5.0 tonnes of phosphorus removed between 2017 and 2031.”
The information provided in the UYSS EA Report remains sufficient to enable an informed decision to be made on the EA.
The ministry is satisfied with this response.
Standards Development Branch,
Water Standards Section
Comments were submitted on August 29, 2014
Follow-up comments were submitted on April 30, 2015
The “required 336 kilograms of TP per year” mentioned in the first paragraph in section 10.2 needs to be elaborated upon. Comment noted.
The 1st paragraph in section 10.2 should be read as follows:
“Although the proposed TP Off-Sets Program established through this study provides for the required 350 kilograms TP/year necessary to allow the WRC operate up to inflows of 32 MLD and to be established in accordance with the LSPP, implementation of the proposed SWM Pond retrofits, as mentioned, will not take place until a number of steps are carried out.”
The information provided in the UYSS EA Report remains sufficient to enable an informed decision to be made on the EA.
The ministry is satisfied with this response.
Environmental Approvals Branch, Environmental Approval Section,
Senior Noise Engineer
Comments were submitted on September 15, 2014
NPC-300 Guideline
Sections 3.1 and 5.1.2 of the report state that the applicable MOECC guidelines include LU-131, NPC-205 and NPC-232. As of October 21, 2013, MOECC publication NPC-300, “Environmental Noise Guideline, Stationary and Transportation Sources – Approval and Planning, Publication NPC-300”, August 2013, has replaced all these three guidelines. Therefore, NPC-300 should be used in the assessment.
The report has been updated to reference NPC 300. The ministry is satisfied with this response.
Environmental Approvals Branch, Environmental Approval Section,
Senior Noise Engineer
Comments were submitted on September 15, 2014
Vacant Lot Noise Receptors
The report has not considered the adjacent vacant lot noise receptors in the study. These should be considered where adjacent vacant lands are zoned for future noise sensitive uses.
Compliance with the applicable noise limits was established at the Facility’s property boundary at elevated 4.5 metre receiver locations in all directions in anticipation of future development or “Vacant Lot” receivers. No further analysis is required. The ministry is satisfied with this response.
Environmental Approvals Branch, Environmental Approval Section,
Senior Noise Engineer
Comments were submitted on September 15, 2014
Truck Activities
The report has only assessed the inbound/outbound truck routes, but has not considered other potential on site truck activities which are potentially significant noise sources.
The report considered the noise impact from the inbound/outbound truck route as the significant environmental noise source. Other sources were not considered because they will not take place on-site (i.e., truck idling) or will occur indoors and only for brief periods of time compared to normal facility operations (i.e., vacuum pumping). The ministry is satisfied with this response.
Environmental Approvals Branch
Senior Wastewater Engineer
Comments were submitted on January 16, 2013
No further comment on the Draft EA submission. No outstanding concerns. Comment noted.
Environmental Approvals Branch
Senior Air Engineer
Comments were submitted on September 15, 2014
No further comments on EA. No outstanding concerns. Comment noted.
Standards Development Branch,
Pollution Control Engineering Advisor
Comments were submitted on September 5, 2014
Comments on the proposed Phosphorus Off-Setting Program:
Footnote 2 to Table 4.23 should reference to 350 kilograms and 504 kilograms instead of 336 kilograms per year.
In Section 5.3.1.2 on page 307 regarding the proposed operation and maintenance of the stormwater management ponds the report states “Sediment removal once sediment has accumulated to 1/3 of the permanent pool depth”. I note that the 2003 MOE Stormwater Management Planning and Design Manual suggests that an acceptable reduction of suspended solids removal efficiency would be 5%. An analysis of solids removal performance would be required to determine if a 5% reduction in efficiency would equate to the accumulation of solids to 1/3 of the permanent pool depth.
Regarding the responses to the previous comments provided in Appendix X I note:
The response to the comment on in-stream ponds was that the ponds examined did not meet the spatial requirements to accommodate an off-stream pond.
With respect to my comment on the area “serviced by a pond” as opposed to the area “surrounding a pond” the reviewer notes that a portion of the area surrounding a pond is actually downstream of the pond. The downstream area has little or no impact on the runoff flowing into the pond or the treatment provide by the pond.
Follow-up comments:
This is not a major concern. If not corrected, however, readers will be confused by this reference.
Comment noted. The information provided in the UYSS EA Report remains sufficient to enable an informed decision to be made on the EA.
York Region will determine sediment removal frequencies of each SWM facility during detailed design as per the MOE Stormwater Management Planning and Design Manual (2003).
The SWM pond retrofits were selected based on the LSRCA study titled Stormwater Management Retrofits Opportunities (2007).
Retrofit opportunities will be reconfirmed as part of pre-construction.
York Region will delineate a more accurate contributing drainage area to each SWM facility as part of detailed design.
The ministry is satisfied with this response.
Ministry of Natural Resources and Forestry
Submitter Summary of Comments Proponent’s Response Status
Comments were submitted on April 3, 2014 and July 21, 2014 Section 5 - Impact Assessment of the Proposed Undertaking
The Ministry of Natural Resources and Forestry (MNRF) continues to have concerns about the unknown effects of the discharge on the fish community and aquatic life. The predicted water quality that meets minimum MOECC guidelines does not translate to a 'positive' response in the aquatic community. MNRF maintains that the best approach to these unknowns is an adaptive management approach where the monitoring plans support mitigative actions, if required. The UYSS EA should be clearer in its capacity to mitigate changes to the aquatic community specifically caused by alterations in water temperature, water velocity, water level and water quality.
This will confirm that the final UYSS EA Report was revised as per York Region’s July 7, 2014 response to the MNRF.
York Region is committed to continuing to work collaboratively with MNRF on the monitoring program as well as the adaptive management strategy for the proposed UYSS Undertaking.

York Region has committed to work collaboratively with MNRF on an adaptive management strategy for the project where the monitoring plans will inform mitigative actions.

York Region will monitor water velocity (surface and sub-surface) pre- and post- construction at the outfall, as requested by MNRF, and will build in mitigative actions in the event that water velocity or any other water quality measurement may cause undesired changes to the aquatic community or aquatic habitat.
The ministry is satisfied with this response.
Comments were submitted on April 3, 2014 and July 21, 2014 Section 6 - Commitments and Monitoring of the Proposed Undertaking
MNRF will support UYSS in the development of their adaptive management strategy, Angler Surveys and Post Construction Aquatic Habitat Monitoring as the EA proceeds.
No response required. The ministry is satisfied with this response.
Comments were submitted on April 3, 2014 and July 21, 2014 Standardized, Repeatable Methodologies for Monitoring
Monitoring details can be discussed in greater detail when appropriate in EA process. In the case of species monitoring, MNRF supports multi-year monitoring that is multi-pass within a given year (repeating sample sites over short periods of time ) using scientifically accepted methodologies to maximize the probability of detecting a species, given it occurs at the sample site. This will in turn provide a level of detail to capture trends if they exist.
MNRF recommends monitoring stations be distributed upstream and downstream (and in between) of any thermal or discharge influence from the outfall (where there is no tangible change from natural conditions) to capture any potential responses by the aquatic community or aquatic habitat.
The baseline monitoring program will entail seasonal surveys to target fish community representation at times of year where the highest potential for change is anticipated. Monitoring stations will be established upstream and downstream of the outfall influence, with GPS coordinates recorded, to ensure standardization and consistency of sample collection over the monitoring period. As requested by MNRF at the October 31, 2014 meeting, York Region will provide MNRF with the proposed monitoring approach taking into consideration their previous comments as well as those raised in the October 31, 2014 meeting. The ministry is satisfied with this response.
Comments were submitted on April 3, 2014 and July 21, 2014 Parameters for Water Quality Monitoring
MNRF also recommends water velocity (surface and sub-surface) be monitored, pre- and post-construction of the outfall and that UYSS build in mitigative actions in the event, water velocity, or any other water quality measurement cause undesired changes to the aquatic community or aquatic habitat.
Please refer to the preceding response for details of the methodology and monitoring locations to be used during post-construction fish community and aquatic habitat monitoring. This monitoring program includes data collection in the spring, summer, fall and winter months to capture seasonal variation within a given monitoring year. We note that effluent volume thresholds represent annual averages, and that there are some unknowns in terms of when these thresholds will be reached. Furthermore, we acknowledge that there are issues with detection of fish even on the best of days due to fish behaviour, weather, etc. Therefore we propose fish community monitoring for two subsequent years when each million litre per day threshold is met or exceeded. As stated previously, some of the details of the design and construction methods are still to be determined during the detailed design/permitting phase of the project. Providing too much detail at the EA stage could result in a mismatch between the monitoring program and the project’s effects/implementation. A meeting will be held with MNRF and other appropriate regulatory agencies (e.g., DFO, LSRCA, MOECC), during the detail design stage to further develop the adaptive management framework.
York Region is committed to post-construction monitoring. The following details will be added to the fish community monitoring plan in the UYSS EA Report:
  • Time of year (season) (quantitative fish community surveys will be conducted in the summer; qualitative fish surveys in the winter);
  • Appropriate weather conditions (clear, calm); Sampling intensity (designated survey areas will be defined and fishing efforts will be recorded and results reported on a Catch Per Unit Effort);
  • Location to be sampled (although this should include some flexibility to be confirmed/modified during baseline data collection based on field conditions); and
  • Appropriate statistical methods such as t-tests, Analysis of variance (ANOVA), or ANCOVA (as appropriate) will be employed to test for changes in the aquatic environment.
Considerations with respect to fish include:
  • Native vs. non-native (species diversity);
  • Young-of-the-year (YOY) vs. adult (spawning / habitat use); and Abundance (% change year-to-year).
As previously described, post-construction monitoring would be conducted using the same methods and at the same locations as baseline monitoring.
The ministry is satisfied with this response.
Additional comments received on December 11, 2015 MNRF requires that a monitoring plan be provided to MNRF for review 1 year in advance of pre-construction monitoring implementation to allow for a thorough review process. The monitoring plan should include the following minimum requirements:
Duration of Monitoring
  • Minimum 3 years of monitoring prior to construction, each of four seasons, except where stated below
  • Minimum 3 years of monitoring post-construction, each of four seasons, except where stated below
Monitoring Variables
Monitoring must use repeatable sampling methods and be repeated through time to assess changes in trends. At a minimum, three key variables associated with the discharge of the UYSS outlet should be monitored including:
  • Temperature
  • Velocity
  • Water level
With regards to monitoring the potential environmental impacts of the UYSS outlet discharge into the East Holland River, the following environmental variables should be included within the monitoring plan:
  • Vegetation Communities (ie wetlands in and around the outfall) – summer only
  • Vegetation Species (ie wetland species in and around the outfall) – summer only
  • Aquatic Invertebrates – summer only
  • Fish Community and Biomass – year round
  • Fish/Aquatic Habitat – year round
Monitoring Intensity
Sampling intensity and appropriate statistical analysis must be sufficient to detect changes, if there are changes to support an adaptive management plan.
Monitoring Area
Pre and Post-construction monitoring details should include maps and coordinates of proposed sample sites. For in-water monitoring, at a minimum, sampling distribution should follow a similar plan to the locations described below:
Sufficiently upstream to avoid bias from the backwater effect in the Holland River system
  • 50 m upstream of outlet
  • At Outlet
  • 25 m downstream of outlet
  • Soldiers Bay
  • 50 m downstream of outlet
  • 100 m downstream of outlet
  • 250 m downstream of outlet
  • 500 m downstream of outlet
  • 1 km downstream of outlet
  • More sites if deemed necessary
Monitoring Reporting Commitment
Monitoring reports will be required to be provided to MNRF annually.
Supporting Adaptive Management Strategy
The monitoring plan should be directly integrated within the adaptive management plan which will include an assessment and identification of realistic options for mitigating outfall temperature, discharge velocity, and water levels to address unforeseen impacts to the aquatic community or habitat. It is anticipated that a portion, or all of the three years of pre-construction monitoring would help UYSS in the development of their adaptive management strategy. Subsequently MNRF would expect a draft adaptive management strategy to be provided to MNRF one year prior to the UYSS coming ‘online’ so that a thorough review process can occur.
Based on the minimum requirements for duration of monitoring prior to and following construction, please propose a start date for the UYSS monitoring plan to begin implementation in the field and a subsequent date MNRF can expect a Monitoring Plan to be received for review, which is at least one year in advance of monitoring commencing.
Please note these minimum requirements are not related to other aspects of the project (ie. Endangered Species Act requirements on the water reclamation building site) and are not related to the construction monitoring aspect of the outfall (ie. Erosion and Sediment Control monitoring during construction) which UYSS is aware of and has detailed in the EA.
As discussed previously, it is expected that an adaptive management strategy be developed that includes realistic mitigation options to temperature, flow rate and water level impacts on the aquatic community and habitat that could be implemented. The monitoring plan should inform the adaptive management strategy.
In a letter sent on December 14, 2015 York Region agrees with the overall principles outlined in the MNRF’s December 11, 2015 letter, including collecting three years of pre-construction monitoring data, and will work collaboratively with MNRF staff in developing a final monitoring plan and Adaptive management strategy that meets both the Region’s and MNRF’s needs. The ministry is satisfied with this response.
The ministry is considering a condition to require York Region to develop a monitoring plan and supporting adaptive management strategy for the East Holland River.
Other ministries
Submitter Summary of Comments Proponent’s Response Status
Ministry of Tourism, Culture & Sport Our previous comments and recommendations have been addressed. Accordingly, we have no further comments regards to this EA. No response required. Comment noted.
Ministry of Transportation (MTO) Preferred Water Reclamation Centre Site
  • Future water reclamation site is possibly within future Bradford Bypass Right of Way (ROW) control zone
  • Building and Land use (BLU) permit will be required if within control zone
Proposed Phosphorous off-set locations
  • Study encompasses ROWs of existing Hwy 405, Hwy 404 extension and future Bradford Bypass
  • To consult if new pond is within control zone or if the design affects (drainage or otherwise) MTO ROW
  • Building and Land Use or an Encroachment permit will be required if within control zone
Preferred Wastewater conveyance Route
  • As the proposed route is far from any MTO highways, there are no concerns.
In principal the reviewer does not have any objections to the proposed locations assuming that York Region will contact MTO to obtain all necessary permits and approvals when location of the proposed facility is known and is within MTO’s approval zone (Nov 24/2014 email).
The proposed Water Reclamation Centre site is not located within the future Bradford Bypass ROW control zone. In addition, none of the proposed stormwater management pond retrofits are situated within the aforementioned control zones. Also, the design of the proposed stormwater management pond retrofits will not affect (drainage or otherwise) MTO ROW.
If the preceding conclusions determined through the UYSS EA change during detailed design, York Region will contact MTO for a building and land use (BLU) or an Encroachment Permit if it is required.
The ministry is satisfied with this response.
Other Government Agencies
Submitter Summary of Comments Proponent’s Response Status
Hydro One It is confirmed that there is a 90 metre-wide hydro corridor crossing the southeast corner of the proposed Water Reclamation Centre site. Please note that the transmission conductors are operating at 230 kilovolts (kV), instead of 44kV as mentioned in section 5 of the EA Report.
Buildings are not permitted on Hydro One easement lands and/or corridors.
In addition to existing infrastructure, affected transmission corridors may have provisions for future lines or already contain secondary land uses.
Please allow the appropriate lead-time in your project schedule in the event that your proposed development impacts Hydro One infrastructure to the extent that it would require modifications to our infrastructure.
Once more details about your plans are known and it is established that your development will affect Hydro One facilities including the rights of way, please submit your plans to Hydro One.
Please note that York Region will be held responsible for all costs associated with modifications or relocation of Hydro One facilities, as well as any added costs that may be incurred due to increase efforts to maintain our facilities.
Hydro One does not have any concerns with York Region’s responses.
Please understand that Hydro One comments about the UYSS Final EA does not constitute any sort of approval for York Region’s plans and is being sent as a courtesy to inform York Region that Hydro One must be consulted on the UYSS project (Nov 4/14 email).
No buildings are proposed within Hydro One land easements or corridors. In addition, York Region will adhere to all Hydro One requirements.
Plans will be submitted to Hydro One as part of the standard detailed design process.
The ministry is satisfied with this response.
Town of Aurora We are satisfied with the EA and have no comments. No response required. Comment noted.
Town of Georgina The Town of Georgina would prefer that the Regional Municipality of York retrofit KS-39 Storm Water Management Pond to Level 2 Facility. York Region will review the Town’s request within the context of the proposed change review process described in Section 9.0 of the UYSS EA Report during detailed design. The ministry is satisfied with this response.
York Region Emergency Management Services (EMS) EMS requires any updates of any traffic disruptions to ensure our response times are not impacted.
We are satisfied with the EA and we have no comments.
York Region EMS will be kept informed of any potential traffic disruptions associated with constructing the proposed Undertaking through the standard local and regional road occupation permitting processes. The ministry is satisfied with this response.
York Region Public Health Branch In the development and retrofits of storm water management ponds, we recommend utilization of the document “Best Practices for Reducing the Risk of West Nile Virus in Storm water Management Ponds” (Ministry of Health and Long Term Care, March 2008) York Region will take into account the document "Best Practices for Reducing the Risk of West Nile Virus in Stormwater Management Ponds" (Ministry of Health and Long Term Care, March 2008), as appropriate, in developing the proposed stormwater management pond retrofits. The ministry is satisfied with this response.

1

Table 4.23: Annual TP Off-Set Ratios Up to Year 2031 with 3:1 TP Off-Setting Ratio and Advanced Implementation
Year WRC Annual Avg Day Flow (MLD) WRC TP Load (that exceeds 124 kg TP Cap)(kg) TP Off-Sets Obtained (kg) Annual TP Off-Setting Ratio
2017 0 0 350 n/a
2018 0 0 350 n/a
2019 8.5 -62 350 n/a
2020 11.1 -43 350 n/a
2021 13.8 -24 350 n/a
2022 16.4 -4 350 n/a
2023 19.0 15 350 23.3:1
2024 21.6 34 350 10.3:1
2025 24.3 53 350 6.6:1
2026 26.9 72 350 4.9:1
2027 29.5 91 350 3.8:1
2028 32.1 111 504 4.5:1
2029 34.8 130 504 3.9:1
2030 37.4 149 504 3.4:1
2031 40.0 168 504 3.0:1
Total n/a 823 (years 2023 to 2031) 5866 (years 2017 to 2031)  

Column 3: WRC TP Load that exceeds the 124 kg TP Cap = (WRC Flow (MLD) x 0.02 mg/L WRC TP x 365 days) – 124 kg TP Cap.
Column 4: is consistent at 350 kg of TP off‑sets obtained each year from 2017 to 2027 and 504 kg of TPoff‑sets obtained each year from 2028 to 2031.
Column 5: Annual TP Off‑Sets Ratio = TP Off‑Sets Obtained (kg) / WRC TP Load (kg) that exceeds 124kg TP Cap
Total: provides a sum of the WRC TP load that exceeds the 124 kg TP cap from 2023 to 2031 (823 kg) and a sum of the TP off‑sets obtained from 2017 to 2031 (5,866 kg). This equates to a net benefit of (5,866kg – 823kg = ) 5,043kg.


2

Table 8.4: Annual TP Off-Set Ratios Up to Year 2031 with 3:1 TP Off-Setting Ratio and Advanced Implementation
Year WRC Annual Avg Day Flow (MLD) WRC TP Load (that exceeds 124 kg TP Cap)(kg) TP Off-Sets Obtained (kg) Annual TP Off-Setting Ratio
2017 0 0 350 n/a
2018 0 0 350 n/a
2019 8.5 -62 350 n/a
2020 11.1 -43 350 n/a
2021 13.8 -24 350 n/a
2022 16.4 -4 350 n/a
2023 19.0 15 350 23.3:1
2024 21.6 34 350 10.3:1
2025 24.3 53 350 6.6:1
2026 26.9 72 350 4.9:1
2027 29.5 91 350 3.8:1
2028 32.1 111 504 4.5:1
2029 34.8 130 504 3.9:1
2030 37.4 149 504 3.4:1
2031 40.0 168 504 3.0:1
Total n/a 823 (years 2023 to 2031) 5866 (years 2017 to 2031)  

Column 3: WRC TP Load that exceeds the 124 kg TP Cap = (WRC Flow (MLD) x 0.02 mg/L WRC TP x 365 days) – 124 kg TP Cap.
Column 4: is consistent at 350 kg of TP off‑sets obtained each year from 2017 to 2027 and 504 kg of TP off‑sets obtained each year from 2028 to 2031.
Column 5: Annual TP Off‑Sets Ratio = TP Off‑Sets Obtained (kg) / WRC TP Load (kg) that exceeds 124kg TP Cap
Total: provides a sum of the WRC TP load that exceeds the 124 kg TP cap from 2023 to 2031 (823 kg) and a sum of the TP off‑sets obtained from 2017 to 2031 (5,866 kg). This equates to a net benefit of (5,866kg – 823kg = ) 5,043kg.

Table 2: Aboriginal Communities Comment Summary Table

Submitter Summary of Comments Proponent’s Response Status
Chippewas of Georgina Island First Nation
September 19, 2014
A number of the documents that were issued to the Chippewas of Georgina Island First Nation by York Region and used for review were marked as draft. Since the Chippewas of Georgina Island First Nation’s last review meeting with York Region in September 2013, there have been a number of documents that have been finalized in which the Chippewas of Georgina Island First Nation have not seen any information outlining any changes that might have been made. There are also several reports within the EA with a release date of July 2014. These documents were released outside of the Chippewas of Georgina Island First Nation’s review window and changes may have occurred prior to finalization. It is requested that the Chippewas of Georgina Island First Nation have the opportunity to review any documents that were released after the September 2013 meeting and funds be allocated to do so. The Chippewas of Georgina Island First Nation, like other interested First Nations, review agencies and public members were provided opportunities to review all UYSS EA documentation in accordance with the Minister of the Environment and Climate Change- approved (as amended) UYSS EA Terms of Reference (ToR), EA Act, and the ministry’s Code of Practice for Preparing and Reviewing Environmental Assessments in Ontario (January 2014). All draft reference documents, with the exception of the Assessment of the Proposed Reclaimed Water Program, were available for review during the Draft EA Report review period (February 18 to March 28, 2014) and all final reference documents, including the Assessment of the Proposed Reclaimed Water Program, were available for review during the formal EA Report review period (July 25 to September 12, 2014).
Based on a request received from the Chippewas of Georgina Island First Nation N, a separate Technical Review Communications Protocol was also prepared to facilitate clear, timely and transparent communication between York Region and the Chippewas of Georgina Island First Nation during the UYSS EA with regards to documentation review. The Technical Review Communications Protocol was finalized and signed by both York Region and the Chippewas of Georgina Island First Nation in July 2012. Once signed, York Region provided funding to FHR Incorporated (formerly named Northern Waterworks) as directed by the CGIFN for technical advisory support to review and provide comments on the documents identified.
In terms of the documents reviewed by the Chippewas of Georgina Island First Nation as part of the signed Technical Review Communications Protocol, some reports remained unchanged at the time of formal submission of the EA Report.
Several reports that were reviewed by the Chippewas of Georgina Island First Nation as part of the signed Technical Review Communication Protocol were updated following the September 2013 meeting, with the exception of the Natural Environment Baseline Conditions Report which was updated April 2013. These documents were updated in response to comments received from review agencies, First Nations and Métis organizations and members of the public.
The ministry is satisfied with this response.
Ongoing consultation with the Chippewas of Georgina Island First Nation is being considered as a condition of approval.
Chippewas of Georgina Island First Nation
September 19, 2014
There are no concerns with the UYSS response regarding effluent limits and power outage. No response required. Comment noted.
Chippewas of Georgina Island First Nation
September 19, 2014
The EA report addresses the issue of pharmaceutical and personal care products (PPCP) using a literature review approach and again states that any effect on human potable water consumption is unlikely. There is still no information regarding PPCP effects on aquatic life. The response provided by York Region leaves resolution of the issue with the ministry. The literature review concluded that if PPCP exist within wastewater, each successive treatment level at a water pollution control plant provides an additional level of microconstituent removal.
Regarding effluent being discharged into the natural environment after treatment, the secondary biological treatment combined with the advanced wastewater purification technologies proposed for the Water Reclamation Centre (WRC) are proven to be extremely effective in reducing concentrations of these substances. The treated water will have either non-detectable or extremely low concentrations of these substances (e.g., nanograms per litre/parts per trillion or lower).
These technologies at the WRC meet or exceed the removal efficiency of most drinking water treatment facilities in the world.
The ministry acknowledges this response.
Chippewas of Georgina Island First Nation
September 19, 2014
  1. The Environmental Compliance Approval (ECA) program will provide some level of assurance that the Project-Specific Phosphorus Off-set projects will be appropriately constructed and maintained. There does not appear to be specific commitments to reporting to the Chippewas of Georgina Island First Nation.
  2. The response to the concern regarding impact of the growth/development supported by the WRC has remained essentially the same throughout this consultation process. This is a major concern of the Chippewas of Georgina Island First Nation who request that the project only be approved on the basis of the acceptance and enforcement of the Lake Simcoe Phosphorus Offset Program and underlying “Zero Discharge Policy” for the future development.
  3. The EA document has now adopted the use of 3:1 offset ratio for project specific offsets. Our concern with the use of a 2:1 offset ratio appears to have been favourably addressed.
  1. In addition to reporting to the ministry, York Region is willing to provide regulatory report(s) to the Chippewas of Georgina Island First Nation for their information. York Region is interested in continuing to consult with the Chippewas of Georgina Island First Nation during detailed design of the proposed Undertaking regarding reporting.
  2. The purpose of the UYSS EA, as approved by the Minister in the ToR, is to develop a sustainable sewage servicing solution for forecasted growth in the UYSS service area in accordance with provincial growth management policies and applicable environmental statutes. The proposed Undertaking, including the WRC represents a sustainable sewage servicing solution for accommodating the provincially-approved growth forecasted to occur in the UYSS service area. In addition, the phosphorus-reduced clean treated water discharged to the East Holland River from the proposed WRC complies with the spirit and intent of the Lake Simcoe Protection Plan.
  3. No response required.
The ministry is satisfied with these responses.
Chippewas of Georgina Island First Nation
September 19, 2014
The response to the question regarding monitoring of nitrate-nitrogen and unionized ammonia makes reference to the anticipated Environmental Compliance Approval (ECA) for the WRC, which typically includes reporting to the MOECC. It is requested that the ECA requires reporting to the Chippewas of Georgina Island First Nation as well.
It appears monitoring of the East Holland River is left up to the MOECC and/or the Lake Simcoe Region Conservation Authority (LSRCA). If the river is impacted, it is unclear how the MOECC or LSRCA will determine the root cause and mitigation measures.
In addition to reporting to MOECC as part of the ECAs administered by them, York Region is willing to provide regulatory report(s) to the Chippewas of Georgina Island First Nation for their information. York Region is interested in continuing to consult with the Chippewas of Georgina Island First Nation during detailed design of the proposed Undertaking regarding reporting.
In addition to any monitoring proposed by MOECC/LSRCA, York Region is proposing to carry out monitoring for the East Holland River as stated in the EA Report.
The ministry is satisfied with this response.
A monitoring plan and adaptive management strategy for the East Holland River is being considered to be required as a reinforcing condition on the project.
Ongoing consultation with the Chippewas of Georgina Island First Nation is being considered as a condition of approval.
Chippewas of Georgina Island First Nation
September 19, 2014
Generally York Region responds that they will comply with conditions of monitoring and reporting as stipulated by the MOECC, with no specific commitments to the First Nation. The Chippewas of Georgina Island First Nation would like to ensure that there are regulations in place in regards to proper reporting and due diligence by York Region. York Region has committed to notifying the Chippewas of Georgina Island First Nation prior to completing the remaining Stage 2 Archaeological Assessments so that Chippewas of Georgina Island First Nation can provide an archaeological monitor to personally witness the work.
York Region commits to provide regulatory report(s) to and continuing to consult with the Chippewas of Georgina Island First Nation N during detailed design of the proposed Undertaking.
The ministry is satisfied with this response.
Chippewas of Georgina Island First Nation
September 19, 2014
The original document we reviewed specified a design criterion for total phosphorus of “Annual load equivalent to 0.02 milligrams per litre (mg/L) at 40 million litres per day (MLD) annual average daily flow (AADF)”. This essentially equates to the 292 kilograms TP loading per year. The consultation process led the First Nation to believe that the goal was to meet a TP discharge concentration of 0.02 mg/L, with the total load for any given year being based on the 0.02 mg/L TP multiplied by the monitored flow for that year. The UYSS website currently indicates a monthly average concentration limit of 0.08 mg/L TP. We have not located within the documents the reasoning for establishing this relatively high monthly average concentration. This would essentially allow the WRC to discharge the full 292 kilograms TP starting at year one even though the plant flow would be one quarter the full capacity. This in itself may not be an issue; however combined with the current proposal to defer a portion of the off-set projects to a future date does not appear to align. The MOECC recommended a monthly average concentration limit for TP in addition to an annual loading limit. A monthly average concentration limit of 0.08 mg/L for the proposed WRC matches the existing monthly average concentration limit for the Keswick Water Pollution Control Plant (WPCP): a membrane treatment facility which is specifically designed to remove phosphorus. The annual total phosphorus compliance loading limit of 0.02 mg/L for discharge from the proposed WRC remains unchanged. The ministry is satisfied with this response. The ministry notes that York Region has of December 2015 proposed a monthly average TP concentration design objective of 0.04 mg/L and lowered the monthly average TP concentration limit to 0.06 mg/L which will result in less TP in effluent than originally proposed.
Chippewas of Georgina Island First Nation
September 19, 2014
Although York Region has pointed out the benefit of having a Government Review Team (GRT) as part of the EA, a full review should also be conducted by experts hired by the First Nation, as views may vary from those who are not educated about the First Nation or have a relationship with the First Nation. It is requested that all GRT comments be forward to the Chippewas of Georgina Island First Nation and funds be allocated for review. York Region supports MOECC providing all of the GRT comments on the Final UYSS EA Report to the Chippewas of Georgina Island First Nation for their information. The ministry will provide these comments as part of the Ministry Review.
The ministry is satisfied with this response.
Chippewas of Georgina Island First Nation
September 19, 2014
Due to funding issues the Chippewas of Georgina Island First Nation has recently completed an independent review of several documents from 2013. With York Region’s timeline to submit their EA to the Minister, there has been no correspondence in regards to the review of these documents by Anishinabek/Ontario Fisheries Resource Centre (AOFRC). The Chippewas of Georgina Island First Nation requests that consultation occur to ensure that all concerns are addressed satisfactorily before a decision is made on this project. AOFRC’s Aquatic Species and Habitat Technical Review Summary was provided to York Region for the first time as an attachment to the Chippewas of Georgina Island First Nation comment submission on the UYSS EA Report dated September 19, 2014.
In light of this and in the spirit of the signed Technical Review Communications Protocol, York Region is interested in continuing to consult with the Chippewas of Georgina Island First Nation during detailed design of the proposed Undertaking regarding their comments and concerns.
The ministry is satisfied with this response.
Chippewas of Georgina Island First Nation
September 19, 2014
Climate change is a very important aspect to consider in the review of this EA. Furthermore, due to the lack of funding and expertise within our Administration office we have not had the opportunity to ensure that we have done our due diligence on behalf of our community to review these documents in this capacity. We request that any decision in regards to this project be suspended and funding be provided to the First Nation to complete a proper review in respect to climate change. York Region has incorporated the relevant strategies from the Lake Simcoe Climate Change Adaptation Plan into the proposed Undertaking as part of the UYSS EA planning and decision making process (considers both present and future), which has been reviewed as part of the draft and final UYSS EA Report submissions.
Recommendations to inform the development of the Lake Simcoe Climate Change Adaptation Strategy have been summarized in a report entitled Adapting to Climate Change: Tools and Techniques for an Adaptive Approach to Managing for Climate – A Case Study, Including Recommendations to Inform Development of a Climate Change Adaptation Strategy for the Lake Simcoe Watershed (Adapting to Climate Change Report) (Douglas et al., 2011).
Thirty strategies for consideration in developing the Lake Simcoe Climate Change Adaptation Plan are identified in this report and the ones relevant to the UYSS EA were incorporated into the proposed Water Reclamation Centre, the proposed Project-Specific Phosphorus Off-Setting Program, and the proposed York Durham Sewage System (YDSS) Modifications as identified in the table below:3
The ministry is satisfied with this response.
Chippewas of Georgina Island First Nation
September 19, 2014
The Chippewas of Georgina Island First Nation have a very strong respect and relationship with Lake Simcoe as its beautiful waters surround and give life to our Community. There are still many outstanding questions and concerns in regards to this project as well as due diligence that has yet to be performed as outlined through this submission. Like you, it is the responsibility of the Chief and Council to protect the health and safety of our Community Members and make every effort to ensure that these gifts are here for future generations. York Region is also invested in the protection of the lake. In addition to Georgina Island, other surrounding communities including Keswick and Georgina in York Region, Barrie, Orillia, etc. have Lake Simcoe as their primary drinking water source. It is in York Region’s best interest to ensure that the treated water from the proposed Water Reclamation Centre poses no threat to water quality in Lake Simcoe both for the Region’s residents, others and the natural environment.
York Region is interested in continuing to consult with the Chippewas of Georgina Island First Nation during detailed design of the proposed Undertaking regarding their comments and concerns.
The ministry acknowledges this response.
Anishinabek Ontario Fisheries Resource Centre (AOFRC)
On behalf of the Chippewas of Georgina Island First Nation
Specific comments on the AOFRC and the associated responses are contained in Appendix B of this review.
AOFRC Conclusions
The AOFRC would like to see a detailed pre- and post- monitoring plan that is more robust. For example, more permanent sites below the outflow for fish surveys and benthic surveys. The Ontario Benthos Biomonitoring Network (OBBN) protocol for macroinvertebrate sampling calls for 3 sites below the point source (with 3 Ekman grab samples at each site) and three sites above the point source.
Fish sampling should use a method that samples the fish community more efficiently than minnow traps.
The pre- and post-construction monitoring plan outlined in Table 6.1 was revised as part of finalizing the UYSS EA Report, which was submitted to MOECC. In addition, it continues to be developed further as part of the design process so that it is more robust. This includes spring and summer fish community monitoring, updated aquatic habitat monitoring, and benthic macroinvertebrate surveys in the areas modelled to most likely to be influenced by the quality of the Water Reclamation Centre effluent discharge from the outfall.
As mentioned in specific responses, a variety of non-lethal survey methods will be used to effectively sample the local fish community (i.e., boat electrofishing, minnow traps, and fyke nets).
This will be part of the adaptive management strategy being prepared in consultation with MNRF.
The ministry is satisfied with this response.
Anishinabek Ontario Fisheries Resource Centre (AOFRC)
On behalf of the Chippewas of Georgina Island First Nation
Spawning surveys are recommended for Northern Pike in Soldier’s Bay using visual and live trap methods. In response to AOFRC comments, spawning surveys for this area will be included in the fish community monitoring program. The ministry is satisfied with this response.
Anishinabek Ontario Fisheries Resource Centre (AOFRC)
On behalf of the Chippewas of Georgina Island First Nation
Has the Fish and Fish Monitoring Plan been developed with other regulatory agencies (DFO, LSRCA, MNRF, MOECC)? York Region is developing the Fish and Fish Monitoring Plan in consultation with the MNRF as part of the Adaptive Management Strategy.
During the UYSS EA, Fisheries and Oceans Canada (DFO), in consultation with the Lake Simcoe Region Conservation Authority (LSRCA), determined that there would be no harmful alteration, disruption and destruction of fish habitat at the outfall/river interface. In addition, during the UYSS EA, the LSRCA supported locating the outfall for the proposed Water Reclamation Centre on the southeast side of the Queensville Sideroad and East Holland River.
The ministry is satisfied with this response.
Anishinabek Ontario Fisheries Resource Centre (AOFRC)
On behalf of the Chippewas of Georgina Island First Nation
No further clarification or questions about the Aquatic Species and Habitat technical review at this time. However comments from these studies were omitted from the meeting minutes. Comment noted. Comment noted.
Anishinabek Ontario Fisheries Resource Centre (AOFRC)
On behalf of the Chippewas of Georgina Island First Nation
Reiterate the following comments:
1) Insufficient studies done, nor studies with sufficient length to conclude that there will be no effects to aquatic species or habitat in Lake Simcoe.
2) CFIGN should have the opportunity to hire independent consultant to review all studies conducted for the proposed project with respect to climate change, as well to ensure traditional ecological knowledge of CFIGN is taken into consideration.
3) Microconstituents are a major concern of Chippewas of Georgina Island First Nation, as well as the microbeads in effluent and their effect on aquatic species.
4) The Adaptive Management Plan being developed by York Region and MNRF should have a First Nation representative involved. The Plan should be presented to the Chippewas of Georgina Island First Nation before the project is approved.
More detailed information on these comments was submitted on December 1, 2015 and included:
a) There is legislation that provides direction for the Duty to Consult with a First Nation and where appropriate to accommodate that First Nation if conduct adversely impacts their treaty Rights. This project will in fact impact our rights as First Nations leaving questions as to the health and well-being of our community members for generations to come.
b) Although York Region did in fact provide funding to Chippewas of Georgina Island First Nation to review the documents they produced, only the technical engineering aspects of the project were reviewed to a degree that the Chippewas of Georgina Island First Nation has been satisfied. Funding provided did not allow Chippewas of Georgina Island First Nation to access the array of expertise that the UYSS project team has hired in producing the EA documents; therefore we feel that we have not been able to review all documents in a satisfactory manner in regards to the health and well-being of the natural environment and in turn our community and its members.
c) It has been illustrated that there were 14 documents that were given to Chippewas of Georgina Island First Nation for review and of those 14 documents 6 were unchanged and 8 have been updated since the conclusion of the signed protocol in September 2013. It is requested that the changes to those documents be highlighted and forwarded to the Chippewas of Georgina Island First Nation for review with funding to have the expertise to review such.
d) Throughout the Aboriginal Community Comments UYSS EA Report Comment Submission, York Region states that they are “Willing to provide regulatory report(s) to the Chippewas of Georgina Island First Nation for their information” and that “York Region is interested in continuing to consult with the Chippewas of Georgina Island First Nation during detailed design of the proposed Undertaking regarding reporting.” This is all fine and well but Chippewas of Georgina Island First Nation does not have the expertise in house or the funding to secure the expertise to ensure the proper transfer or dissemination of information is occurring. It is requested that funding be provided to Chippewas of Georgina Island First Nation to have a community member receive the proper training and education to be able to conduct analysis of the monitoring reports that would be given to Chippewas of Georgina Island First Nation. It is also further requested that a salary be provided to the Chippewas of Georgina Island First Nation by York Region to secure an employment position for the life of the Plant.
e) A big part of the success of this treatment plant is based on the ability to be able to offset phosphorus. It has recently been brought to the Chippewas of Georgina Island First Nation’s attention that a Water Quality Trading Study is being undertaken by the Great Lakes Commission in which Ontario is on board as an observer. This study will address questions and concerns around whether and how trading could work. It is requested by the First Nation that this project be suspended until the results of this study are reported.
f) We have thus far not been contacted about the development of an Adaptive Management Plan and yet this is referred to several times throughout the Aboriginal Community Comments UYSS EA Report Comment Submission York Region submitted to address several of the questions and concerns.
g) Monitoring plans have been described to extend into 2033 based on current assumptions of full build out in 2031. It should be mandatory to have monitoring of all aspects of this project on a yearly basis for the full life expectancy of the plant.
h) Microconstituents are a major concern that the Chippewas of Georgina Island First Nation has brought to the attention of York Region several times throughout this process. We reiterate our concerns of the amount of growth that this project is being proposed to sustain and the already proven effects that microconstituents have had on fish species as identified within the technical review conducted by A/OFRC. As part of our culture, fish are a big part of many of our members’ diets and this is a huge health concern for our people.
1) Additional aquatic monitoring will be undertaken and an adaptive management strategy will be prepared in consultation with MNRF.
2 and c) The Chippewas of Georgina Island First Nation was provided opportunities to review all UYSS EA documentation.
3 and h) The literature review concluded that if PPCP exist within wastewater, each successive treatment level at a water pollution control plant provides an additional level of microconstituent removal. Regarding effluent being discharged into the natural environment after treatment, the secondary biological treatment combined with the advanced wastewater purification technologies proposed for the Water Reclamation Centre (WRC) are proven to be extremely effective in reducing concentrations of these substances. The treated water will have either non-detectable or extremely low concentrations of these substances (e.g., nanograms per litre/parts per trillion or lower).
These technologies at the WRC meet or exceed the removal efficiency of most drinking water treatment facilities in the world.
4 and g, f) In the spirit of the Technical Review Communications Protocol, York Region is interested in continuing to consult with the Chippewas of Georgina Island First Nation during detailed design of the proposed Undertaking regarding their comments and concerns.
The ministry is satisfied with this response.
Ongoing consultation with the Chippewas of Georgina Island First Nation is being considered as a condition of approval.
The ministry is also conducting studies to investigate the effectiveness of different water treatment technologies to reduce pharmaceuticals and other emerging contaminants found in wastewater across the province.
As analytical methods continue to advance, more information will become available to ministry, and the ministry will continue to monitor the science and technology to detect these products to make sure.
Mohawks of the Bay of Quinte We are satisfied with the EA and have no comments. No response required. Comment noted.
Alderville First Nation Appreciate that York Region is conforming to the requirements within the Duty to Consult Process.
Please keep Alderville FN apprised of any archaeological findings, burial site or any environmental impacts should any occur.
York Region will continue to keep Alderville FN updated as the review and approval process for the project moves forward.
York Region will notify Alderville FN of any evidence of archaeological findings or native burial site or should any environmental impacts occur, in accordance with the UYSS Protocol for First Nations Consultation.
The ministry is satisfied with this response.
Curve Lake Curve Lake recognizes the Chippewas of Georgina Island First Nation as being the most affected community and as such support them in comments they have submitted on the proposal. No response required. The ministry acknowledges the response.
Mississaugas of Scugog First Nation Satisfied that the Chippewas of Georgina Island First Nation have taken the lead insofar as their community is concerned and that ultimately their issues have been captured in the record. No response required. The ministry acknowledges the response.

Table 3: Public Comment Summary Table

Submitter Summary of Comments Proponent’s Response Status
Local Resident Supports the Water Reclamation Centre (WRC) proposed as part of the UYSS. The proposed technology would produce a clean outflow of water that would benefit the Holland River. The implementation of these clean technologies would allow for increased population in a sustainable environment.
Makes suggestions to York Region regarding related technologies.
York Region appreciates the support of the WRC and consultation program undertaken during the UYSS EA. The ministry acknowledges this response.
Local Resident Pharmaceuticals and personal care products (PPCPs) in surface and groundwater have ecological and human health impacts resulting from lifetime exposure to trace levels of these compounds. These concerns stem from the fact that these compounds are to be active at low concentrations. The WRC is not expected to address this problem. The World Health Organization’s investigation into microconstituents has concluded that it is highly unlikely that exposure to very low levels of PPCPs in drinking water would have adverse risks to human health. The levels found within drinking water are a magnitude lower than just one daily dose of medication. Also both secondary biological treatment and advanced water purification have been proven to be extremely effective in reducing concentrations of these substances. The ministry is satisfied with this response.
A monitoring plan and adaptive management strategy for the East Holland River is being considered as a reinforcing condition on the project.
Local Resident In addition to clean water, the WRC will produce dry sewage ‘cake’ which is then disposed by truck loads. Development of a program in order to re-use/ reduce this sewage cake is recommended. Initially, the waste solids at the WRC will be sent to the Duffins Creek Water Pollution Control Plant for final treatment. As wastewater flow increases, onsite biosolids processing and storage facilities will be constructed at the proposed WRC. On-site facilities would eventually be expanded to include waste activated sludge thickening, biosolids processing (Anaerobic digestion and dewatering) and storage facilities. The ministry is satisfied with this response.
Local Resident Pump Failures and flooding have occurred at other sewage treatment plants - all precautions should be taken to ensure that this will not happen at the WRC. No response required. Comment noted.
Local Resident The Municipality of East Gwillimbury is ill-equipped to effectively address the potential impacts of increased surface runoff. Both York Region and the ministry should assess the risk of regional flooding, in order to mitigate any negative impacts. The elevation of the constructed WRC will be above the LSRCA Regulatory Floodplain and the WRC would remain operational during a regional storm event. The ministry is satisfied with this response.
Local Resident Commends the communication efforts made by the Project team.
It is recommended that the ministry seek to upgrade all sewage treatment plants in the province to this standard or better.
No response required. Position/comment noted.

3

Proposed Water Reclamation Centre
Category Strategy Relevant to the Proposed Water Reclamation Centre
Reduce threats Encourage and support water conservation through implementation of watershed-based water conservation strategies. York Region has implemented an award-winning Water Efficiency Program. The per capita water use estimates that were used to estimate the 2031 annual average day flow account for future reduction in water use due to water conservation programs (York Region, 2008a).
Reduce threats Promote ‘green infrastructure’ and water re-use as an important part of land-use planning, including, but not limited to green roof and green wall technology, communal gardens, parks, walkways, riparian buffer zones, urban and rural (including transportation and utility corridors) tree planting. The proposed Water Reclamation Centre would have the capability to produce reclaimed water for a variety of end uses (i.e., sod farms, golf courses, industry). As well, features that could be incorporated into the architecture and landscaping of the proposed Water Reclamation Centre during detailed design include green roofs on select support buildings, tree planting and silviculture test plots, and multi-use trails.
Reduce threats Manage invasive species through development and implementation of early detection techniques and response strategies. The potential spread of invasive species into adjacent wetland communities following construction would be minimized by replanting native species in disturbed areas and implementing post-construction monitoring.
Reduce threats Update design standards and codes to adapt to the potential impacts of climate change, and where possible incorporate design features that mimic natural processes in the planning and design or retrofitting of infrastructure. Stormwater management on the proposed Water Reclamation Centre Site is based on a treatment train approach. Low Impact Development measures such as enhanced grass swales and infiltration trenches could be incorporated into the stormwater conveyance systems during detailed design. A Site Water Balance Analysis would be conducted during detailed design to assess pre- to post-development conditions, in accordance with LSRCA guidelines (LSRCA, 2013)
Enhance adaptive capacity Develop a watershed-wide terrestrial and aquatic natural heritage strategy resulting in the development of a protected system of large core areas connected by sustainable linkages. York Region’s Core Natural Heritage System includes the ridge area at the proposed Water Reclamation Centre Site. No buildings or site services would be constructed within a 30 m buffer and the buffer would be allowed to naturalize. Wildlife-friendly fence design would be used along the north and south property boundary of the natural heritage area, in order to allow wildlife to move through and/or over fences.
Improve knowledge Update manuals and guidelines to reflect climate change mitigation and/or adaptation options available to people working in agriculture, and other sectors where water conservation programs could be implemented. York Region has implemented an award-winning Water Efficiency Program. The per capita water use estimates that were used to estimate the 2031 annual average day flow account for future reduction in water use due to water conservation programs. As well, production of reclaimed water for irrigation provides a local resource in response to increased drought frequency and lower water levels anticipated by climate change models.
Improve knowledge Create an inventory of built infrastructure, and assess the capacity of existing infrastructure to withstand potential climate change impacts. Wastewater collection systems pumping to the proposed Water Reclamation Centre would be modern and would not be connected to the stormwater systems, making the proposed Water Reclamation Centre less susceptible to increased peak storm events projected by climate change models. In addition, the proposed Water Reclamation Centre has been designed to remain operational during a Regional storm event (i.e., Hurricane Hazel).
Proposed Project-Specific Phosphorous Off-Setting Program
Category Strategy Relevant to the Proposed Water Reclamation Centre
Reduce threats Update design standards and codes to adapt to the potential impacts of climate change, and where possible incorporate design features that mimic natural processes in the planning and design or retrofitting of infrastructure. Stormwater management on the proposed Water Reclamation Centre Site is based on a treatment train approach. Low Impact Development measures such as enhanced grass swales and infiltration trenches could be incorporated into the stormwater conveyance systems during detailed design. A Site Water Balance Analysis would be conducted during detailed design to assess pre- to post-development conditions, in accordance with LSRCA guidelines (LSRCA, 2013)
Improve knowledge Create an inventory of built infrastructure, and assess the capacity of existing infrastructure to withstand potential climate change impacts. The retrofits will result in increased capacity to store stormwater during peak storm events, which are projected to increase by climate change models.
York Durham Sewage System
Category Strategy Relevant to the Proposed Water Reclamation Centre
Reduce threats Encourage and support water conservation through implementation of watershed-based water conservation strategies. York Region has implemented an award-winning Water Efficiency Program. The per capita water use estimates that were used to estimate the 2031 annual average day flow account for future reduction in water use due to water conservation programs (York Region, 2008a).
Reduce threats Manage invasive species through development and implementation of early detection techniques and response strategies The potential spread of invasive species would be minimized by re-vegetating areas disturbed during construction with native plants after construction and implementing corrective measures such as the application of an LSRCA-approved herbicide, if required, based on the results of post-construction monitoring.
Improve knowledge Update manuals and guidelines to reflect climate change mitigation and/or adaptation options available to people working in agriculture, and other sectors where water conservation programs could be implemented. York Region has implemented an award-winning Water Efficiency Program. The per capita water use estimates that were used to estimate the 2031 annual average day flow account for future reduction in water use due to water conservation programs (York Region, 2008a).
Improve knowledge Create an inventory of built infrastructure, and assess the capacity of existing infrastructure to withstand potential climate change impacts. Preliminary design of YDSS modifications included wastewater flow modeling for the Newmarket Pumping Station, to ensure the Pumping Station would have sufficient capacity to convey the design flow rate, including an infiltration rate based on a 12-hour duration, 1:25 year storm event (York Region, 2006).

Appendix C: Supplemental information

Contents are available in hard copy at the public record locations listed in this ministry review.