Loading...
HomeMy WebLinkAboutFSD-024-22Staff Report If this information is required in an alternate accessible format, please contact the Accessibility Coordinator at 905-623-3379 ext. 2131. Report To: General Government Committee Date of Meeting: June 6, 2022 Report Number: FSD-024-22 Submitted By: Trevor Pinn, Deputy CAO/Treasurer Reviewed By: Mary-Anne Dempster, CAO File Number: Resolution#: By-law Number: Report Subject: Asset Management Plan Recommendations: 1.That Report FSD-024-22 and any related delegations or communication items, be received; 2.That the Municipality's 2022 Asset Management Plan attached to Report FSD-024- 22 as Attachment 1, be approved, in principle, subject to formatting and branding guideline changes; 3.That Staff be directed to report back to Council in 2023 with options to reduce the infrastructure funding gap sustainably; and 4.That all interested parties listed in Report FSD-024-22 and any delegations be advised of Council's decision. Municipality of Clarington Page 2 Report FSD-024-22 Report Overview The Municipality of Clarington is required, in compliance with Ontario Regulation 588/17, Asset Management Planning for Municipal Infrastructure, to complete an updated Asset Management Plan by July 1, 2022. The Municipality of Clarington Asset Management Plan 2022 includes update information for the Municipality’s roads, bridges, and stormwater assets. The current state of the assets, replacement values, key performance indicators and life cycle activities are included in this phase of the asset management plan. While a funding strategy is not required at this time, Staff are recommending that options for sustainably funding the infrastructure gap be brought back to Council in 2023. 1. Background 1.1 The Municipality of Clarington's first asset management plan was approved in 2013 through the adoption of Report FND-020-13. This asset management plan was for roads and bridges and was to meet the requirements of the Small Rural and Northern Municipal Infrastructure Fund – Capital Program. 1.2 In 2017, the Municipality completed the 2017 Comprehensive Asset Management Plan which was "received to comply with funding agreements" through Report FND-014-17. This plan included bridges and culverts, buildings, fleet, roads, parks, storm sewers, and sidewalks. 1.3 In 2017, it was anticipated that more formal requirements for asset management plans would be prescribed through regulation by the Province of Ontario. Asset management planning is a foundational process for creating financially sustainable municipalities; the current requirement by the Province ensures that municipalities complete these steps in a consistent manner that will allow comparability between municipalities. 2. Ontario Regulation 588/17 Asset Management Planning for Municipal Infrastructure 2.1 On December 13, 2017, the Province of Ontario made Ontario Regulation 588/17: Asset Management Planning for Municipal Infrastructure under the Infrastructure for Jobs and Prosperity Act, 2015. This regulation set new requirements for municipalities across Ontario regarding their asset management planning initiatives. 2.2 The regulation lays out four dates that municipalities must proceed through on their asset management journey. As a result of the COVID-19 Pandemic, the Province of Ontario delayed the requirements for phases two through five by one year. Municipality of Clarington Page 3 Report FSD-024-22 Phase Due Date Description Phase 1 July 1, 2019 All municipalities are required to prepare and publish a strategic asset management policy. Phase 2 July 1, 2022 All municipalities must develop enhanced asset management plans covering core infrastructure assets. (Core assets include: road, bridges, stormwater, water and wastewater assets) Phase 3 July 1, 2024 All municipalities must expand enhanced asset management plans to cover all infrastructure assets. Phase 4 July 1, 2025 Expand asset management plans to provide additional details for all infrastructure assets. Phase 5 Every 5 years The Phase 4 compliant asset management plan shall be updated at least every five years after it is approved. 2.3 The regulations required that all asset management plans must be endorsed by the executive lead of the municipality and approved by a resolution passed by the municipal council. 2.4 The Municipality is required to post its current asset management policy and each of its asset management plans on a website that is available to the public (www.clarington.net) as well as provide the asset management plan to any person who requests it. The Municipality has developed a page specific to Asset Management on its website that will hold the required information for the public . Phase 1 - Strategic Asset Management Policy 2.5 The first phase was the adoption of a Strategic Asset Management Policy. The first policy was required to be adopted by July 1, 2019 , and shall be reviewed and updated at least every five years. 2.6 At its meeting of April 15, 2019, General Government Committee approved the Municipality's Strategic Asset Management Policy through the adoption of Report FND- 010-19. Municipality of Clarington Page 4 Report FSD-024-22 Phase 2 and 3 – Asset Management Plans, Current Levels of Service 2.7 Every municipality shall prepare an asset management plan in respect of its core municipal infrastructure assets by July 1, 2021, and in respect of all of its other municipal infrastructure assets by July 1, 2023. 2.8 Plans in these phases are focused on the current levels of service that municipalities generate from their assets. The regulations require an asset management plan to include the following: a. For each asset category, the current level of service provided, determined using the required qualitative and technical metrics based on data at most two calendars years old; b. The current performance of each asset category, determined in accordance with performance measures established by the municipality, with data at most two calendar years old; c. A summary of the assets in each category, the replacement cost of the assets in each category, the average age of the assets in the category; condition information on the assets and a description of the approach for assessing the condition of the assets in the category; d. For each asset category, the lifecycle activities that would need to be undertaken to maintain the current levels of service for each of the 10 years in the plan. The cost of the lifecycle of the assets, the options for which lifecycle activities could be undertaken, the risks with those options and the lowest cost options are also provided for each asset category; and, e. As Clarington has a population over 25,000 it is required to provide additional information regarding the population growth and the impact on its asset management plan. Phase 4 – Asset Management Plans, Proposed Levels of Service 2.9 In addition to the asset management plans created in Phase 2 and Phase 3, the Municipality will be required to adjust these plans to include the following additional information: a. For each asset category, the levels of service that the Municipality proposes to provide in each of the following ten years; b. An explanation of why the proposed levels of service are appropriate for the municipality, based on an assessment of the options and risks of the proposed Municipality of Clarington Page 5 Report FSD-024-22 levels on long term sustainability, how the proposed levels differ from the current levels of service, whether the proposed levels are achievable and the ability for the municipality to afford the proposed levels of service; c. The proposed performance of each asset category for each of the ten -year period; d. Lifecycle management and financial strategy that sets out the following for each asset category: i. the full lifecycle of the assets, options for lifecycle activities to achieve the proposed levels of services, risks associated with those activities, the activities at the lowest cost to achieve the levels of service; ii. an estimate of the annual costs for each of the ten years in the plan separated into capital and operating costs; iii. identification of the annual funding projected to be available to undertake the activities and an explanation of options examined to maximize funding; iv. if a shortfall is identified, which activities will be undertaken and if applicable the risks associated with not undertaking any of the identified activities. e. The growth impacts on the ten-year period will be required to be incorporated into the asset management plan created in this phase. Phase 5 - Future Updates of Asset Management Plans 2.10 O.Reg 588/17 requires that every municipality shall review and update its asset management plan at least five years after the year in which the plan is completed in Phase 4 and every five years after that. 2.11 The requirement to update asset management plans reflects that the document is a "living document" that must be reviewed and updated as the status of the infrastructure assets of a municipality evolve. New technologies, legislation and service expectations will all impact future asset management plans as the Municipality of Clarington develops. 2.12 Each year, council shall conduct an annual review of its asset management progress on or before July 1 in each year starting the year after the Phase 4 asset management plan is completed. 2.13 The review will address the following: a. The municipality's progress in implementing its asset management plan; Municipality of Clarington Page 6 Report FSD-024-22 b. Any factors that impeding the municipality's ability to implement its asset management plan; and c. A strategy to address the factors mentioned in (b). 3. The 2022 Municipality of Clarington Asset Management Plan 3.1 The 2022 Asset Management Plan covers roads, bridges and culverts and stormwater assets. As the Municipality does not have water and wastewater assets , these are not applicable, although we do work with the Region of Durham on timing to ensure that our asset projects are aligned. 3.2 The following summarizes the infrastructure costs owned by the Municipality of Clarington and the annual investment required to maintain the current levels of service. Asset Category 2020 Replacement Cost Annual Investment Required Current Investment (2022 Budget) Annual Shortfall Stormwater $188,266,200 $2,294,500 $1,284,500 $1,010,000 Roads 714,628,400 22,455,700 7,104,600 15,351,100 Bridges and Culverts 200,020,200 2,561,600 2,380,000 181,600 $1,102,914,800 $27,311,800 $10,769,100 $16,542,700 3.3 The 2022 current investment includes projects funded by the Ontario Community Infrastructure Fund. The OCIF annual funding is approximately $1.8 million historically, which is used for road rehabilitation projects; these are lifecycle activities to prolong the useful life of road assets. It is anticipated that the Municipality will not be eligible for OCIF starting in 2023 unless changes to the program occur. Municipality of Clarington Page 7 Report FSD-024-22 Stormwater Management 3.4 Stormwater assets include ponds, conduit (storm sewer pipe), maintenance holes, catch basins, inlet/outlet structures as well as oil grit separators. The assets often are contributed by developers as part of subdivision assumption. 3.5 The following summarizes the number of assets within the Stormwater asset category: Asset Segment Quantity 2020 Replacement Cost Ponds – Wet 23 $5,638,700 Ponds – Dry 15 3,074,300 Conduit (km) 260 129,019,500 Maintenance Holes 4,072 35,987,600 Catch Basins 6,378 13,063,000 Inlet/Outlet Structures 184 244,700 Oil Grit Separators 13 1,238,500 $188,266,300 3.6 Approximately 68.6% of conduit and 69.3% of structures are rated good to very good , while 7.5% of conduit and 7.6% of structures are rated poor to very poor. All wet ponds and 93.3% of dry ponds are rated good to very good. The annual investment is approximately 60% of the annual need, and this may indicate that the condition of the assets will begin to deteriorate over time as the investment does not keep up with the anticipated lifecycle requirements. Municipality of Clarington Page 8 Report FSD-024-22 3.7 Stormwater conditions were assessed with the help of the Ganaraska Region Conservation Authority (GRCA). Their report is included for information as Attachment #2. Roads 3.8 Road assets include surface and base. Road surface is further separated into unpaved roads (earth, gravel) and paved roads (high class bituminous 1 to 4 and low-class bituminous). The following provides a summary of the road network: Asset Segment Quantity (Km) 2020 Replacement Cost Earth Roads 40 $0 Gravel Roads 65 3,533,900 High Class Bituminous 1 (HCB-1) 1 410,000 High Class Bituminous 2 (HCB-2) 4 1,839,000 High Class Bituminous 3 (HCB-3) 164 53,390,700 High Class Bituminous 4 (HCB-4) 259 84,393,300 Low Class Bituminous 366 32,555,300 Road Base 914 538,506,300 $714,628,500 3.9 The majority of the Municipality's roads are rated good (10%) to very good (48%) with only 5% rated as critical and 21% rated as poor. Municipality of Clarington Page 9 Report FSD-024-22 Bridges and Culverts 3.10 Bridges and culverts include culverts and bridges with a span of 3m or greater and may include both pedestrian or vehicular travel. Bridges are inspected every other year in accordance with Provincial legislation, and repairs are prioritized based on the conditions of the structures. 3.11 The Municipality owns the following bridge and culvert assets: Asset Segment Quantity (each) 2020 Replacement Cost Bridges – Cast in Place 80 $65,386,000 Bridges – Precast Concrete 13 46,098,200 Bridges – Steel 4 4,973,100 Bridges – Timber/Wood 2 1,221,400 Culverts 149 77,365,200 Pedestrian Bridges 24 4,976,300 $200,020,200 3.12 Of the bridges and culverts in our inventory, 68% are rated good or very good while 20% are rated poor to very poor. The annual investment in bridges and culverts is approximately 92.9% of the annual required need. Municipality of Clarington Page 10 Report FSD-024-22 Financing Strategy 3.13 Under the requirements of O.Reg 588/17, this asset management plan does not include a financing strategy that Council must adopt. This requirement will be in the final phase of AMP development. 3.14 However, it is prudent to recognize that there is an annual funding gap that could result in deteriorating levels of service, increased future costs that could be avoided, or service interruptions. 3.15 Some municipalities in Ontario have utilized dedicated infrastructure levies to reduce the infrastructure backlog and deficit. The approved Budget Policy (Report FND-002-19) included 1.5% to 2.0% per year as a target increase for the capital budget. This amount was determined based on the 2017 identified requirement for a 1.7% (in 2017 dollars) increase in order to reduce the infrastructure backlog; however, this is not a dedicated infrastructure levy, and the approved increases in 2020 to 2022 have been in line with inflation. 3.16 Staff would like to explore options for developing a reliable funding source as part of the budget process. This may include a dedicated infrastructure levy, a dedicated portion of the general levy for capital, or a combination of both. 4. Concurrence Not Applicable. 5. Conclusion 5.1 It is respectfully recommended that Council approve the 2022 Asset Management Plan to fulfill the requirements of O.Reg 588/17 and the Infrastructure for Jobs and Prosperity Act, 2015. 5.2 It is recommended that Staff continue to proceed with the next phase of the asset management planning journey, which will include the remaining infrastructure assets that the Municipality owns. 5.3 It is recommended that Staff be directed to consider options available to the Municipality to reduce the infrastructure funding gap in a sustainable manner. Municipality of Clarington Page 11 Report FSD-024-22 Staff Contact: Erika Watson, CAMP, Asset Management and Development Financing Manager, 905-623-3379 ext. 2607 or ewatson@clarington.net. Attachments: Attachment 1 – 2022 Municipality of Clarington Asset Management Plan Attachment 2 – Storm Sewer Risk Assessment prepared by the Ganaraska Region Conservation Authority Interested Parties: There are no interested parties to be notified of Council's decision. Asset Management Plan 2022 | 1 Table of Contents Executive Summary............................................................................................................ 3 Introduction ......................................................................................................................... 6 What is Asset Management? ........................................................................................... 6 Asset Management Plan Purpose ................................................................................... 6 Corporate Asset Management Plan Overview ................................................................ 7 Asset Management Policy ................................................................................................ 7 Corporate Asset Management Framework...................................................................... 7 Statement of Local Infrastructure ..................................................................................... 10 Storm Water Management ............................................................................................. 10 What do we own? What is it worth?........................................................................... 11 Useful life .................................................................................................................... 13 Asset Condition .......................................................................................................... 16 Roads .............................................................................................................................. 21 What do we own? What is it worth?........................................................................... 21 Useful life .................................................................................................................... 24 Asset Condition .......................................................................................................... 28 Bridges & Culverts .......................................................................................................... 33 What do we own? What is it worth?........................................................................... 33 Useful life .................................................................................................................... 38 Asset Condition .......................................................................................................... 39 Levels of Service .............................................................................................................. 44 Storm Water Management ............................................................................................. 44 Current Level of Service ............................................................................................. 44 Current Performance Measures................................................................................. 51 Roads .............................................................................................................................. 53 Current Level of Service ............................................................................................. 53 Current Performance measures................................................................................. 58 Bridges & Culverts .......................................................................................................... 59 Current Level of Service ............................................................................................. 59 Current Performance measures................................................................................. 64 .................................................................................................................................... 65 Asset Management Plan 2022 | 2 Lifecycle Management Strategy ....................................................................................... 66 Storm Water Management ............................................................................................. 66 Lifecycle Activities ...................................................................................................... 66 Storm Water Conduit Maintenance Activities: ........................................................... 66 Full Lifecycle Costs .................................................................................................... 75 Risks Associated with Lifecycle Options ................................................................... 79 Roads .............................................................................................................................. 79 Lifecycle Activities ...................................................................................................... 79 Full Lifecycle Costs .................................................................................................... 86 Risks Associated with Lifecycle Options ................................................................... 87 Bridges & Culverts .......................................................................................................... 88 Lifecycle Activities ...................................................................................................... 88 Full Lifecycle Costs .................................................................................................... 90 Risks Associated with Lifecycle Options ................................................................... 95 Growth Impact of Asset Management ............................................................................. 98 Clarington’s Official Plan (2018) .................................................................................... 98 Development Charges Study (2020) ............................................................................. 99 Appendices ..................................................................................................................... 102 Appendix 1: Storm Water 10-year Replacement Forecast ........................................102 Appendix 2: Road Assets 10-year Replacement Forecast ........................................106 Appendix 3: Bridges and Culverts 10 -year Replacement Forecast ...........................131 Appendix 4: Lifecycle Events per Storm Water Asset - Conduit ................................133 Appendix 5: Lifecycle Events per Storm Water Asset – Structures ...........................134 Appendix 6: Lifecycle Events per Storm Water Asset – Ponds .................................138 Asset Management Plan 2022 | 3 Executive Summary The Municipality of Clarington’s infrastructure systems support a wide range of municipal services that enable residents, businesses, and other Clarington stakeholders to live, work and play in our Municipality. This Asset Management Plan (“AMP” or the “Plan”) document focuses on Clarington’s core infrastructure of bridges and culverts, roads, and storm water systems. The Municipality developed the Plan following requirements outlined in Ontario regulation 588/17: Asset Management Planning for Municipal Infrastructure. The Municipality of Clarington’s core infrastructure assets hold a replacement value of $1.1 billion as of December 2020. The cost per household for the infrastructure portfolio is $30,691 based on 35,936 households. This report is based on the audited year 2020 , as 2021 was not complete when developing this asset management plan. Based on replacement cost and a blend of age-based and observed data, 83.4 percent of Clarington’s assets are in Fair to Very Good condition. However, 16.6 percent of assets fall into the Poor or Very Poor condition classes and are worth $43 million and $37 million. An overall health grade of ‘A’ has been assigned to our municipality. The asset health grade is only a snapshot in time (December 2020) and doesn’t con sider future asset assumptions or future funding needs to continue adequately maintaining our assets. Clarington’s asset management plan is a living document that will continually be updated and expanded. To ensure that future asset management plans are me aningful and support a strong asset management program, the following items are recommended: • To continually review best practices as they relate to preventative maintenance and rehabilitation strategies to minimize lifecycle costs and maximize asset service life • To build an asset management system that integrates all asset management data into one data source while maintaining asset ownership responsibilities of each department • To continue to develop robust condition assessment programs for all asset categories on a pre-determined schedule to ensure data accuracy and availability of funding • To build a collaborative environment with open lines of communication to ensure that there is a clear line of sight on departmental responsibilities and asset management outcomes. Asset Management Plan 2022 | 4 Per regulation O.Reg 588/17, future asset management plans will be presented to Council as follows: • Phase 2 (by July 2024) Asset Management Plan for all municipal assets, including current service levels and costs to maintain these levels • Phase 3 (by July 2025) Builds on Phase 2. The plan shifts from current levels of service to focus on proposed levels of service and related lifecycle management, including financial strategy for all municipal assets. • Phase 4 (by July, starting in 2026), an annual review of asset management planning progress, must be conducted by Council • Phase 5 (starting in the year 2030), a complete asset management plan is conducted and approved by Council every five years. Asset Management Plan 2022 | 5 Asset Management Plan 2022 | 6 Introduction What is Asset Management? Asset management (AM) is the strategy to realize value from assets, reduce risks and provide the expected level of service to the community in a socially, environmentally, and economically sustainable manner. Effective asset management requires an overarching framework to establish and guide its practice so that asset management becomes central to strategic, financial, and operational decision-making at all levels of the organization. AM includes the planning, design, construction, operation, and maintenance of infrastructure used to provide services. Infrastructure needs can be prioritized over time by utilizing AM processes while also ensuring timely investments to minimize repair and rehabilitation costs and maintain municipal assets. Key questions municipalities must ask themselves today as they develop their AMPs and programs are the following: • What is the asset worth? • What is the asset’s condition and expected remaining service life? • What is the level of service expectation, and what nee ds to be done? • When do you need to do preventative maintenance, rehabilitation, or replacement? • How much will the remedial works cost, and what is the acceptable level of risk(s)? • What is the overall life cycle needs/costs? • What are the long-term sustainable financing needs? Asset Management Plan Purpose Asset management plans are documents developed by the Municipality that specify the activities, resources and timescales required for individual assets or asset classes to achieve a defined level of service objectives. The Plan enables the Municipality to make informed decisions regarding the construction, operation, maintenance, renewal, replacement, expansion, and disposal of infrastructure assets while minimizing risk and cost to the community while maximizing service delivery. The asset management plan is designed to: • Guide the consistent application of standards, best practices and tools • Support effective service delivery through the sustainable management of Clarington’s infrastructure • Align investments with infrastructure priorities to deliver established levels of service in a financially responsible manner • Provide input into long-term infrastructure plans and budgets Asset Management Plan 2022 | 7 • Support business cases for crucial infrastructure investments and funding opportunities • Develop sustainable financing plans • Support discussion of establishing levels of service targets • Comply with legislative requirements Corporate Asset Management Plan Overview This Plan, which utilizes data verified as of December 2020, is the initial phase of plans outlined in O.Reg 588/17. The requirement dictated that this initial asset management plan should focus on core infrastructure assets. For Clarington, those asset categories are bridges and culverts, roadways, and stormwater management. This Plan will specify the quantity, quality, and replacement value of those core infrastructure assets , our approach to condition ratings, the current level of service those assets provide, and calculated performance measures to use as a comparison tool in future years. The Plan will then discuss lifecycle activities for those core assets. The lifecycle activities have been analyzed to expose any risk factors and depict which events should occur in the following years, including the associated costs. Asset Management Policy The Municipality of Clarington adopted the Strategic Asset Management Policy (G15) in 2019. The policy outlines Clarington’s commitments and principles that will be considered in asset management planning. It ensures strategic alignment with the Corporation’s vision of building a sustainable, creative, and caring community. This vision requires the alignment of many initiatives, and all existing and planned asset decisions must support the recommended levels of service and our long -term vision for the community. Corporate Asset Management Framework The corporate asset management framework represents the integrated relationship between elements of an effective asset management system and provides a structure for standardization and consistency of asset management practices and pl ans throughout the Municipality. Asset Management Plan 2022 | 8 This framework is used to guide the development and implementation of the core infrastructure asset management plans included in this report, and is intended to ensure long-term core asset sustainability, demonstrate a commitment to good stewardship and support improved accountability and transparency to the community. Asset Management Plan 2022 | 9 Asset Management Plan 2022 | 10 Statement of Local Infrastructure Storm Water Management The Municipality of Clarington protects its citizens and the natural environment by managing and treating its storm water infrastructure. The Municipality is responsible for maintaining and replacing storm system infrastructure located beneath Municipality- owned roadways and property. • Under the Municipal Act, 2001 Clarington is required to collect and manage storm water and drainage from lands within the Municipality. • Clarington’s storm water systems are designed specifically to collect, manage, and mitigate potential flooding. • This is done by draining rainwater away from buildings and roads and controlling the rate of discharge into the local rivers and streams. • Storm sewers are designed to convey flows during frequent rainfall events to the scale of a 100-year storm event. • In addition to controlling the flow of the water runoff, systems in recently developed areas have additional infrastructure which helps remove sediment and pollutants before it outlets back into the natural environment. • Clarington staff are continuously working towards improving the a ccuracy and reliability of the storm water system inventory so it can be better used for long-term asset management planning. Asset Management Plan 2022 | 11 What do we own? What is it worth? An extensive network of infrastructure is operated and maintained by the Municipality to manage storm water runoff. Valued in 2020 dollars at approximately $188,412,973 the storm water infrastructure consists of two asset types – conveyance and management. • The stormwater conveyance network is divided between storm sewer conduits, and storm sewer structures. • Conduits refer to the mainline pipes which the water flows through. • Structures include assets such as catch basins, outlets/inlets, and maintenance holes. • The stormwater management category consists of stormwater management facilities or ponds. The Municipalities ponds are divided into two categories being either wet or dry. • The storm water inventory is updated via letters of assumption for subdivision developments and letters of completion / holdback releases for reconstruction projects. • Inventory is tracked and maintained through both GIS and asset management software. • Clarington owns a total of 260 kilometers of storm sewer lines and 38 Storm water Management Facilities, 37 of which have been contributed by developers. Asset Management Plan 2022 | 12 Asset Segment Quantity Replacement Cost Method 2020 Replacement Cost Ponds - Wet 23 70% of historical cost, inflated $ 5,638,662 Ponds - Dry 15 50% of historical cost, inflated 3,074,310 Conduit (km) (Mainline Pipe) 260 Cost Per Unit 129,019,454 Maintenance Holes 4,072 Cost Per Unit 35,987,562 Catch Basins 6,378 Cost Per Unit 13,062,942 Inlet / Outlet Structures 184 Cost Per Unit 244,721 Oil Grit Separators 13 Cost Per Unit 1,238,510 $ 188,266,161 Figure 2.1: Includes the quantity, replacement cost method and total estimated replacement cost for all inventoried storm water assets Estimated replacement costs for conveyance infrastructure is based on average unit costs. The unit costs are reflective of recent network maintenance and reconstruction contract costs. Additional costs to install the infrastructure and external consulting have not been factored in. At the present time it is too difficult to analyze each storm network and predict these costs without a full review of each system. Each system is unique , and costs can vary based on specific locations, depths and required upgrades to pipe sizes for flow capacity. Currently, the Municipality aligns these costs during its capital budget forecasting. As more asset management data becomes available , the Municipality will be better equipped to predict these cost variances. The replacement value for Clarington’s conduit and structures is considered as if this service would be replaced on a complete standalone basis. Clarington’s current process is coordinating the replacement of stormwater management infrastructure with the replacement of our road network or the Region of Durham's sanitary water infrastructure. This coordination ensures cost efficiencies during reconstruction projects while maintaining the current level of service at the lowest cost. While the core infrastructure of the stormwater management system and the road network system are presented separately, often the two coincide when considering their replacement needs. Asset Management Plan 2022 | 13 Estimated replacement costs for the storm water Management facilities are based on a percentage of the historical asset cost, 100 percent inflated to 2020 dollars. Historical costs were derived from development costs from assumed subdivisions. It has been determined that only 70 percent of a wet pond and 50 percent of a dry stormwater pond will be considered a replaceable asset. Clarington concluded that there is a percentage of work required during initial construction to establish the infrastructure that will not be needed again when the assets are replaced. Useful life Clarington’s linear stormwater management conveyance network consists of assets built using various materials. Current industry standards typically use concrete material for conduits and structures, but some older assets still exist in the inventory constructed using asbestos cement and vitrified clay. These older assets have been given an estimated useful life of 40 years. Although few of these assets still exist, the ones that do have been deemed to still be in fair condition. These assets make up 1.2 percent or 3.4 kilometres of the entire inventory and have been scheduled to be replaced when their respective road networks are reconstructed in the near future. Conduits and structures that have been constructed using concrete cement or Polyvinyl Chloride (PVC) have been given useful lives of 75 years and represent 98.8 percent, the vast majority of Clarington’s stormwater inventory. Clarington’s stormwater management ponds are relatively new (the first one built in approximately 1988) and are expected to have long useful lives. The useful life of 75 years is considered appropriate per industry standards before the facilities would require extensive reconstruction works. These assets are much easier to inspect and maintain, unlike the underground network. In 2017, Clarington initiated a stormwater management capital maintenance program to provide cleanout and rehabilitation works to some of the aging assets. Rather than extend the facilities' estimated useful life, the required work has been necessary to ensure the assets meet their expected end -of-life cycles. Asset Management Plan 2022 | 14 Figure 2.2: Average Age as a Proportion of Average Useful Life of Clarington’s Storm Water Management Assets 75 75 75 75 75 23 26 20 22 22 0 15 30 45 60 75 Avg of All Stormwater Assets SWM Pond Dry SWM Pond Wet Structures Conduit Expected Useful Life Average Age Asset Segment Estimated Useful Life (Yrs) Avg Age (Yrs) Projected Service Life Remaining (Yrs) % Of Assets with More Than Half EUL Remaining % Of Assets with Less Than Half EUL Remaining Storm Water Ponds – Wet 75 19.9 55.1 100% 0% Storm Water Ponds - Dry 75 25.6 49.4 100% 0% Conduit (Concrete) 75 22.3 52.7 90.30% 9.70% Conduit (Asbestos Cement/Clay) 40 43.5 0 31.30% 68.70% Structures 75 19.9 55.1 91.30% 8.70% Totals 22.6 52.4 Figure 2.3: Shows the useful life, the average age, projected service life remaining and the percentage of assets which are below halfway through their estimated useful life and over halfway through their estimated useful life for each asset segment. Asset Management Plan 2022 | 15 The age for Clarington’s conveyance network, which are contributed by developers, is based on when assets are assumed from the developers and Clarington takes over ownership. Age for assets that fall within Clarington’s capital urban development and reconstruction programs are based on the construction year of substantial completion. The average age of the Municipalities storm water network is 22.6 years. Considering an industry-standard useful life of 75 years Clarington’s storm water network, aside from the small percentage of assets made using asbestos cement and vitrified clay, is relatively young. Only a small portion of conveyance assets have exceeded half their useful life, and to date, no stormwater management pond has reached its halfway useful life point. Due to the reasonable age of the storm network assets, it has been decided to project service life for this asset class based on age rather than condition. It has yet to be determined, but as assets age and inspection data becomes more available , it is possible Clarington may begin assigning an assessed condition rating to the older infrastructure. It can then be determined whether the assessed conditions will increase or decrease the average service life remaining for each specific asset. Figure 2.4: Required 2020 replacement costs for the total inventoried stormwater network in 10-year age intervals. $0 $5 $10 $15 $20 $25 $30 $35 $40 $45 $50 $55 $60 1951-1960 1961-1970 1971-1980 1981-1990 1991-2000 2001-2010 2011-2020Total Funding Requirement - $Mil 2020 Estimated Replacement Cost per 10 Year Asset Age Grouping (Includes All Storm Water Infrastructure) Asset Management Plan 2022 | 16 Asset Condition In this asset management plan, age has been used to determine the condition of the storm network conduit and structures. Internal staff inspection data has been used to assess the condition of the stormwater management facilities. The age-based condition measure is a percentage of the estimated useful life consumed based on each asset’s age and the average life expectancy based on industry standards. Below is the scale which Clarington is currently using for stormwater conveyance assets and aged based condition rating: Condition Rating Age (Yrs) Grade Category Description 80-100 1-15 A Very Good The assets are functioning as intended with little if any deterioration. 60-80 16-30 B Good The assets are functioning as intended. Still, little deterioration is expected. No maintenance is forecasted for conduits, but some structures may require minor maintenance. 40-60 31-45 C Fair The assets are functioning as intended. Normal deterioration and distress may be identified. Conduit maintenance is possible in the forecasted future. Structures not already maintained will require maintenance to maintain functionality. 20-40 46-60 D Poor Some assets are starting not to function as intended. Deterioration and significant distress likely identified. Further maintenance and repair work are required for both conduits and structures to restore functionality. 0-20 61-75 E Very Poor The assets are not functioning as intended. Significant deterioration and major distress identified. Assets require immediate attention and likely replacement in the short-term future. Figure 2.5: Clarington's scale for age-based stormwater asset condition assessments. Table includes condition rating, asset age category, condition grading, and the description of each specific condition category. Asset Management Plan 2022 | 17 Clarington’s current process, as mentioned above, is to coordinate the replacement of the conveyance infrastructure with the replacement of the road network infrastructure and the Region of Durham's sanitary water infrastructure. This ensures various cost efficiencies can be realized while maintaining the desired levels of service. Therefore Clarington’s current practice is to inspect the underground infrastructure when the road network reconstruction life cycle schedules occur or when the Region of Durham plans upgrades to their underground assets. Clarington’s urban and non-rural roads where underground infrastructure resides are typically fully reconstructed after 60 years. Assuming the stormwater infrastructure was constructed in and around the original road base and surface were constructed, at 60 years, the storm network will have reached the poor condition category. As stated in the previous table, this is when we can anticipate some assets have started not to function as intended. The infrastructure is inspected in and around this time using closed-circuit television (CCTV). If warranted, major repairs and replacements to the storm network can be scheduled for when the rest of the road network is already under construction. Referring to figure 2.3, Clarington’s stormwater infrastructure that is not made from asbestos cement or vitirfied clay has an average age of 22.3 years for conduit and 19.9 years for structures. Clarington’s Public Works Department has determined that, considering the average age of the infrastructure, at this time, it is not recommended to perform a full CCTV inspection of the entire 260km network. The costs to do so can not be justified considering that the infrastructure is, on average, in good to very good condition and is initially inspected upon assumption from the developers. This methodology will continue to be used for the foreseeable future until Public Works feels the network has reached an age that a full inspection can be justified and budget allows for that increase to be created. Conversely, an annual inspection program has been fully implemented for all 38 stormwater management facilities the Municipality owns. Unlike CCTV inspections, Public Works staff can do inspections of the facilities at little expense other than staff time and wages. The inspection program has helped identify deficiencies and ensures issues are corrected before a failure or reduction to service level occurs. Without inspecting the assets, it can not be guaranteed the ponds are functioning a s their designs were intended. Ensuring the functionality of the storm water ponds benefits the Municipality in many ways, such as aiding in safeguarding public health, reducing flooding potential for public and private lands and demonstrating due diligen ce for sound asset management principles. Asset Management Plan 2022 | 18 Below is the scale in which Clarington is currently using for storm water facility inspection assesed condition ratings: Condition Rating Grade Category Description 80-100 A Very Good The assets are functioning as intended, with little repairs to the facility required. 60-80 B Good The assets are functioning as intended. Still, very little repairs are necessary other than minor maintenance. Sediment buildup may be beginning. 40-60 C Fair The assets are beginning not to function as intended. Routine repairs and sediment buildup likely. Facility should be monitored for cleanout works. 20-40 D Poor Most assets are not functioning as intended. Significant repairs are needed. Sediment removal and erosion work’s need to be considered. 0-20 E Very Poor The assets are not functioning as intended. Assets require immediate attention and repair to avoid public health and safety concerns. Figure 2.6: Clarington's scale for inspection-based stormwater facility condition assessments. Table includes condition rating, condition grading, and each specific condition category description. Asset Management Plan 2022 | 19 Overall the Municipalities conveyance assets are in good condition (B Grade). • Overall Conduit Average: 69.7 percent • Overal Structure Average: 69.4 percent 30.1%29.8% 38.5%39.5% 69.7%69.4% 23.8%23.1% 7.1%3.6% 0.4% 4.0% 0.0% 10.0% 20.0% 30.0% 40.0% 50.0% 60.0% 70.0% 80.0% 90.0% 100.0% Conduit Structures Average of all Conduit Average of all Structures Very Good Good Figure 2.7: Storm water Conduit and Structure aged based assessed condition ratings • Of the 0.4 percent of conduit assessed in very poor condition, 21 percent of the assets have been included in the capital budget forecasts within the next four years. • Of the 4 percent of structures assessed in very poor condition, 69 percent of the assets have been included in the capital budget forecasts within the next four years • The remaining conveyance assets assessed in very poor condition and not forecasted for replacement, 64 percent of those assets have been CCTV inspected and deemed to still be in fair condition, whereas they do not require replacement within the curren t 5-year capital forecast. Asset Management Plan 2022 | 20 • All remaining non-inspected conduit & structure assets assessed in poor condition will be inspected in the future operating budgets to determine their remaining useful lives related to our required levels of service. Overall the Municipality’s Storm water Management facilities are in very good condition (A Grade). • Overall Storm water Wet Pond Average Condition: 84 percent • Overall Conduit Average: 86.3 percent 73.9%73.3% 26.1%20.0% 84.0%86.3% 6.7% 0.0% 10.0% 20.0% 30.0% 40.0% 50.0% 60.0% 70.0% 80.0% 90.0% 100.0% Wet Ponds Dry Ponds Average of all Wet Ponds Average of all Dry Ponds Very Good Good Figure 2.8: Storm water Wet and Dry Pond inspection based assessed condition ratings • The 6.7 percent of facilities in fair condition equates to one storm water pond. This pond has received is forecasted for cleaning and sediment removal in 2022. • In 2022, Clarington will be pursuing an update to the storm water Management Master Plan. Once completed, the plan will better outline scheduling priorities for pond cleanout and sediment removal. Asset Management Plan 2022 | 21 Roads What do we own? What is it worth? The Municipality of Clarington’s road network consists of critical components to provide safe and efficient transportation service throughout our community. The road network includes all municipality-owned and managed roadways which provide support for roadside infrastructure. The Public Works Department is responsible for managing operational and rehabilitation processes for all our road infrastructure while managing the increased costs of a high-growth municipality. • Under the Municipal Act, 2001, Clarington is required to collect and manage road infrastructure within the Municipality. • Clarington’s road network is assessed on a bi-annual basis by an external agency with the expertise for road assessment. • Operational maintenance procedures utilized in our municipality include patching, grading, sweeping, ditching, as well as winter maintenance (sanding, salting, and plowing). • Capital procedures in our municipality include design and construction of new roads, major rehabilitation activities, crack sealing, asphalt resurfacing, and reconstruction. The Municipality of Clarington provides a sustainable transportation system through our community by operating and maintaining a comprehensive road network . The road network is valued at approximately $714,628,356 in 2020 dollars, consisting of two asset types – surface and base. • Clarington staff are continuously working towards improving the accuracy and reliability of the Road Network inventory so it can be better used for long-term asset management planning. Asset Management Plan 2022 | 22 • Clarington’s road surface network is divided between two categories: paved and unpaved roads. • Paved roads include the various levels of road surface assets, such as high class bituminous and low class bituminous. • High class bituminous (HCB) surface is divided by four levels that is determined by the average daily traffic and the asphalt depth. • Low class bituminous (LCB) roads are lower grade local paved roads, utilized in more rural areas. • Unpaved roads consist of two categories, earth, and gravel roads. • The road network inventory is updated via letters of assumption for subdivision or commercial developments and holdback releases for reconstruction projects managed by Clarington. • Clarington’s road inventory is controlled through both GIS and asset management software. • Clarington owns a total of 811 kilometers of paved roads and 105 kilometers of unpaved roads. Asset Management Plan 2022 | 23 Asset Category Asset Segment Quantity (Km) Historical Cost 2020 Replacement Costs Unpaved Roads Earth Roads 40 $0 $0 Gravel Roads 65 0 3,533,854 Paved Roads-Surface High Class Bituminous 1 (HCB-1) 1 545,171 410,000 High Class Bituminous 2 (HCB-2) 4 1,220,712 1,838,975 High Class Bituminous 3 (HCB-3) 164 33,510,196 53,390,675 High Class Bituminous 4 (HCB-4) 259 39,534,113 84,393,260 Low Class Bituminous (LCB) 366 19,933,503 32,555,250 Roads Base Roads Base 914 224,808,241 538,506,342 Total $319,551,936 $714,628,356 Figure 2.9: Includes the quantity, total historical cost and total estimated replacement cost for all inventoried road assets Road infrastructure utilizes a calculated average unit cost to determine the estimated replacement costs. The unit costs are developed based on current unit pricing provided from Clarington’s 2019 State of Infrastructure for Roads, with our Engineering (now Asset Management Plan 2022 | 24 Public Works Department Infrastructure Division) staff providing valuation splits for base and surface amounts. The State of Infrastructure report provides the detailed information required for the assessment of Clarington’s entire road network while stating the needed improvements for each of Clarington’s road infrastructure. The replacement costs do not incorporate upgrade plans for road infrastructure to increase the pavement quality level. These costs provide the estimated values for rehabilitating the existing pavement level. Currently, the Municipality aligns costs of connecting rehabilitation projects during its capital budget forecasting to achieve the optimal use of annual budgets. As more asset management data becomes available , the Municipality will continue to improve the prediction of cost variances. Historical costs were derived from two processes: development costs from assumed subdivisions or capital costs allocated to assets during addition to Tangible Capital Assets at project completion. Clarington’s unpaved roads do not have a historical cost due to the timing and nature of these assets in the inventory. The earth roads are not constructed roads, therefore, they do not have a historical cost and require minimal to no reconstruction. Useful life Clarington’s road network consists of assets built using various pavement standards for traffic requirements. Current industry standards typically use higher grades of asphalt. Functional classification systems are developed by a collaboration of a number of agencies that include the Transportation Association of Canada and the Ontario Ministry of Transportation (MTO). These classifications serve a purpose, but the results vary significantly in terms of performance, replacement and treatment costs. Providing additional parameters based on surface type, depth and traffic volume would improve the pavement performance models. Clarington’s road base infrastructure is expected to have long useful lives of 60 years. The road base’s reaching the expected useful lives is dependent on the surface condition and the efficiency of lifecycle events. The useful life of road surface fluctuates with different traffic needs and usage. Increased pavement grades and depths are used to handle weight requirements and vehicle volumes. For most Clarington’s roads, a Asset Management Plan 2022 | 25 useful life of 30 years is considered appropriate per industry standards before the pavement requires extensive reconstruction . External consultants produce a report that provides an in-depth analysis of Clarington’s entire road network every two years. The report details the current lifecycle requirements for all roads in Claringto n. The age of Clarington’s Road network is based on municipal capital programs for new and reconstruction that are assumed at the construction year of substantial completion. Clarington takes ownership of contributed road assets in the year of development acceptance. Figure 2.10: Average Age as a Proportion of Average Useful Life of Clarington’s Road Network Infrastructure 60 30 30 30 30 20 25 12 27 18 19 14 0 10 20 30 40 50 60 BASE HCB-1 HCB-2 HCB-3 HCB-4 LCB Expected Useful Life Average Age Asset Management Plan 2022 | 26 Asset Category Estimated Useful Life (Yrs) Avg Age (Yrs) Projected Service Life Remaining (Yrs) % Of Assets with More Than Half EUL Remaining % Of Assets with Less Than Half EUL Remaining LCB 20 14.2 5.8 48.4% 51.6% HCB-4 30 18.6 11.4 37.1% 62.9% HCB-3 30 17.8 12.2 48.0% 52.0% HCB-2 30 26.8 3.2 22.7% 77.3% HCB-1 30 11.8 18.2 100.0% 0.0% BASE 60 25.1 34.9 63.3% 36.7% Figure 2.11: Shows the useful life, the average age, projected service life remaining and the percentage of assets which are below half-way through their estimated useful life and over halfway through their estimated useful life for each asset segment. The expected useful life of the different High-Class Bituminous (HCB) asphalt surface roads is 30 years. The HCB road asphalt surface replacement is estimated to be required twice during the useful life of the road base. Low-Class Bituminous (LCB) surface roadways have a slightly shorter expected useful life of 20 years and are expected to be replaced three times during the life of the road base. The road surface network, shown in figure 3, currently has the majority of assets with less than 50 percent remaining in their expected useful life. This information determines that most of the road surfaces in Clarington are in the later stages of life expectancy. The average age of Clarington’s road base infrastructure is 25.1 years. Considering the standard useful life of 60 years, most road base assets have not exceeded half their useful life. Having 63.3 percent of road base assets with more than half of the remaining useful life left, indicates that the majority of road surfaces are nearing the first reconstruction based on their useful lives. Asset Management Plan 2022 | 27 $0 $5 $10 $15 $20 $25 $30 $35 $40 $45 $50 $55 $60 $65 1971-1980 1981-1990 1991-2000 2001-2010 2011-2020Millions2020 Estimated Replacement Cost per 10 Year Asset Age Grouping (Road Surface Infrastructure) • Figure 2.12: Required 2020 replacement costs for the total inventoried road surface network in 10-year age intervals. $0 $20 $40 $60 $80 $100 $120 $140 $160 $180 1961-1970 1971-1980 1981-1990 1991-2000 2001-2010 2011-2020Millions2020 Estimated Replacement Cost per 10 Year Asset Age Grouping (Road Base Infrastructure) Figure 2.13: Required 2020 replacement costs for the total inventoried road base network in 10-year age intervals. Asset Management Plan 2022 | 28 Asset Condition Clarington utilizes physical condition assessments for road surface assets in this asset management plan, which is more accurate for roads than an age -based condition approach. Due to road infrastructure condition fluctuations from many factors, the roadways do not always follow a straight-line deterioration that an age-based method provides. These factors have caused staff to determine that physical condition assessments are the optimal condition valuation for Clarington’s road surface network. Road base infrastructure does not receive a physical condition assessment because of the direct correlation with the road's surface. The age-based condition measure is a percentage of the estimated useful life consumed based on each asset’s age and the average life expectancy based on industry standards. Below is the scale which Clarington is currently using for Road network assets condition rating: Condition Rating Grade Category Image example of Road Condition 75-100 A Very Good Roads within this category may show surface distress for up to 10% of the length. The required maintenance effort may be slightly above average but not uneconomical compared to the reconstruction costs. 60-74 B Good Roads within this category show surface distress from 11% to 15% of the length. Similar to the Very Good level, required maintenance may be above average but not necessarily uneconomical compared to the cost of a full reconstruction. Asset Management Plan 2022 | 29 Condition Rating Grade Category Image example of Road Condition 40-59 C Fair Roads show surface distress from 16% to 20% of the length, and the required maintenance effort is high. 20-39 D Poor Roads show surface distress of more than 20% of the length, and the required maintenance effort is excessive 0-19 E Very Poor These roads have exceeded their expected useful life and do not meet the road requirements. Roads within this category is not necessarily the highest priority for asset management or return on investment perspectives Figure 2.14: Clarington’s scale for road condition assessments. Table includes condition rating, condition grading, and the description of each specific condition category . Asset Management Plan 2022 | 30 Overall the Municipality’s Paved Road Surface assets are in GOOD condition (B Grade). • Overall Paved Road Surface Average Condition: 69.4 percent • Overal Road Base Average Condition: 58.2 percent Figure 2.15: Paved Road Surface condition assessment ratings by road type and road lengths in kilometres Road Category Very Good Good Fair Poor Critical Total Km’s HCB-1 0.20 0.62 0.82 HCB-2 1.08 0.39 2.02 0.85 4.34 HCB-3 108.38 17.19 21.73 14.46 2.53 164.29 HCB-4 154.30 22.17 45.75 26.41 10.40 259.03 LCB 117.05 41.38 56.00 121.80 25.50 361.73 Totals 380.81 81.33 125.50 164.14 38.43 790.21 % Of Inventory 48% 10% 16% 21% 5% 100% Asset Management Plan 2022 | 31 25% 66% 60% 32%37% 24% 9% 10% 9% 11% 20% 47% 13% 18% 15% 24% 76% 20% 9%10% 34% 14% 2% 2%4%7%4% 98% 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% HCB-1 HCB-2 HCB-3 HCB-4 LCB - High Float Gravel Earth Very Good Good Fair Poor Critical Figure 2.16: Road Surface assessed condition ratings as a percentage • Of the two percent of HCB-3 Road Surfaces assessed in critical condition, 76 percent of the assets have been included in the capital budget forecasts within the next five years. • Of the four percent of HCB-4 Road Surfaces assessed in critical condition , 34 percent of the assets have been included in the capital budget forecasts within the next five years. • Unpaved gravel roads are rehabilitated with Clarington’s gravel road program. This program completes the annual maintenance processes required to maintain our current level of service for these roads. This includes grading, Asset Management Plan 2022 | 32 dragging, and ditching of these roads. These roads do not require additional rehabilitation capital costs for proper operations. • All earth roads require minimal maintenance or reconstruction events and do not require a replacement cost because they are not constructed road infrastructure. • All remaining road assets assessed in poor condition will be inspected in the following State of Road Infrastructure to determine their remaining useful lives related to our required level of service. Asset Management Plan 2022 | 33 Bridges & Culverts What do we own? What is it worth? The Municipality of Clarington operates and maintains bridges and culverts , which enable safe and effective travel. The Public Works Department is responsible for planning and managing this critical infrastructure. The Municipality of Clarington currently has 123 bridge assets, including 24 pedestrian bridges and 149 culvert assets in its inventory. The 272 structures have a total replacement cost of $200,020,200. • Under the Municipal Act, 2001, Clarington shall keep its bridges and culverts in a state of repair that is reasonable in the circumstances, including the character and location of the bridge or culvert. • The Municipality considers the risk of flooding and erosion when prioritizing which structures will be repaired or replaced. • Bridge condition scores are developed and are used to guide repairs, rehabilitation, and replacement schedules. • Public Works Infrastructure Division has a ten- year rehabilitation forecast for bridges and culverts as determined by findings in the inspections. • The Municipality must plan for future expansion and required needs due to community growth and changing transportation modes. Asset Management Plan 2022 | 34 King Street East Bridge (Bowmanville, On) • A bridge is a structure which provides a roadway or walkway for the passage of vehicles, pedestrians or cyclists across an obstruction, gap or facility and is greater than or equal to 3 metres in span. • A culvert is a structure that forms an opening through soil for the passage of water, vehicles or pedestrians/ cyclists and has a span of 3 metres or more . • A pedestrian bridge enables pedestrians to cross wet, fragile, or marshy land s and railways. • The Bridge and Culvert inventory is divided into the following segments: Bridges - C - Cast in Place, Bridges - P - Precast Concrete, Bridges - S – Steel, Bridges - T - Timber/Wood, Culverts, and Pedestrian Bridges • Out of the 99 bridge assets only two (2.02 percent) of these require a load restriction. These bridge assets are identified as 094024 at Jackman Rd and 099045 at Holt Rd. The table below includes the quantity, replacement cost method and total estimated replacement cost for all inventoried bridges and culverts Asset Management Plan 2022 | 35 Asset Segment Quantity (each) Replacement Cost Method 2020 Replacement Cost Bridges - C - Cast in Place 80 Utilized the technical expertise of GHD consultants to value the replacement costs of the assets. *See exclusions below $65,386,000 Bridges – P- Precast Concrete 13 46,098,236 Bridges - S - Steel 4 4,973,124 Bridges - T - Timber/Wood 2 1,221,405 Culverts 149 77,365,179 Pedestrian Bridges 24 4,976,256 TOTAL 272 $200,020,200 Figure 2.17: Bridge and culvert age and replacement cost *The following assets have replacement costs based on CPI tables as they were excluded in the GHD inspections but included in the above table Asset Segment Bridge 2020 Replacement Cost Bridges - C - Cast in Place 094003 West Beach Rd $318,061 098057 – Conc B, Clarke 656,889 098095 – Conc7/8, Clarke 41,851 099127 – Conc 8, Darlington 324,681 099517 – Liberty St 115,567 Bridges – P- Precast Concrete 094013 – Bowmanville Creek Bridge 1,768,139 Culverts 098052 – Lakeshore Rd 110,304 098512 – Conc 1, Clarke 82,005 098544 – Conc 7/8, Clarke 51,056 099091 – Conc 5/6 Darlington 238,374 099501 – Conc BF, Darlington 230,556 098553 – Stephenson Rd 467,802 Pedestrian Bridges Lions Memorial 29,313 Figure 2.18: Bridge and culvert exclusions Asset Management Plan 2022 | 36 Figure 2.19: Bridge and culvert locations on aerial map of Clarington Asset Management Plan 2022 | 37 The replacement costs used are calculated by GHD as a part of the Municipal Structure Inventory and Inspection 2020. In addition to the base cost of physically constructing the structure itself, a variety of associated costs have also been included in the total replacement cost of each bridge. The associated costs include: • An allowance to address temporary or permanent utility relocations varied by roadside environment to include $57,000 for utility-related works in an urban environment, $31,000 in a semi-urban environment and $23,000 in a rural area. • An allowance for the construction of bridge approaches is calculated based on the width of the approaching roadways. A unit rate of $13,000/m of road width is utilized based on the assumption that the average length of approach works will be 25 m on both sides of the structure. • An engineering allowance to address approvals, design and contract administration costs associated with the structure's construction. The engineering allowance has been calculated as 20 percent of the construction cost including estimated approach and utility works. • A contingency allowance of 15 percent to address other minor cost factors not accounted for in the base cost. It should be noted that the current replacement value (CRV) figure is a benchmark- based estimate that relies on the geometry and design of the existing structure to arrive at estimated replacement costs. The costs are intended primarily for comparing the general value of various structures to one another and should be considered primarily as an order of magnitude values. In planning a complete replacement of a structure , specific consideration should be given to additional costs that may arise from various current design considerations. Examples of such considerations include: • Need to widen the structure to accommodate increased traffic. • Need to lengthen the structure to eliminate wall style abutments and replace with stub abutments set further back from watercourses • Costs associated with the potential need for the staging of construction, traffic control and detours. • Costs associated with complex removal operations to dispose of the existing structure. Asset Management Plan 2022 | 38 Useful life The table below outlines the useful life by structure type Asset Useful Life Bridge – Constructed prior to year 2000 50 Years Bridge – Constructed after year 2000 75 Years Culvert 75 Years Pedestrian Bridge 75 Years Figure 2.20: Bridge and culvert useful life expectancy The average age of the Municipality’s bridges is 43 years old. The following bridges have an age greater than 80 years old. It is a reasonable assumption that these historical bridges have been regularly rehabilitated since their original construction, and as the condition assessments show, they are in good condition. Structure ID Location Age of Structure (Yrs) 098015 Conc. 2/3, Clark 90 099077 Conc 2, Darlington 80 098023 Conc 3, Clarke 85 099516 Conc 3, Darlington 90 098059 Conc B/I, Clarke 90 099521 Conc 5/6, Darlington 90 098530 Conc 6, Clarke 90 099534 Conc 7, Darlington 92 Figure 2.21: Bridge assets with age greater than 80 years The average age of Clarington’s culverts is 40 years old. The following culverts have an age greater than 80 years old. It is a reasonable assumption that these culverts have been regularly rehabilitated since their original construction, and as the condition assessments show, they are in good condition Structure ID Location Age of Structure (Yrs) 093504 North St 86 098503 Conc B Clarke 91 095502 Leigh St 91 Figure 2.22: Culvert assets with an age greater than 40 years The average age of the Municipality of Clarington’s pedestrian bridges is 16 years old. All the pedestrian bridges are below 40 years old and are in acceptable condition. Asset Management Plan 2022 | 39 Number of Structures by Age 0 10 20 30 40 50 60 70 80 60 TO 70 0 TO 10 40 TO 50 50 TO 60 20 TO 30 90 TO 100 70 TO 80 80 TO 90 30 TO 40 10 TO 20 Years Bridge Culverts Pedestrian Bridge Figure 2.23: Number of bridge and culvert assets by age Asset Condition The Bridge Condition Index (BCI) is calculated based on the weighted sum of the condition of various structure components and is a number between zero and 100, with higher numbers corresponding to a better condition. Asset Management Plan 2022 | 40 The structure prioritization number (SPN) is calculated using the condition of the structure (the BCI) and other factors, including traffic, the value of the structure, cost of repairs, load posting limitations, performance deficiencies and detour length. The SPN is also a number between 0 and 100, corresponding with a higher priority for repair/replacement. BCI and SPN are described in more detail in the Municipal Structure Inventory and Inspection report. Bridge condition scores are developed and are used to guide repairs, rehabilitation, and replacement schedules. The Municipality continues to maintain a good condition rating for bridges and culverts. Of the 268 Bridges and Culverts recorded in the Municipality’s asset listing, 70 percent are in Very Good – Good condition. Only 19 percent are considered in Poor – Very Poor condition based on the BCI values. As per the Ministry of Transportation guidelines, a condition of 70 and above would result in no work needed in the next five years, 60 t o 70 would have work in the next five years, and anything below 60 would require work within the following year. The following table outlines the BCI Ratings from Very Good to Very Poor Bridge and Culvert Condition Index Rating Asset Condition Grade System – Bridges and Culverts GRADE CONDITION RANGE (BCI) Very Good >80 Good 70 to 79.9 Fair 65 to 69.9 Poor 60 to 64.9 Very Poor 0 to 59.9 Figure 2.24: Outlines BCI ratings from very good to very poor Bridges and Culverts Condition Figure 2.25: Outlines the number of bridges and culverts per condition category Asset Category Very Good Good Fair Poor Very Poor Unknown Bridges 13 58 11 8 8 1 Culverts 25 72 17 7 27 1 Pedestrian Bridges 9 9 1 0 2 2 Totals 47 139 29 15 37 4 % Of Inventory 17% 51% 11% 6% 14% 1% Asset Management Plan 2022 | 41 The following was completed by GHD during the 2020 Municipal Structure Inventory and Inspection, which outlines the results of field inspection investigations 1. A visual re-inspection for deficiencies and recording of any relevant dimensions. 2. An updated photographic inventory of the structure's appearance and deficiencies. 3. The compilation of the field review using Worktech Asset Foundation Software. 4. An individual assessment of the condition and state of repair/n on-repair of each structure and the recommendation of improvements and estimated costs to bring the existing structure to an acceptable level of service. 5. Recommendation of the feasible options and cost-effectiveness of maintaining the existing structure versus possible replacement and the costs and timing of the same. 6. Calculation of the Current Replacement Value (CRV), Bridge Condition Index (BCI), and Structure Prioritization Number (SPN) for each structure. Based on the Structure Prioritization Values (SPN), relative rankings of bridge and culvert needs have been provided based on the Structure Prioritization Values (SPN). 7. Identification of specific budget recommendations for detailed condition surveys and bridge rehabilitation/replacement, including associated engineering design and supervision and construction estimates. The table below shows the percentage of structures with a Structure Priority Number (SPN) under 25 and an SPN between 25-50. Currently, Clarington has no structures with a SPN higher than 50. This information will be tracked over time in hopes of reducing the percentages of structures with a higher SPN value. Percentage of Bridge and Culverts with a SPN Less Than 50% Structure Type SPN Value < 25 >25 and < 50 > 50 Bridge 44% 56% 0% Culvert 20% 80% 0% Pedestrian Bridge 62% 38% 0% Figure 2.26: Summarizes the percentage of assets within various SPN ranges Asset Management Plan 2022 | 42 The detour length factor is included to represent the disruption and inconvenience that may result if a structure were to have to undergo complete replacement of a lengthy major rehabilitation that may limit or preclude traffic from travelling over or unde r the structure. The detour length is measured as the distance required to travel from one side of the structure by circumventing it on similar or higher functional classification roads. For example, the detour length around a structure located on an arterial road would be measured along other arterial roads, although local or collector roads in the detour route may shorten it. The calculated average detour rate for bridge and culvert assets, are as follows: • Bridges is 6.78 kilometres • Culverts is 6.65 kilometres Asset Management Plan 2022 | 43 Asset Management Plan 2022 | 44 Levels of Service Storm Water Management Current Level of Service Ontario regulation 588/17 requires that levels of service use qualitative and technical descriptions to describe the quality of service delivered by the stormwater management assets in the Municipality. A combination of mapping and metrics have been provided to illustrate the service levels provided by the infrastructure. Figure 3.1 shows the qualitative descriptions and technical metrics required in O.Reg 588/17 for stormwater management assets. Service Attribute Community Levels of Service (Qualitative Descriptions) Technical levels of service (technical metrics) Scope Description, which may include maps, of the user groups or areas of the municipality that are protected from flooding, including the extent of the protection provided by the municipal storm water management system. 1. Percentage of properties in municipality resilient to a 100-year storm. 2. Percentage of the municipal storm water management system resilient to a 5-year storm. Figure 3.1: O.Reg 588/17 Stormwater Management Levels of Service Requirements To fulfill the requirement in O.Reg 588/17 , two separate studies were undertaken. The first study, required to meet the “Percentage of properties in municipality resilient to a 100-year storm” requirement, was prepared internally by the Municipality’s Planning and Development Services Department. Using GIS with municipal, conservation authority and provincial data, every property in Clarington was assigned to one of five categories. Each property was assigned its category based on its proximity within flood mapping and flood damage centres. Additionally, property resilience was further refined based on whether the property has buildings within the flood mapping or was owned by a public agency. The detailed methodology can be viewed within the attached report from Ganaraska Region Conservation Authority (GRCA). Resilience Properties Percentage Area: acres Resilient 33,634 91.5% 33,176 Mostly Resilient 1,588 4.3% 20,203 Some Resilience 90 0.2% 1,151 Little Resilience 839 2.3% 4,529 Not Resilient 620 1.7% 1,195 Total 36,771 100% 60,255 Figure 3.2: Resilience of all properties in Clarington to a 100-year storm event Asset Management Plan 2022 | 45 As shown in Figure 3.2, the results of this study indicate that 91.5 percent of Clarington’s properties are resilient to a 100 -year storm event. Furthermore, 95.8 percent of properties in Clarington are resilient and mostly resilient; this equates to approximately 35,222 of Clarington’s parcels. Clarington’s urb an and rural areas are similarly represented in resilience , as 96 percent of urban properties are resilient or mostly resilient, and 94 percent of rural properties are considered resilient or mostly resilient. In Clarington, 4.2 percent or 1,549 parcels are considered to have some, little or no resilience to a 100-year storm event. Properties considered to have some, little or no resilience are 4 percent of urban properties and 6 percent of the rural properties. Resilience Category Variables Resilient Property is not within flood mapping. Mostly Resilient Property is within flood mapping and not within a flood damage center. Property is municipally, or conservation authority owned, is vacant or has no buildings in the flood mapping. Some Resilience Property is within flood mapping and not within a flood damage center. Property has buildings in the flood mapping. Little Resilience Property is within flood mapping and a flood damage centre. Property is municipally, or conservation authority owned, is vacant or has no buildings in the flood mapping Not Resilient Property is within flood mapping and a flood damage centre. Property has buildings in the flood damage centre. Figure 3.3: Resilience categories and variables. Asset Management Plan 2022 | 46 The resilience of a Clarington property to a 100 -year storm event can be described as its vulnerability to such an event, if subjected to an event, the risks the event poses to a property and its ability to adapt to those risks. Clarington's two conservation authorities completed the work of assigning the vulnerability, likelihood, and impact in their flood risk assessment work. The results of this work are the identification of flood damage centres based on a determined level of flood risk to people and property. Flood damage centres are clusters of highly vulnerable buildings to a flood event. Properties in these flood damage centres have the lowest resilience to a 100 -year storm. Many properties within these areas may not have buildings in the flood damage centre, in which case, they have more resilience. Properties not within a flood damage centre but within the flood extents of a 100 -year storm have more resilience than those in a flood damage center. Those properties without buildings in the flood extent have increased resilience as well. Properties owned by the Municipality, the Region of Durham or a conservation authority are generally interpreted as having increased resilience as adaptive measures are generally taken on these properties. Properties not within the flood extents of a 100-year flood are considered resilient to a 100-year storm. Figure 3.4 shows the mapping of the geographic locations within Clarington for the five resilience categories. Each property shows its resilience category to the full boundaries of the property, not just the portion in the flood mapping or flood damage center. Asset Management Plan 2022 | 47 Figure 3.4: Map outlining Municipal Properties resiliency to a 100-year storm event. The second study, to meet the requirement of “Percentage of the municipal storm water management system resilient to a 5 -year storm”, was prepared by the Ganaraska Region Conservation Authority. The conservation authority’s jurisdiction resides within Clarington’s municipal limits. Ganaraska’s authority also encompasses other neighbouring towns and municipalities, some of which Ganaraska had already provided similar studies for in the past. Asset Management Plan 2022 | 48 This partnership involved supplying the conservation authority with sufficient storm sewer data to allow their engineers to assess and model Clarington’s networks. This data included shape files for outlets, structures, catch basins, conduits and sub catchment areas, and limits of subdivisions, storm water pond locations, and drainage areas. The methodology, data limitations and the criteria used for analysis can all be reviewed within the 2021 Clarington Storm Sewer Risk Assessment Report . After reviewing the data, it was determined that the Municipality of Clarington’s storm sewer network included approximately 171 individual storm sewer systems. Engineers from both parties agreed that by conservative assumption, only systems pre-dating 1985 would be modelled for the purposes of the study. The likelihood of a system constructed after 1985 not using the 5-year storm standard would be relatively small and not worth the resources to model. After refining Clarington’s storm sewer network for systems pre -dating 1985 it was determined that approximately 33 storm systems required analysis and modelling. It is noted that some systems have undergone partial replacements over the years. If a particular system still included at least one asset pre-dating 1985, the entire system was analyzed and run through the model. Figure 3.5 below shows the number of systems modelled for each urban area of Clarington where storm water infrastructure resides. Community Number of Storm Systems Modelled Bowmanville 19 Courtice 3 Hampton 4 Newcastle 1 Orono 6 Total 33 Figure 3.5: The distribution of analyzed systems within the communities of the Municipality The distribution of pre-1985 storm sewer systems within the study area is depicted in red in Figure 3.6 below. Asset Management Plan 2022 | 49 Figure 3.6: The distribution of pre-1985 storm sewer systems within the study area Storm Sewer System Summary <80% Capacity 80-100% Capacity >100% Capacity Total Conduits Bowmanville Conduit Modelled 642 70 81 793 Conduit Assumed After 1985 1,602 0 0 1,602 Totals 2,244 70 81 2,395 Burketon Conduit Modelled 0 0 0 0 Conduit Assumed After 1985 1 0 0 1 Totals 1 0 0 1 Courtice Conduit Modelled 29 2 1 32 Asset Management Plan 2022 | 50 Storm Sewer System Summary <80% Capacity 80-100% Capacity >100% Capacity Total Conduits Conduit Assumed After 1985 1,457 0 0 1,457 Totals 1,486 2 1 1,489 Hampton Conduit Modelled 14 3 4 21 Conduit Assumed After 1985 15 0 0 15 Totals 29 3 4 36 Newcastle Conduit Modelled 34 0 1 35 Conduit Assumed After 1985 558 0 0 558 Totals 592 0 1 593 Newtonville Conduit Modelled 0 0 0 0 Conduit Assumed After 1985 13 0 0 13 Totals 13 0 0 13 Orono Conduit Modelled 45 1 3 49 Conduit Assumed After 1985 59 0 0 59 Totals 104 1 3 108 Tyrone Conduit Modelled 0 0 0 0 Conduit Assumed After 1985 6 0 0 6 Totals 6 0 0 6 Figure 3.7: Tabular results for all modelled sewer systems by urban area summarized Network Wide Totals <80% Capacity 80-100% Capacity >100% Capacity Total Conduits Number of Conduits 4,475 76 90 4,641 Percentages 96.42% 1.64% 1.94% 100% Figure 3.8: The percentage of the Municipal Storm water management system resilient to a 5-year storm. Asset Management Plan 2022 | 51 The study results carried out by the Ganaraska Region Conservation Authority revealed that the Municipality of Clarington’s storm sewer network is estimated to be 98.06 percent resilient to a 5-year storm event. The results indicate that approximately 90 of the conduits analyzed and modelled may have capacity issues under such an event. Several of the conduits within the network modelled for the study are included in roadways already identified for replacement in Clarington’s 5-year capital forecast. Of the identified assets, 90 percent are in Bowmanville, contained within older subdivisions an d road networks. Once replacement projects in these areas commence, staff and consultants will review designs and conduit sizing to ensure infrastructure meets current standards and capacity thresholds. It is recommended that Municipal staff use the stud y and report provided by Ganaraska to evaluate the future risk associated with the identified assets. Prioritization for future infrastructure replacements could potentially be modified if an increased risk has been recognized for conduit capacity limitations. Current Performance Measures Municipal Objective Technical Measure Technical Performance Target Providing Storm Water services in an efficient manner Annual Operating Cost to Provide Service ($ / Household) $17.20 Providing Storm Water services with minimal impact % Of Storm water assets in fair or better condition 93% Providing Storm Water services with minimal impact 5-Year Km Average of storm sewer network CCTV inspected annually (Includes new assumptions/Capital replacements /O&M) 8.97 Providing Storm Water services with minimal impact % Of storm system with insufficient capacity to convey flows of a 5-year weather event 1.94% Providing Storm Water services with minimal impact % Of Municipal properties resilient to a 100-year weather event 91.5% Providing Storm Water services with minimal impact % Of Municipal properties not resilient to a 100-year weather event 1.7% Asset Management Plan 2022 | 52 Municipal Objective Technical Measure Technical Performance Target Providing Storm Water services with minimal impact % Of inspections & routine minor maintenance carried out on Storm Water Management Facilities annually 100% (Inspected and maintained once annually) Providing Storm Water services with minimal impact % Of Total Catch basins cleaned annually (3-year Avg) 18% Providing Storm Water services with minimal impact % Of streets with catch basins street swept twice annually 98% Figure 3.9: The calculated performance measures for storm water assets Asset Management Plan 2022 | 53 Roads Current Level of Service Ontario Regulation 588/17 requires legislated community levels of service for core assets. Community levels of service use qualitative descriptions to describe the scope or quality of service delivered by an asset category. Examples of legislated community levels of service include a map showing the different levels of road class pavement conditions. Ontario Regulation 588/17 also requires legislated technical levels of service for core assets. Technical levels of service use metrics to measure the scope of service being delivered by the road infrastructure. Examples of technical levels of service include an average surface condition for paved roads based on the Pavement Condition Index (PCI) value and average condition levels for unpaved roads, such as gravel and earth. Service Attribute Community Levels of Service (Qualitative Descriptions) Technical levels of service (technical metrics) Scope Description, which may include maps, of the road network in the municipality and its level of connectivity. 1. Number of lane-kms of each arterial roads, collector roads and local roads as a proportion of square kms of land area in the municipality. Figure 3.10: O.Reg 588.17 Road Network Levels of Service Requirements The entire road network is analyzed bi-annually by completing the Statement of Infrastructure for Roads. 4Roads Management Services Inc. completed the most recent Statement of Road Infrastructure in 2019. This report provides accurate quality assessments and breakdowns of all the road infrastructure managed by Clarington. As part of completing the statement of road infrastructure, information was developed and provided to meet O.Reg 588/17 requirements for Clarington’s road infrastructure. The road infrastructure owned by the Municipality of Clarington is separated into three categories, arterial, collector and local roads. Figure 3.11 provides the operating requirements for each road class and the expected average daily traffic within each class. Road Classification Function Average Daily Traffic Arterial Roads Delivers high volumes of urban traffic between areas of activity. Above 15,000 Collector Roads Connects local streets with arterial streets. Provides traffic service to residential, schools, churches, parks, and low intensity commercial facilities. Between 1,500 and 15,000 Asset Management Plan 2022 | 54 Road Classification Function Average Daily Traffic Local Roads Provides access to individual properties and connect neighbourhood destinations. Less than 1,500 Figure 3.11: Road Classification definitions Figure 3.12 details the number of lane kilometres for each road class. The technical level of service requirement for O.Reg 588/17 requires comparing the data from Figure 3 with the total square kilometres of land within the Municipality of Clarington. The total square kilometres of land within Clarington is 614 km2. Corporate Level of Service Objective Level of Service Measurement Technical Measurement Performance % Of Total Square Kilometres of Land Provide a transportation network with a reasonable level of connectivity Number of lane kilometres of arterial roads as a proportion of total square kilometres of land in the municipality. 4.100 0.22 % Number of lane kilometres of collector roads as a proportion of total square kilometres of land in the municipality. 541.391 28.92% Number of lane kilometres of local roads as a proportion of total square kilometres of land in the municipality. 1,326.704 70.86% Total lane kilometres of road in Clarington 1,872.195 (Total Square kilometres of land in Clarington is 612) Figure 3.12: Road Network Levels of Service – Lane Kilometres by Road Type This analysis indicates that a large majority of our road infrastructure are considered local roads, totalling 70.86 percent compared to the total square kilometres. The local roads also consist of 70.86 percent of the total road infrastructure. The collector roads represent 28.92 percent of the roads within Clarington, and the arterial road infrastructure consists of 0.22 percent of the total lane kilometres of roads. This data shows that a large portion of our road infrastructure is dedicated to local travel within Clarington. The AMP regulation also requires legislated technical levels of service metrics to measure the quality of service being delivered by the road infrastructure. From a qualitative perspective, the Municipality of Clarington must provide illustrations explaining the different levels of road class pavement conditions. For the technical levels of service, data includes an average surface condition for paved roads based on the Pavement Condition Index value and average condition levels for unpaved roads, such as gravel and earth. Asset Management Plan 2022 | 55 Service Attribute Community Levels of Service (Qualitative Descriptions) Technical levels of service (technical metrics) Quality Description or images that illustrate the different levels of road class pavement condition. 1. For paved roads in the municipality, the average PCI value. 2. For unpaved roads in the municipality, the average surface condition (e.g., excellent, good, fair or poor). Figure 3.13: O.Reg 588.17 Road Network Levels of Service Quality Requirement Pavement Condition Index (PCI) is a value that provides the general quality of a road by a measurement that is completed by a manual survey of the pavement. PCI tracks the deterioration of a road as the infrastructure ages, ensuring that it me ets road safety standards and the level of service that the corporation desires to provide. The average PCI rating for Clarington’s roads is broken down in Figure 3.14. Paved Road Type Length of Road (km) Average of PCI Rating HCB1 1.96 68.50 HCB2 4.33 41.20 HCB3 170.86 64.67 HCB4 267.71 63.27 LCB1 365.96 50.56 Total 810.82 58.92 Figure 3.14: Average PCI for Paved Roads The average PCI rating for Clarington’s paved roads indicates that the road network, as a whole, is within the fair condition level at 58.92. To improve the average PCI level, the Municipality of Clarington must focus on rehabilitation of the largest area of road types, LCB or high float roads. The 365.96 kilometres of road within the LCB cat egory currently has an average PCI of 50.56. The second lowest of Clarington’s paved road types would be the 4.33 kilometres of HCB2 roads that are nearing the poor condition category, with an average PCI of 41.20. In Clarington, unpaved roads are categorized into two types, gravel and earth. The majority of costs for these types of roads are operating costs and are largely focused on the maintenance of gravel roads. Clarington’s unpaved roads do not utilize a capital rehabilitation program. Grading, dragging, and gravel patching are performed annually to ensure the gravel roads maintain a positive condition level. Asset Management Plan 2022 | 56 Road Type Condition Levels Total Very Good Good Fair Poor Critical Earth 0.60 38.90 39.50 Gravel 24.16 13.12 15.62 9.17 2.85 64.92 Total Kilometres 24.16 13.12 15.62 9.77 41.75 104.42 Figure 3.15: Average Condition Ratings for Unpaved Roads in Kilometres The Municipality of Clarington currently manages 104.42 kilometres of gravel and earth roads. The gravel road infrastructure is favourable, with 81.48 percent of the inventory being in the very good to fair condition levels. In contrast, only 4.39 percent of the gravel road infrastructure are in the critical condition level and requires rehabilitation. The earth roads infrastructure condition level is within the critical area due to limited seasonal usage. These assets receive minimal to no maintenance and are utilized by a low number of our community. Asset Management Plan 2022 | 57 Figure 3.16: Map displaying Clarington’s Road Network connectivity by PCI Value Asset Management Plan 2022 | 58 Current Performance measures The average condition value of each road type will be used as a benchmark moving forward. This will be used to determine if road infrastructure condition ratings are improving or declining on average with each asset management plan update. The overall average condition rating of Clarington’s paved road network is 69.42. The physical condition assessment is provided within the bi-annual road statement of infrastructure. Figure 3.17: Average Condition by Road Type Road Type Road Type Length of Road (Metres) Average of Condition Rating Paved HCB1 820 50.00 HCB2 4,330 53.25 HCB3 164,280 75.33 HCB4 259,020 74.49 LCB1 365,960 53.23 Unpaved Gravel 64,480 56.23 Grand Total 858,890 Unpaved Roads Maintenance 2020 2019 2018 2017 2016 5 Year Average Total Operating Costs $366,268 $326,073 $311,036 $377,739 $395,469 Total Lane Km's of Unpaved Roads* 207 208 210 213 212 Annual Cost Per KM $1,769 $1,568 $1,481 $1,773 $1,865 $1,691 Figure 3.18: 5 Year Annual Average Operating costs for Unpaved Roads *Lane kilometres of Unpaved Roads from FIR Annual Schedules *Unpaved roads consist of gravel and earth roads. Paved Roads Maintenance 2020 2019 2018 2017 2016 5 Year Average Total Annual Operating Costs $2,105,248 $1,777,803 $1,821,056 $2,061,950 $1,657,458 Total Lane Km's of Paved Roads* 1,658 1,645 1,615 1,607 1,595 Annual Operating $1,270 $1,081 $1,128 $1,283 $1,039 $1,160 Asset Management Plan 2022 | 59 Cost Per Lane KM Figure 3: 19 Year Annual Average Operating costs for Paved Roads *Lane kilometres of paved Roads from FIR Annual Schedules *Paved Roads Include LCB (low -class bituminous) and HCB (high-class bituminous) surfaced roads 2020 2019 2018 2017 2016 5 Year Average Road Metre's Rehabilitated Annually 42,760 27,930 20,470 11,360 63,720 20,780 Figure 3.20: Paved Roads Rehabilitated 5 Year Average This metric provides the length of road Clarington has rehabilitated each of the last five years and the calculated average length of paved roads. This metric will allow us to determine if we are rehabilitating a greater number of roads each year to maintain our current service level. Since 2017, we have seen an increase each year with the length of road rehabilitated. This will connect directly with our avera ge condition rating values in Figure 3.17. Bridges & Culverts Current Level of Service As per O.Reg 588/17, this Asset Management Plan is built using the current level of service that the Municipality of Clarington is offering. The following tables identify the current level of service for Bridges & Culverts. These metrics include the community and technical level of service metrics that are required as part of O. Reg. 588/17. Additional information and metrics that are significant in achieving desired levels of service have also been included. Community Levels of Service The following table outlines the qualitative descriptions that determine the community levels of service provided by Bridges & Culverts. Service Attribute Qualitative Description Current Level of Service (2020) Scope Description of the traffic that is supported by municipal bridges (e.g., heavy transport vehicles, motor vehicles, emergency vehicles, pedestrians, cyclists) Bridges and structural culverts support the movement of motor vehicles, heavy transport vehicles, emergency vehicles, pedestrians, and cyclists throughout the City’s Road network bridges and structural culverts are a key component of the municipal transportation network. Currently, there are two bridge s with a load limit by-law. Asset Management Plan 2022 | 60 Service Attribute Qualitative Description Current Level of Service (2020) Quality Description or images of the condition of bridges and how this would affect the use of the bridges See the following images and descriptions of conditions below Quality Description or images of the condition of culverts and how this would affect use of the culverts See the following images and descriptions of conditions below Figure 3.21: qualitative descriptions for levels of service Condition Bridge Culvert Very Good >80 BCI The structure is functioning as intended. Very little to no deterioration. New or recent rehabilitation. Very low risk of failure. Low capital maintenance needs. Good 70 to 79.9 BCI Asset Management Plan 2022 | 61 Condition Bridge Culvert The structures are functioning as intended. No major maintenance is anticipated within the next five years. Some signs of deterioration. Low risk of failure. Some unplanned maintenance is required Fair 65 to 69.9 BCI The structures are functioning as intended. Additional signs of deterioration and minor distress observed. Maintenance will be required within the next five years to maintain functionality Level of Service may be affected. Some failures occur. Rehabilitation is possible Condition Bridge Culvert Poor 60 to 64.9 BCI Asset Management Plan 2022 | 62 Condition Bridge Culvert The structures are starting not to function as intended. Significant distress observed. Maintenance and some repairs are required within the next few years to restore functionality Failures will increasingly occur. Reduced ability to provide the service. Maintenance costs will likely increase. Rehabilitation may become impossible Critical < 60 The structures are not functioning as intended. Significant deterioration and major distress observed. Requires immediate attention. Assets have exceeded their service life and require careful monitoring and maintenance Figure 3.22: Clarington’s scale for bridge and culvert condition assessments. Table includes condition rating, condition grading, and the description of each specific condition category. Technical levels of service relate to the quality, quantity or capacity, reliability, environmental implications, availability, safety, and maintainability of the asset. They translate customer expectations and legislative requirements into technical objectives, performance measures, and targets. The primary service level is to maintain an adequate condition and load limits using the SPN as an indicator. Provincial legislation requires all bridges and culverts over 3.0 m span to be inspected under a professional engineer's direction every two years. Asset Management Plan 2022 | 63 Clarington’s practice is to inspect all structures 1.2 m span and larger, which includes 271 structures. Each year, half of the structures are examined, and a Municipal Structure Inventory and Inspection report is produced by our consultant. The Inspections are completed following the MTO Municipal Bridge Appraisal Manual, February 1992, the MTO Municipal Culvert Appraisal Manual, Aug ust 1993, and the Ontario Structure Inspection Manual 2000, Rev April 2008. This report describes the condition of each structure, maintenance needs, significant rehabilitation needs, and replacement needs and summarizes the overall condition and funding requirements. Clarington has developed a ten-year plan based on the data collected during the inspections, updated as part of the annual inspection reporting. We base the plan on two main performance measures, the bridge condition index (BCI), and the structure priority number (SPN). The ten-year plan is developed through an iterative process. The list of structures is sorted by highest SPN. We then review the list to remove any structures under another agency’s jurisdiction, such as the railways or the province. We also remove structures that will be addressed through another process, such as reconstruction for development or the Highway 407 extension. The remaining structures are selected to fit within the projected budget in the forecast. We include structures that need to be replaced as well as repair work to extend the life of the structures. Each structure inspection sheet is briefly reviewed to determine if the structure should be moved up in the program to make repairs that will extend the life of the structure or moved down the list because the repair costs are so high it would be more cost effective to wait until the structure needs to be replaced. We also review our road improvement program to coordinate structure repairs with road repairs Condition measures are used to determine the current health and state of the Municipal Bridges and Culverts and help drive decisions relating to asset manag ement, maintenance, rehabilitation, and replacement to improve condition s when required. Below is a table that outlines the current level of service for the specified attribute. Many legislative and regulatory requirements directly influence levels of ser vice. Due to the critical nature of the bridge and culvert structures, the Municipality's adherence to various legislative requirements is essential to ensure the structures are safe. The following standards and regulations must be adhered to: Ontario Regulation 104/97 Provincial legislation requires all bridges and culverts over 3.0 m span to be inspected under a professional engineer's direction every two years. The inspections are completed in accordance with the MTO Municipal Bridge Appraisal Manual, February 1992, and the MTO Municipal Culvert Appraisal Manual, Aug ust 1993, and the Ontario Structure Inspection Manual 2000, Rev April 2008. Ontario Regulation 239/02 Asset Management Plan 2022 | 64 Provides rules and Minimum Maintenance Standards relating to bridge deck spalls and surface discontinuity. CSA S6-19 This Code is based on limit states design principles and defines design loadings, load combinations and load factors, criteria for earthquake resistant design, and detailed design criteria for the various materials. Accessibility for Ontarians with Disabilities Act (AODA) is an Ontario law mandating that organizations must follow standards to become more accessible to people with disabilities. Highway Traffic Act, Section 123 Provides regulations limiting weight on bridges. O Reg 103/97 Contains standards to determine allowable gross vehicle weight for bridges Current Performance measures Service Attribute Qualitative Description 2019 2020 Trend Scope Percentage of bridges in the municipality with loading or dimensional restrictions* 2.02 % 2.02% Quality For bridges in the municipality, the average bridge condition index value. 71.13 72.53 Quality For culverts in the municipality, the average bridge condition index value. 70.59 70.87 Quality For pedestrian bridges in the municipality, the average bridge condition index value. 80.03 77.56 Quality For bridges in the municipality, the average SPN 27.35 27.32 Quality For culverts in the municipality, the average SPN 30.4 30.32 Quality For pedestrian bridges in the municipality, the average SPN 24.27 25.65 Figure 3.23: The calculated performance measures for bridge and culvert assets. Asset Management Plan 2022 | 65 Asset Management Plan 2022 | 66 Lifecycle Management Strategy Storm Water Management Lifecycle Activities Storm sewer infrastructure in Clarington undergoes regular asset management activities that enable the assets to provide the current levels of service sustainably, while managing risk at the lowest lifecycle cost. The condition and performance of all storm sewer assets deteriorate over time. Due to the long useful life of these assets, the deterioration period is gradual and dependent on many various factors and characteristics. These factors may include an asset’s location, utilization, maintenance history and environment. Clarington has ensured programs are in place so that storm sewer infrastructure is monitored to track the deterioration over time and identify when proactive and reactive maintenance is required as well as repair and replacement requirements. Storm Water Conduit Maintenance Activities: Inspections Storm sewer conduit should continue to include an annual maintenance program employing CCTV inspections and pipe flushing. This maintenance a ctivity is typically performed around year 40 and closer to the end of the asset’s life. The approach of inspecting the pipe around year 40 is to identify any issues that may be starting to occur halfway through the asset’s lifecycle. Typically, the inspections align with the road network reconstruction programs. Coordinating these two projects ultimately leads to lower total project costs since pipe rehabilitation or replacement can occur when the road is being replaced. It is recommended conduit be inspected and flushed up to three times throughout its lifecycle. This ensures any sewer repair or replacement needs are identified. The first inspection is typically performed before assuming the asset to confirm it has been installed as designed. This initial inspection would not require flushing maintenance and Asset Management Plan 2022 | 67 is not included in the lifecycle costing schedule since it occurs before asset ownership by the Municipality. Clarington has been performing CCTV inspections on its c onduit since 2010. The Public Works Department has kept maintenance records for all the locations inspected and uses the video from these inspections to help prioritize reconstruction projects in the five-year capital budget program. Although inspections have been occurring for over a decade, Clarington has built up a backlog of inspections based on the pipe's age alone. This backlog is due to budget constraints and a significant amount of infrastructure built throughout the 1950s and 1960s. The backlog of events has been included in the 2021 forecasted operating requirement and will continue to roll forward until inspections are caught up to current lifecycle requirements. Replacement: This asset management plan focuses on replacing storm water conduits at the end of their useful life through the capital replacement program. There is a backlog of replacements shown in the 2021 capital forecast due to the age of the infrastructure constructed in 1950-1960s. Although the assets were given an estimated useful life of 40 years, it has become evident that much of the infrastructure has held up to current levels of service beyond that estimated time frame through the CCTV inspection program. Most of the backlogged end-of-life assets are scheduled to be replaced through various road reconstruction contracts within the next five -year capital cycle. Once these assets have been replaced there are minimal capital replacement needs over the next 15 to 20 years. With future needs being so minimal, an affordable budget approach to gradually work towards decreasing the backlog has been implemented. This approach works considering service levels have not been lost. If the levels of service Clarington provides begin to deteriorate, the replacement of these assets will need to be prioritized at an increased pace. Storm Water Structure Maintenance Activities: Clarington currently performs lifecycle activities on two types of storm water structures. These structures are curb and gutter catch basins and maintenance holes. Inlets, outlets, outfalls, oil grit separators, and catch basins located off the roadways such as in parks or rear yards do not have current lifecycle activities. The Public Works Department will continue to monitor these structures and work towards implementing required maintenance activities if a time comes when these assets begin to no longer provide the expected level of service. Inspections Like stormwater conduit, the maintenance holes and catch basins are CCTV inspected. Given that the estimated useful life of these structures is identical to the conduit, the inspection schedule is also aligned. When the conduit on a particular roadway is Asset Management Plan 2022 | 68 scheduled to be inspected, the maintenance holes and catch basins included in that system will likely be inspected as well. Resetting Maintenance holes and catch basins receive adjustments and resetting throughout the asset lifecycles as structures age, water flow, traffic, and frost help to deteriorate the concrete. These factors can vary widely by location, making the prediction of a maintenance schedule for this activity challenging. Although not always the case, often these structures need to be adjusted when the road surface is shaved and repaved ; therefore, it was decided to align this activity with the road network pavement work requirements. Due to the size of the inventory of these assets Clarington does not have the resources to inspect every one of these structures annually. The process currently is to rely on public complaints and road patrol crews to identify locations where there are issues. Those locations are then inspected by Public Works staff, and if warranted, they are added to an annual tender for repair. A backlog for this maintenance activity exists from prior years. This is partially due to an incomplete database of pre-existing maintenance. The last three years of resetting work was reviewed, and those locations were removed from the backlog or 10 -year forecast. Other assets likely exist within the forecast or backlog that may have been reset in the last 10 to 20 years. Due to the unpredictability of when the activity may occur, if at all Asset Management Plan 2022 | 69 and lack of prior maintenance activity data, the forecast for this specific event is likely marginally inflated. Street Sweeping Clarington currently performs street sweeping activities a minimum of twice per year. Activities focus on urban areas where some streets may be swept more frequently if necessary. This activity usually takes place in the spring and fall months. During the spring, sweeping removes sand and salt from the roadways before it enters the basins and, eventually the storm system. In the fall, it helps to remove the accumulation of leaf debris from the curb and gutters. In the past Clarington was able to perform street sweeping activities with little cost. Clarington owns and operates its street sweeper truck and does not have to contract this service. Aside from employee wages and fuel, there are minimal operating costs associated with this maintenance activity. New provincial legislation will be implemented in 2022 for the safe removal and disposal of street sweeping sediment. This change in legislation will require Clarington to contract out the disposal of sweepings. It has been estimated this service will cost approximately $650,000 annually. Once the service has been contracted and performed Clarington will be able better to define the actual activity cost for this event. Forecasts and projections will be refined in future asset management plans once actual costs are established. Asset Management Plan 2022 | 70 Basin Cleaning & Disposal Curb and gutter catch basins are cleaned every three years on a rotating schedule. This service is contracted out and entails removing and disposing of debris and buildup in the basins. This service is vital to ensuring the debris that makes its way into the catch basins does not have a chance to build up. Buildup can result in flooding and can make its way into the stormwater management ponds. It can have environmental impacts and lead to sediment accumulation resulting in pre-mature pond cleanouts. Replacement This asset management plan replaces stormwater structures through the capital replacement program at the end of their useful life. Historically structures have been built using concrete and have stood up to estimated life expectancies as anticipated. No replacement backlog exists for our storm structures, leading to a limited capital replacement requirement over the next ten years. Although the capital requirement does not identify the need for s ignificant replacement within the ten-year plan, some assets will likely be replaced before the end of useful life occurs to coincide with the conduit and road network replacement schedules. This will provide a cost-benefit and avoid unaligned reconstructi on work in the future. Storm Water Wet / Dry Pond Maintenance Activities: In 2011, the Municipality of Clarington retained AECOM to assess the functionality and identify maintenance needs for stormwater ponds. AECOM developed a long -term maintenance needs plan for all the storm water facilities owned and operated by the Municipality at that time. Based on the results of the study and field assessment, the Municipality has been able to successfully implement several initiatives to maintain and remediate our stormwater facilities to ensure each one continues to function as it was intended. Asset Management Plan 2022 | 71 Inspection Since receiving the finalized report from AECOM in 2013, the Municipality has implemented a comprehensive annual inspection program on each storm water facility assumed by the Municipality. This annual program, which is performed by Public Works staff, ensures deficiencies are identified, issues are corrected, and routine maintenance requirements are completed. • Various attributes that make up the storm water management facilities are inspected annually. Some of these include: • Forebays • Forebay Berms • Inlet/Outlets • Slope Conditions • Erosion Control Features • Vegetation Growth • Sediment Accumulation Inspection reports are completed by staff and assessed condition ratings are assigned to each asset and uploaded into the asset management software. The condition reports are used by staff to coordinate the required minor and major maintenance activities at each facility. Minor Maintenance This maintenance work is identified through the inspection reports and is scheduled at each facility at least once annually. Minor maintenance may include activities such as grass cutting and litter and debris removal from the facilities ' inlets and outlets. These activities are performed by Clarington Public Works staff with no contracted lifecycle event cost associated. Asset Management Plan 2022 | 72 Major Maintenance Additional maintenance works recommended to be completed every five years include aquatic terrestrial vegetation maintenance, erosion restoration and structural repairs. In most cases, these activities are also performed by Clarington Public Works staff. This Asset Management Plan identifies no contracted cost associated with this lifecycle event. However, on rare occasions, a vendor may be contracted to perform work outside the skillset of Municipal staff. Sediment Quantity Monitoring Survey Sediment monitoring surveys should be completed every five years, especially in the years following the assumption of the facility from the developer. Once catchment areas have been established and lifecycle activities on the catch basins in those catchment areas have been implemented, the monitoring should be use d to establish sediment load rates. These load rates can be used to predict future cleanout and sediment removal works. The Municipality should establish standard sediment quantity monitoring Asset Management Plan 2022 | 73 and reporting procedures to ensure consistent results each year. Currently, Clarington contracts out this activity to a consulting firm. Clarington has only been performing sediment monitoring on facilities where visual inspections have identified sediment accumulation. These surveys are then used to prioritize pond cleanout work. It is recommended that Clarington enhance the frequency of sediment monitoring to provide the Municipality with a comprehensive understanding of current pond functionality to ensure an adequate level of service continues to be met. This Plan incorporates a scheduled life event for sediment quality monitoring every five years for wet and dry ponds. Due to past practice, there remains a backlog of surveys not performed within the past five years. This backlog is identified in the 2021 budget year and will continue to roll forward until the associated facilities have completed quantity monitoring surveys. Sediment Cleanout & Removal As per the report provided by AECOM, sediment cleanout and removal for both wet and dry stormwater ponds is recommended every 10 to 20 years. Schedules for each pond can vary based on facility storage volume s and the size of the catchment areas. This asset management plan estimates a lifecycle cleanout activity every 15 years for wet ponds and every 20 years for dry ponds. It is challenging to estimate the approximate cost of cleaning out each pond. Cost can vary significantly based on the amount of sediment present, the size of the facility, access to the facility, and the method used to clean the facility. AECOM’s re port estimated an approximate cost of $250,000 per pond. That amount has been inflated to current pricing and used as an estimate for all Clarington’s wet ponds. It was determined dry ponds would likely cost 25 percent less to clean. The reduced pricing structure was used for all of Clarington’s dry pond facilities. Asset Management Plan 2022 | 74 The maintenance costs for pond cleanouts are currently budgeted through Clarington’s capital works program rather than the annual operating budget due to fluctuating costs and length of time to complete. This helps Clarington save for projects that may require more than one budget year to finance and allows for unexpended funds from one cleanout to be available for the next pond cleanout. The Plan shows these activities as operating requirements, even though Clarington budgets the activity as a capital requirement. The wet and dry pond inventory includes a backlog of ponds that require cleanouts. Th e significant operating requirement shows this for 2021. Once Clarington can reduce the current backlog, stormwater pond cleanouts will become financially manageable over the next ten years. Clarington is working towards completing a stormwater master maintenance plan which will help prioritize pond cleanou t schedules and get the stormwater pond lifecycle event activities back on a consistent schedule. Replacement This asset management plan replaces stormwater ponds at the end of the asset’s useful life through the capital replacement program. Storm water ponds are relatively new and are expected to have long useful lives. Clarington does not have a storm water pond scheduled for replacement until approximately 2063. A sizable portion of the storm water management facilities’ construction costs originates from excavating the original basin. It is estimated that replacement costs will be 30 percent less than those of the initial expenditure. All storm water assets detailed lifecycle events, event costs, event impact and approximate asset age of scheduled event can be reviewed in Appendix 4. Asset Management Plan 2022 | 75 Full Lifecycle Costs The following graphs forecast long-term operating and capital requirements for Clarington’s stormwater assets. Lifecycle events in year one includes all backlogged events, and each year after that includes scheduled events at 2 percent inflation of the 2020 lifecycle event cost. $53,000 $0.00 $20,000.00 $40,000.00 $60,000.00 $80,000.00 $100,000.00 $120,000.00 $140,000.00 $160,000.00 $180,000.00 $200,000.00 $220,000.00 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Forecasted Storm water Conduit 10-Year Operating Requirements Figure 4.1: Forecasted 10-year operating requirements for conduit • Excluding the backlog, operating requirements between 2021 -2028 average $16,000. • In the 1990s a large amount of assets were constructed and assumed. This is evident in 2029-2030, where operating requirements escalate significantly. • To decrease the backlogged inspections and adequately account for the expanded requirements in nine to ten years, an annual operating requirement of approximately $53,000 is suggested to maintain the current level of service Clarington is providing. Asset Management Plan 2022 | 76 $104,000 $0.00 $50,000.00 $100,000.00 $150,000.00 $200,000.00 $250,000.00 $300,000.00 $350,000.00 $400,000.00 $450,000.00 $500,000.00 $550,000.00 $600,000.00 $650,000.00 $700,000.00 $750,000.00 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Forecasted Storm water Conduit 10-Year Capital Requirements Figure 4.2: Forecasted 10-year capital requirements for conduit • Concrete storm sewer assets are still relatively new , with an average inventory age of 22 years. The young age means very few concrete conduits will reach the end of life within ten years. • Over the next five to ten years, the capital program will focus on replacing the end-of-life non-concrete infrastructure and urbanizing roadways that don’t have the pre-existing infrastructure to service Clarington’s expanding population. • To decrease the backlog and replace all additional end -of-life assets over the next ten years, an annual capital requirement of approximately $104,000 is suggested to maintain Clarington's current level of service. • Capital replacement requirements identified in this graph are solely the costs required to replace the existing asset. They do not include any consulting and design costs, or costs associated with digging up the roadway infrastructure. These costs are incorporated with the road network replacement r equirements. Asset Management Plan 2022 | 77 $1,554,000 $0.00 $200,000.00 $400,000.00 $600,000.00 $800,000.00 $1,000,000.00 $1,200,000.00 $1,400,000.00 $1,600,000.00 $1,800,000.00 $2,000,000.00 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Forecasted Storm water Structures 10-Year Operating Requirements Figure 4.3: Forecasted 10-year operating requirements for structures • New regulations for street sweeping sediment disposal come into effect in 2022, creating an estimated $650,000 annual budget increase. • It is possible further budget increases can be expected in the ten-year plan if it is decided structures currently not being maintained with regular maintenance activities begin scheduled lifecycle events. • To decrease backlogged maintenance and to properly account for new regulations, an annual operating requirement of approximately $1,554,000 is suggested to maintain the current level of service Clarington is providing. $1,525 $0.00 $2,000.00 $4,000.00 $6,000.00 $8,000.00 $10,000.00 $12,000.00 $14,000.00 $16,000.00 $18,000.00 $20,000.00 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Storm water Structures Forecasted 10-Year Capital Requirements Asset Management Plan 2022 | 78 Figure 4.4: Forecasted 10-year capital requirements for structures • Concrete storm sewer assets are still relatively new , with an average inventory age of 22 years. This relatively young age means very few structures will reach the end of life within ten years. • Over the next five to ten years, the capital program will include replacing ageing infrastructure on roadways being reconstructed and urbanizing roadways that don’t have the pre-existing infrastructure to service Clarington’s expanding population. • To replace all the end-of-life assets over the next ten years, an annual capital requirement of approximately $1,525 is suggested to maintain the current level of service Clarington is providing. • Capital replacement requirements identified in this graph are solely the costs required to replace the existing asset. They do not include any consulting and design costs, or costs associated with digging up the roadway infrastructure. These costs are incorporated with the road network replacement requirements. $582,000 $0.00 $200,000.00 $400,000.00 $600,000.00 $800,000.00 $1,000,000.00 $1,200,000.00 $1,400,000.00 $1,600,000.00 $1,800,000.00 $2,000,000.00 $2,200,000.00 $2,400,000.00 $2,600,000.00 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Forecasted Storm water Ponds 10-Year Operating Requirements Figure 4.5: Forecasted 10-year capital operating for storm water ponds • Excluding the backlog, operating requirements between 2021 to 2030 average $325,000 annually. • In the early 1990s a large number of assets were constructed and assumed. This construction has led to several ponds requiring cleanouts all at once. To mitigate budget impacts, Clarington has prioritized ponds by condition and risk to work towards decreasing the backlog of cleanout events. Asset Management Plan 2022 | 79 • To decrease the backlogged cleanouts and sediment surveys , an annual operating requirement of approximately $582,000 is suggested to provide the level of service expected from storm water management facilities. • No capital end-of-life replacements for storm water management facilities are anticipated within the 10-year forecast. Risks Associated with Lifecycle Options All the lifecycle costing options reviewed and analyzed for conduits, structures and storm ponds will continue to be required for Clarington to maintain current levels of service. It is recommended that budget shortfalls be reviewed so backlogs can be addressed to avoid further deterioration of some aging infrastructure. Stormwater infrastructure is deemed to have significant useful lives. Many of these assets are not visible to the public eye, which not only makes issues more difficult to identify it can leave certain lifecycle activities overlooked. It is essential that Clarington follows through with its planned maintenance master plan and continues to improve inspection monitoring capabilities, scheduling of events and following through with all anticipated and required maintenance. The Municipality must ensure it maximizes the maintenance budgets allotted by Council annually. Although there are few short-term capital replacement needs for storm sewer infrastructure, eventually, several assets will require replacement in and around the same time. Clarington should work towards future planning of these needs to mitigate infrastructure gaps and substantial increases to the capital budget over a short period. The deterioration of stormwater infrastructure can lead to various risks if not maintained to its original functions. These risks can include the following: • Potential liability issues • Emergency repairs • Non-compliance with Ministry of the Environment Certificates of approval or compliance approvals • Reduced aids in public health • Increased risk of flooding • Environmental contaminations Roads Lifecycle Activities Clarington’s asset management plan provides detailed lifecycles for all road infrastructure managed and owned by the Corporation. Lifecycle events are Asset Management Plan 2022 | 80 categorized into four treatment levels, prevention, restoration, rehabilitation, and replacement. Each treatment level includes events for road infrastructure to operate efficiently as possible. The lifecycle breakdown for each road type is provided in Appendix A. Preventative Treatments Preventative lifecycle events are processes used to decrease the amount of deterioration within a road. The preferred timing to complete these events is determined by timing and road condition assessments. There are three types of events that Clarington currently utilizes as preventative activities for roadways. Crack sealing is the placement of a sealant material into cracks of an existing pavement surface to prevent excess water and moisture from penetrating the asphalt. This sealing is a preventative measure to keep the road from deteriorating further. Crack sealing can be done as a stand-alone treatment or in conjunction with other treatments. Crack sealing is performed on all high-class bituminous roads once the physical condition value reaches 88 percent. Once completed, this treatment maintains the current condition rating for two years. Micro-surfacing and slurry seal is a thin layer (3/8”) applied to an existing paved surface. Two layers can also be applied. This treatment adds a tough wearing coat to the existing pavement. This treatment intends to seal and protect the existing pavement and provide a new wearing course. This treatment does not add strength to the pavement structure. Crack sealing is applied to the pavement before this event. For micro- surfacing, some of the cast-iron structures in the street will be adjusted to final grade before application if deemed necessary. Minor pothole patching and other pavement repairs are done before the application of this treatment. Micro-surfacing is performed on high-class bituminous roads once the physical condition value reaches 77 percent. Once completed, this treatment maintains the current condition rating for three years. Restorative Treatments The focus of these events is to provide corrective processes that improve the current quality of the road to a predetermined rating. Mill and overlay treatment removes the deteriorating wearing surface and leaves the substructure intact. The existing pavement has 0.5 to 2 inches of the surface ground off. All of the cast iron structures (manholes, catch basins water and gas gates) will be reset to meet the new pavement elevation. A bonding agent is sprayed on the pavement, and approximately 1.5 to 2 inches of new pavement is installed. All of the cast-iron structures are adjusted to the final grade before application. Minor pothole patching and other pavement repairs are done before this treatment. This treatment adds strength to the road surface. This process is performed on high-class bituminous Asset Management Plan 2022 | 81 roads once the physical condition value reaches 64 percent. Once the mill and overlay are completed the condition rating increases by 27 condition points. Rehabilitative Treatment Rehabilitative treatments are processes that improve the road to like-new conditions. These treatments are planned principally by road condi tion, although other factors such as roadside environment, traffic requirements, and age can be additional decision factors. Major rehabilitation procedures are planned for all high -bituminous class roads when the condition rating reaches 46. This treatment replaces the entire wearing surface and returns the surface's physical condition to 100. Reconstruction / Replacement This treatment is intended for a roadway that has outlived its useful life. Reconstruction/replacement is considered to be the most aggressive resurfacing treatment. The entire pavement structure is completely pulverized to a depth of 14” to 20”. Most of the pulverized material is reused as a sub-base for asphalt paving. Additional material may be required to be blended in the sub-base to meet specifications. After the sub-base is installed, a minimum of 4” of asphalt is installed in multiple layers. Lifecycle Events Per Road Type Due to the wide range of road types that are found in our community, different lifecycle maps are providing the events for each road type. Asset Management Plan 2022 | 82 Road Class HCB-1 AADT > 20,000 (assume 10% commercial), assumes 210mm asphalt Lifecycle Event Cost per lane km "Physical Condition" Rating Effect Approx. Lifecycle Year Crack Sealing $ 2,419 88 Holds condition for 2 years 4 Micro Surfacing 34,297 77 Holds condition for 3 years 9 Rural Overlay / Grind Urban Overlay 529,934 64 Increase Physical Condition by 27 15 Crack Sealing 2,419 88 Holds condition for 2 years 16 Micro Surfacing 34,297 77 Holds condition for 3 years 21 Rural Overlay 2 Lifts / Major Urban Rehab 892,235 46 Increase Physical Condition to 100 33 Crack Sealing 2,419 88 Holds condition for 2 years 37 Micro Surfacing 34,297 77 Holds condition for 3 years 42 Rural Overlay / Grind Urban Overlay 529,934 64 Increase Physical Condition by 27 48 Crack Sealing 2,419 88 Holds condition for 2 years 49 Micro Surfacing 34,297 77 Holds condition for 3 years 54 Rural Overlay 2 Lifts / Major Urban Rehab 892,235 46 Increase Physical Condition to 100 66 Crack Sealing 2,419 88 Holds condition for 2 years 67 Micro Surfacing 34,297 77 Holds condition for 3 years 72 Full Reconstruction 2,507,462 33 Increase PCI to 100 89 Figure 4.6: Lifecycle events for road class HCB-1 Asset Management Plan 2022 | 83 Road Class HCB-2 AADT > 10,000 < 20,000 (assume 10% commercial), assumes 170mm asphalt Lifecycle Event Cost per lane km "Physical Condition " Rating Effect Approx. Lifecycle Year Crack Sealing $ 2,419 88 Holds condition for 2 years 5 Micro Surfacing 34,297 77 Holds condition for 3 years 10 Rural Overlay / Grind Urban Overlay 529,934 64 Increase Physical Condition by 27 17 Crack Sealing 2,419 88 Holds condition for 2 years 18 Micro Surfacing 34,297 77 Holds condition for 3 years 23 Rural Overlay 2 Lifts / Major Urban Rehab 892,235 46 Increase Physical Condition to 100 37 Crack Sealing 2,419 88 Holds condition for 2 years 42 Micro Surfacing 34,297 77 Holds condition for 3 years 47 Rural Overlay / Grind Urban Overlay 529,934 64 Increase Physical Condition by 27 54 Crack Sealing 2,419 88 Holds condition for 2 years 55 Micro Surfacing 34,297 77 Holds condition for 3 years 60 Rural Overlay / Grind Urban Overlay 529,934 64 Increase Physical Condition by 27 67 Crack Sealing 2,419 88 Holds condition for 2 years 68 Micro Surfacing 34,297 77 Holds condition for 3 years 73 Full Reconstruction 2,507,462 33 Increase PCI to 100 89 Figure 4.7: Lifecycle events for road class HCB-2 Asset Management Plan 2022 | 84 Road Class HCB-3 AADT > 1,000 < 10,000 (assume 10% commercial), assumes 130mm asphalt Lifecycle Event Cost/lane-km "Physical Condition" Rating Effect Approx. Lifecycle Year Crack Sealing $ 2,419 88 Holds condition for 2 years 7 Micro Surfacing 34,297 77 Holds condition for 3 years 13 Rural Overlay / Grind Urban Overlay 529,934 64 Increase Physical Condition by 27 21 Crack Sealing 2,419 88 Holds condition for 2 years 22 Micro Surfacing 34,297 77 Holds condition for 3 years 28 Rural Overlay 2 Lifts / Major Urban Rehab 892,235 46 Increase Physical Condition to 100 43 Crack Sealing 2,419 88 Holds condition for 2 years 50 Micro Surfacing 34,297 77 Holds condition for 3 years 56 Rural Overlay / Grind Urban Overlay 529,934 64 Increase Physical Condition by 27 64 Crack Sealing 2,419 88 Holds condition for 2 years 65 Micro Surfacing 34,297 77 Holds condition for 3 years 71 Full Reconstruction 2,507,462 33 Increase PCI to 100 94 Figure 4.8: Lifecycle events for road class HCB-3 Road Class HCB-4 AADT < 1,000 (assume 5% commercial), assumes 90mm asphalt Lifecycle Event Cost/lane- km "Physical Condition" Rating Effect Approx. Lifecycle Year Crack Sealing $ 2,419 88 Holds condition for 2 years 11 Single Coat Slurry Seal 24,872 77 Holds condition for 3 years 18 Rural Overlay / Grind Urban Overlay 529,934 64 Increase Physical Condition by 27 26 Crack Sealing 2,419 88 Holds condition for 2 years 28 Single Coat Slurry Seal 24,872 77 Holds condition for 3 years 35 Rural Overlay 2 Lifts / Major Urban Rehab 892,235 46 Increase Physical Condition to 100 50 Crack Sealing 2,419 88 Holds condition for 2 years 61 Single Coat Slurry Seal 24,872 77 Holds condition for 3 years 68 Full Reconstruction 2,507,462 31 Increase PCI to 100 89 Figure 4.9: Lifecycle events for road class HCB-4 Asset Management Plan 2022 | 85 Road Class LCB AADT = All Lifecycle Event Cost/lane- km "Physical Condition" Rating Effect Approx. Lifecycle Year Slurry Seal Surface Treatment $11,025 97 Extend the Useful life by 5 years 1 Double Surface Treatment Resurfacing 42,000 20 Increase Physical Condition to 100 15 Slurry Seal Surface Treatment 11,025 97 Extend the Useful life by 5 years 16 Double Surface Treatment Resurfacing 42,000 20 Increase Physical Condition to 100 30 Slurry Seal Surface Treatment 11,025 97 Extend the Useful life by 5 years 31 Double Surface Treatment Resurfacing 42,000 20 Increase Physical Condition to 100 45 Figure 4.10: Lifecycle events for road class LCB Asset Management Plan 2022 | 86 Full Lifecycle Costs The average annual operating investment required to meet the forecasted costs over the next ten years is $1.21 million. The costs in this chart are solely based on road pavement preservation requirements and do not include costs that are not directly associated with the lifecycle events of Clarington’s paved road infrastructure. Costs included in these events include crack sealing and slurry seal. Roads Network 10 Year Financial Requirement $1,214,554 $0.00 $500,000.00 $1,000,000.00 $1,500,000.00 $2,000,000.00 $2,500,000.00 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Road Network Forecasted Operating 10-Year Financial Requirement Figure 4.11: Road Network 10 Year Operating Financial Requirements The ten-year estimated capital investment required for road infrastructure. The average annual capital investment required to meet the forecasted costs is $21.24 million. Our CityWide asset management software has provided the capital requirement estimates following the condition assessments provided from the 2019 Roads Statement of Infrastructure. Costs in the capital forecast estimate include restorative, rehabilitative and replacement road segment projections. Asset Management Plan 2022 | 87 $21,241,169 $0.00 $10,000,000.00 $20,000,000.00 $30,000,000.00 $40,000,000.00 $50,000,000.00 $60,000,000.00 $70,000,000.00 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Road Network Forecasted Capital 10-Year Financial Requirement Figure 4.12: Road Network 10 Year Operating Financial Requirements Risks Associated with Lifecycle Options Clarington completes road assessments every two years as part of a statement of infrastructure evaluation to ensure that road conditions and performance are adequate. This process ensures that roads requiring improvements at earlier intervals can be adjusted. To mitigate risk of failure within Clarington’s road network, it is essential to ensure scheduled treatments are completed at their required intervals. If treatments are delayed or removed, this will substantially increase the pavement deterioration , increasing the required work and costs of projects. In addition to the increased cost, the inherent risk of road failure will see a drastic elevation. In cases when preventative treatments are removed, the life expectancy of a road will decrease rapidl y. This will cause the requirement of substantial rehabilitation or reconstruction projects and will bring increased investment in road infrastructure earlier than planned. The deterioration of road infrastructure can lead to various risks if not maintained to its original functions. These risks can include the following: • Increase in liability issues • Emergency repairs • Non-compliance with Ministry of Transportation Standards • Reduced aids in public health • Decreased safety for road users Clarington will strive towards future planning of these needs to mitigate infrastructure gaps and substantial increases to the capital budget at one time. The Municipality of Clarington is also committed to best practices in asset management and sustainability for road infrastructure. Asset Management Plan 2022 | 88 The projected investment requirements contain the lifecycle events that are essential for the current level of service to be maintained. These lifecycle events are detrimental to the quality of the road network. They are instituted at specific lifecycle points to ensure the lowest costs are achieved while meeting the current service quality. In cases when planned treatments are removed, there will be long-range implications with regard to future budget requirements. Roadways will require substantially increased preservation activities at elevated lifecycle timeframes, causing more significant strain on future budgets. Completing lifecycle events at the estimated timeframe will minimize pavement preservation costs and continue to maintain the current service level provided for our road network. Bridges & Culverts Lifecycle Activities Bridges and culverts undergo regular asset management activities to ensure the asset s perform at desired service levels while managing risk at the lowest life cycle cost. Lifecycle activities include maintenance and other interventions undertaken to sustain asset integrity and service levels and occur over the life of an asset. Over time, these costs can outweigh the initial cost of the asset. The lifecycle management strategy helps plan these maintenance costs over a forecast period. Age alone is not an accurate indicator of an asset’s position in its lifecycle. Bridge and culvert maintenance requirements, rehabilitation and replacements are generally based on observed condition and age along with the inspection recommendations. Condition assessments play a key role in lifecycle analysis. Assets will deteriorate faster or slower than expected depending on whether the asset is maintained. The condit ion assessment information provides a more accurate indication of lifecycle needs. From an asset management perspective, maintenance solutions include regularly scheduled costs to inspect or maintain assets. Lifecycle costing for bridges and culverts is comprised of the following costs over an asset’s useful life: • Acquisition or Construction • Maintenance and Inspections • Rehabilitation • Replacement or Removal Asset Management Plan 2022 | 89 Inspections Every year GHD submits an Inventory and Inspection report relating to half of the bridge and culverts within the Municipality of Clarington. Structures are reviewed in accordance with the Municipal Bridge Appraisal Manual and Municipal Culvert Appraisal Manual. The GHD annual inspection reports update a ten-year forecast for recommended maintenance, rehabilitation, and replacement of our structures. The annual recommendations are based on several factors such as budget, traffic, condition, detour length, surrounding projects etc. The GHD Municipal Structure Inventory and Inspection Report includes lifecycle costing, the total value required to maintain the current level of service and a recommended annual budget. Minor Rehabilitation & Repairs Bridges and culverts can be maintained by performing minor rehabilitation when required. Examples of minor rehabilitation works typically include the replacement of bridge bearings, resurfacing, replacement of waterproofing, concrete sealing, patching, replacement of expansion joints, curb repairs, sidewalk repairs, replacement of handrails and restoration of embankments. Major Rehabilitation & Repairs Bridges and culverts can be maintained by performing major rehabilitation when required. Major rehabilitations typically involve more extensive work such as concrete overlays on decks or deck replacements, replacement of bridge barriers, resurfacing of substructure components, recoating structural steel, installation of beams, and construction of new walls. Replacement or Removal There are circumstances when the most cost-effective option is to replace or remove the asset. This happens when the asset no longer benefits from the repair or rehab performed, and the frequency of failures and associate d risks increase to an unacceptable level. On occasion, bridge s or culverts may be removed and disposed of. Disposal costs should be considered in the lifecycle costs for these circumstances. The table below outlines the # of bridge and culvert assets that require repair, rehabilitation, removal, or replacement. Rehabilitation Required Number of Assets Bridge Major Rehabilitation 9 Bridge Minor Repair 61 Bridge Removal 1 Bridge Replacement 4 Culvert Minor Repair 58 Culvert Replacement 34 Figure 4.13: Number of assets requiring rehabilitation Asset Management Plan 2022 | 90 Bridges and culverts must be inspected, and that preventative maintenance should be performed to ensure assets are performing at desired service levels and to identify existing problems before failure occurs. The table below shows the value of required repair, rehabilitation, replacement, or removal amount by type. Improvement Desc Bridge Culvert Pedestrian Bridge Grand Total Bridge Major Rehab $2,813,000 $0 $0 $2,813,000 Bridge Minor Repair 3,695,000 0 190,000 3,885,000 Bridge Removal 155,000 0 0 155,000 Bridge Replacement 2,881,000 0 0 2,881,000 Culvert Major Rehab 0 0 0 0 Culvert Minor Repair 0 3,253,000 0 3,253,000 Culvert Replacement 0 12,762,000 0 12,762,000 Total $9,544,000 $16,015,000 $190,000 $25,749,000 Figure 4.14: Estimated cost of maintenance Bridges and Culverts can be restored to the desired condition and an acceptable service level. As a result, their useful life can be extended through planned rehabilitation actions. This is often more cost-effective than letting an asset reach its end of life. It is essential to consider whether it is more economical to repair or replace the asset, given the expected frequency of future repairs. Preventative maintenance is significant in planning to optimize the use of available resources and increase the asset's lifespan and reliability. Maintenance is scheduled on an as-needed basis due to the biannual inspections. Suspected performance deficiencies include pedestrian/vehicular hazards, rough-riding surface, undermining of foundation, continuing movements, load-carrying capacity and unstable embankments. Full Lifecycle Costs The estimated financial requirements are based on the GHD inspection recommendations and include the cost to complete all associated rehabilitation, repair, replacement, and removal costs. The graphs identify an annual average that should be allocated to each asset type over the next ten-years to fulfill current lifecycle requirements and maintain the level of service currently being provided. Asset Management Plan 2022 | 91 $963,000 $0 $200,000 $400,000 $600,000 $800,000 $1,000,000 $1,200,000 $1,400,000 $1,600,000 $1,800,000 $2,000,000 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 BRIDGE FORECASTED 10-YEAR FINANCIAL REQUIREMENT Figure 4.15: 10-year forecast for bridge requirements For Bridge assets, the average amount to be allocated per year to fund the forecasted lifecycle costs for the next ten years totals $963,000. $1,588,200 $0 $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 CULVERT FORECASTED 10-YEAR FINANCIAL REQUIREMENT Figure 4.16: 10-year forecast for culvert requirements For Culvert assets, the average amount to be allocated per year to fund the forecasted lifecycle costs for the next ten years totals $1,588,200. Asset Management Plan 2022 | 92 $10,395 $0 $5,000 $10,000 $15,000 $20,000 $25,000 $30,000 $35,000 $40,000 $45,000 2024 2025 2028 2029 2030 PEDESTRIAN BRIDGE FORECASTED 10-YEAR FINANCIAL REQUIREMENT Figure 4.16: 10-year forecast for pedestrian bridge requirements For Pedestrian bridge assets, the average amount to be allocated per year to fund the forecasted lifecycle costs for the next ten years totals $10,395. The table below provides the rehab and maintenance costs per square metre for bridges. ASSET TYPE TOTAL AREA Bridges 13,149.81 YEAR REHAB / MAINT $ Cost per Square Metre 2021 $ 919,000 $69.89 2022 490,000 37.26 2023 1,338,000 101.75 2024 560,000 42.59 2025 279,000 21.22 2026 1,071,000 81.45 2027 1,810,000 137.64 2028 159,000 12.09 2029 1,353,000 102.89 2030 1,290,000 98.10 Figure 4.17: Rehab and maintenance costs per square metre - Bridges Asset Management Plan 2022 | 93 The table below provides the rehabilitation and maintenance costs per square metre for culverts. Figure 4.18: Rehab and maintenance costs per square metre - Culverts The table below provides the rehab and maintenance costs per square metre for pedestrian bridges. Figure 4.19: Rehab and maintenance costs per square metre – Pedestrian Bridges ASSET TYPE TOTAL AREA Culverts 8,917.63 YEAR REHAB / MAINT COST/M2 2021 $ 583,000 $ 65.38 2022 1,762,000 197.59 2023 851,000 95.43 2024 1,502,000 168.43 2025 1,468,000 164.62 2026 1,017,000 114.04 2027 493,000 55.28 2028 2,296,000 257.47 2029 1,106,000 124.02 2030 936,000 104.96 ASSET TYPE TOTAL AREA Pedestrian Bridges 704.08 YEAR REHAB / MAINT COST/M2 2021 $0.00 $0.00 2022 $0.00 $0.00 2023 $0.00 $0.00 2024 $12,000 $17.04 2025 $40,000 $56.81 2026 $0.00 $0.00 2027 $0.00 $0.00 2028 $7,000 $9.94 2029 $8,000 $11.36 2030 $37,000 $52.55 Asset Management Plan 2022 | 94 The table below provides an outline of the lifecycle costs by asset type $0 $20,000,000 $40,000,000 $60,000,000 $80,000,000 $100,000,000 $120,000,000 $140,000,000 $160,000,000 Bridge Culvert Pedestrian Bridge Sum of Replacement Cost Sum of Maintenance Cost Sum of Historical Cost Figure 4.20: Lifecycle costs by asset type Asset Management Plan 2022 | 95 Table 6 below outlines the expected increase in service needs attributable to anticipated development. Figure 4.21: Increased service needs attributable to the anticipated development Risks Associated with Lifecycle Options Risk consideration may be mitigated by adhering to Provincial Minimum Maintenance Standards and accepted design/specification guidelines, such as the Canadian Highway Bridge Design Code, Ontario Provincial Standard Designs/Specifications and Transportation Association of Canada guidelines. The Municipality is also committed to implementing best practices in asset management and sustainability . A risk management strategy is followed to ensure the assets can provide and function at an optimal service level. The likelihood of failure relates to the current condition state of each asset, whether they are in excellent, good, fair, poor or critical condition, as this is a good indicator regarding their future risk of failure. The consequence of failure relates to the magnitude, or overall effect that an asset’s failure will cause. For instance, a small culvert on a low- traffic road may cause a few customers to have no access for a period, whereby a large bridge on a major urban road could have disastrous effects. Factors included when examining the risk of bridge failure include: • Safety • Overall structure condition and age • Natural Hazards and factors relating to Climate Change (wind, snow, ice, flooding, earthquakes) Asset Management Plan 2022 | 96 • Traffic growth and future development • Funding available The potential impact of various risk factors include: • Bridges and culverts deteriorate further • The condition of the overall asset portfolio decreases • Bridges and culverts deteriorate beyond a condition where rehabilitation is a viable option • Backlog of work increases • More costly treatments and replacements are required • Structures are closed • Inability to complete all planned projects with allotted budget levels The Municipality maintains lifecycle strategies that are applied to the assets outlined in this asset management plan that maintains the current level of service while lowering the lifecycle costs. Maintained lifecycle strategies help identify and forecast which lifecycle activities are needed to maintain the current level of service while considering the associated risk and costs. These strategies are applied over the asset's lifecycle at various lifecycle stages such as planning and design, construction, operations, maintenance, repair, rehabilitation, and replacement. Following outlined lifecycle strategies will ensure the quality and effectiveness of our assets, reduce the risk of failure, and will minimize costs Asset Management Plan 2022 | 97 Asset Management Plan 2022 | 98 Growth Impact of Asset Management Clarington’s Official Plan (2018) In 1996, the Municipality of Clarington Official Plan was adopted by Council as approved by Council of the Regional Municipality of Durham. The Official Plan lays the “foundation” for building a good community. As a foundation, it provides a vision of the Municipality, identifies how the vision can be reached, and establishes a monitoring program for checking progress and making necessary adjustments. The last consolidation of the plan was in June 2018. The vision of the plan can be translated into the following set of guiding principles for Clarington’s future growth and development: • A place where each community can build on its individual character, share a common economic base and a distinct collective image • A place for people to live, work and play in a safe, vibrant, healthy and prosperous environment • A place where people, businesses and governments collectively balance growth with the protection, management and enhancement of rural landscapes, cultural heritage, natural resources, and the natural environment • A place where the built environment emphasizes high quality design and integrates nature in the design process. The priority intensification areas identified as the primary locations to accommodate growth and the greatest mix of uses, heights and densities include: • Urban and village centers • Regional and local corridors • Courtice and Bowmanville transportation hubs • Port Darlington and Port of Newcastle waterfront places The 2018 edition of Clarington’s Official Plan included nine secondary plans. These secondary plans include detailed policies and land use designations to guide development or redevelopment. The nine secondary plans included are as follows. • Bowmanville East Town Centre • Bowmanville West Town Centre • Courtice Main Street2 • Newcastle Village Centre • Port Darlington Neighbourhood • South-West Courtice • Clarington Energy Business Park • Brookhill Neighbourhood • Clarington Technology Business Park Asset Management Plan 2022 | 99 Development Charges Study (2020) Under the Development Charges Act, municipalities are required to carry out a Development Charge (DC) Study before implementing fees. A DC Study looks at future population growth within a community and the infrastructure necessary to support this growth. When a building permit is obtained, this information is used to calculate development charge fees applied on a per-unit residential growth or per square metre non-residential growth. The Municipality of Clarington engaged the services of Watson and Associates Economists Ltd. to prepare 2020 DC study and update the Municipality’s existing DC By-law in January 2021. Growth is a critical infrastructure demand driver for most infrastructure services. As such, the Municipality must not only account for the lifecycle cost for its existing asset portfolio but those of any anticipated and forecasted capital projects associated specifically with growth. Clarington has experienced rapid population growth , and its infrastructure investments reflect this trend. Clarington’s 2020 Development Charges Background Study can be found at https://www.clarington.net/en/business-and-development/Development-Charges.aspx The study provides detailed listings of capital investment requirements and p rojects for the next ten years. A summation of estimated growth capital investment is depicted in the chart below. 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 Storm $496,6 $496,6 $496,6 $496,6 $496,6 $496,6 $496,6 $496,6 $496,6 $496,6 $496,6 Roads $8,261 $14,78 $18,30 $9,909 $9,398 $6,663 $15,56 $5,048 $9,321 $15,08 $20,36 Bridges & Culverts $2,225 $2,503 $2,987 $286,0 $286,0 $286,0 $15,00 $1,108 $- $5,000,000 $10,000,000 $15,000,000 $20,000,000 $25,000,000 $30,000,000 $35,000,000 Gross Capital Cost Growth Related Projects Asset Management Plan 2022 | 100 The gross capital costs included in the ten-year forecast represent both development charge funding along with municipal funds. Much of the growth capital investment will be funded from the collection of development charge revenue. Asset Management Plan 2022 | 101 Asset Management Plan 2022 | 102 Appendices Appendix 1: Storm Water 10-year Replacement Forecast As the following table indicates, there are no end-of-life replacements after the year 2028. This isn’t an error but rather a transition period from when Clarington used clay as CSP assets to when the municipality started using concrete. Concrete assets have a much longer useful life. Asset Asset Description Asset Type Event Date Event Cost 41428 - B21- 075 Alexander Blvd. Conduit 2021 $ 3,891 45204 - B21- 081 Alexander Blvd. Conduit 2021 4,120 45205 - B21- 077 Alexander Blvd. Conduit 2021 12,382 45206 - B21- 079 Alexander Blvd. Conduit 2021 14,665 41401 - H05- 003 Elgin Lane Conduit 2021 12,682 41402 - H05- 005 Elgin Lane Conduit 2021 24,835 41474 - B17- 001 Hobbs Dr. - Easement Conduit 2021 58,679 41450 - B09- 001 King St. W - Easement Conduit 2021 4,835 41414 - B20- 109 Lambert St. N Conduit 2021 8,698 41415 - B20- 111 Lambert St. N Conduit 2021 2,761 41447 - O04- 003 Main St. Conduit 2021 20,440 41446 - O04- 001 Main St. - Easement Conduit 2021 2,199 41448 - O04- 005 Main St. - Easement Conduit 2021 6,894 41384 - B16- 017 Orchard View Blvd Conduit 2021 22,352 41405 - B16- 015 Orchard View Blvd Conduit 2021 19,935 Asset Management Plan 2022 | 103 Asset Asset Description Asset Type Event Date Event Cost 45207 - B14- 095 Parkway Cres. Conduit 2021 22,110 45208 - B14- 097 Parkway Cres. Conduit 2021 22,783 45209 - B14- 105 Parkway Cres. Conduit 2021 34,900 41389 - H05- 009 Perry Ave. Conduit 2021 25,159 41390 - H05- 007 Perry Ave. Conduit 2021 9,103 41392 - H05- 011 Perry Ave. Conduit 2021 25,773 41437 - B16- 001 Simpson Ave. Conduit 2021 36,521 41439 - B16- 007 Simpson Ave. Conduit 2021 59,151 41441 - B16- 019 Simpson Ave. Conduit 2021 42,178 41395 - B73- 001 Simpson Ave. Conduit 2021 23,380 41440 - B73- 003 Simpson Ave. Conduit 2021 8,809 41406 - B16- 013 Southway Dr. Conduit 2021 13,354 41407 - B14- 041 Southway Dr. Conduit 2021 24,549 41409 - B16- 011 Southway Dr. Conduit 2021 3,534 41410 - B14- 039 Southway Dr. Conduit 2021 14,829 41411 - B16- 009 Southway Dr. Conduit 2021 15,319 41417 - B14- 035 Southway Dr. Conduit 2021 29,952 41418 - B16- 005 Southway Dr. Conduit 2021 3,141 41419 - B14- 037 Southway Dr. Conduit 2021 4,910 41424 - B53- 125 Sunset Rd. Conduit 2021 45,263 41425 - B25- 011 Third St. Conduit 2021 6,585 41426 - B25- 009 Third St. Conduit 2021 12,140 Asset Management Plan 2022 | 104 Asset Asset Description Asset Type Event Date Event Cost 41427 - B25- 007 Third St. Conduit 2021 13,372 41429 - B25- 005 Third St. Conduit 2021 24,483 41431 - B25- 003 Third St. Conduit 2021 8,846 41458 - B04- 001 Scugog St. - Easement Conduit 2022 38,138 41397 - B07- 013 King St. W - Easement Conduit 2023 3,697 41461 - B07- 003 Roenigk Dr. Conduit 2023 1,458 41462 - B07- 001 Roenigk Dr. - Easement Conduit 2023 8,844 41463 - O07- 003 Sommerville Dr. - Easement Conduit 2026 10,678 41465 - O07- 001 Sommerville Dr. - Easement Conduit 2026 5,589 49601 - B21- 075 Alexander Blvd. Maintenance Hole 2026 2,177 49602 - B21- 077 Alexander Blvd. Maintenance Hole 2026 2,177 49603 - B21- 079 Alexander Blvd Maintenance Hole 2026 2,177 49604 - B21- 081 Alexander Blvd. Maintenance Hole 2026 2,177 59655 - CB- 4607 Alexander Blvd Catch Basin 2026 2,177 59656 - CB- 4606 Alexander Blvd Catch Basin 2026 2,177 59657 - CB- 4605 Alexander Blvd Catch Basin 2026 2,177 41391 - B35- 015 Baseline Rd. Conduit 2027 24,187 41436 - B35- 011 Baseline Rd. Conduit 2027 18,624 41438 - B35- 013 Baseline Rd. Conduit 2027 35,158 41444 - B35- 009 Baseline Rd. Conduit 2027 12,185 41445 - B35- 007 Baseline Rd. Conduit 2027 39,307 41454 - B35- 005 Baseline Rd. Conduit 2027 25,783 Asset Management Plan 2022 | 105 Asset Asset Description Asset Type Event Date Event Cost 41472 - B35- 001 Baseline Rd. Conduit 2027 3,628 41381 - C41- 001 Nash Rd. Conduit 2027 4,319 41394 - C42- 003 Nash Rd. Conduit 2027 2,419 41396 - C42- 001 Nash Rd. Conduit 2027 3,663 41442 - C15- 001 Nash Rd. Conduit 2027 3,887 41471 - B35- 003 Simpson Ave. Conduit 2027 16,067 41422 - C08- 001 Valley Crest Dr. - Easement Conduit 2028 13,440 41433 - N02- 001 Wilmot St. Conduit 2028 6,591 41468 - C06- 001 Pinedale SWM 17 - Inflow Conduit 2028 15,419 Asset Management Plan 2022 | 106 Appendix 2: Road Assets 10-year Replacement Forecast Asset Asset Description Event Date Event Cost 3660 - Darlington Park Rd Darlington Park Rd at Courtice Rd to West End (Darlington Prov Park) 2021 $ 377,000 3663 - Pinedale Cr Pinedale Cr at Glen Abbey Dr to Pinedale Cr 2021 229,125 3677 - Baseline Rd Baseline Rd at Trulls Rd to Courtice Rd 2021 268,125 3700 - Beechnut Cr Beechnut Cr at Sandringham Dr to Sandringham Dr 2021 138,775 3704 - Parklawn Dr Parklawn Dr at Stuart Rd to Sandringham Dr 2021 109,525 3733 - Thornbury Ct Thornbury Ct at Robert Adams Dr to West End Cul-de-Sac 2021 20,475 3737 - Saddlebrook Ct Saddlebrook Ct at Robert Adams Dr to South End Cul-de-Sac 2021 50,375 3770 - Barrington Pl Barrington Pl at Nash Rd to East End Cul-de-Sac 2021 24,700 3843 - West Townline Rd West Townline Rd at Southport Dr to South End (23 m S Drwy #1411) 2021 48,750 3851 - West Townline Rd West Townline Rd at Bloor St to Gord Vinson Ave 2021 80,275 3886 - Courtice Rd Courtice Rd at 20m N of CNR Underpass - South End 2021 143,184 3888 - Cigas Rd Cigas Rd at Trulls Rd to Marnie Dr 2021 122,525 3891 - Marnie Dr Marnie Dr at Baseline Rd to Cigas Rd 2021 43,225 3895 - Progress Dr Progress Dr at Baseline Rd to Courtice Ct 2021 48,750 3897 - Courtice Ct Courtice Ct at McNight Rd to West End Cul -de- Sac 2021 156,325 3932 - George St George St at North St to Manvers Rd 2021 46,800 3935 - Monroe St Monroe St at Mill Street St N to East End (15 m E Drwy #45) 2021 35,100 Asset Management Plan 2022 | 107 Asset Asset Description Event Date Event Cost 3938 - George St George St at Mill St N to Beaver St N 2021 37,375 3964 - Hart Ct Hart Ct at Chester Ln to East End Cul-de-Sac 2021 36,400 3969 - Lakeview Rd Lakeview Rd at Sunset Blvd to Sunset Blvd 2021 119,600 3970 - Sunset Blvd Sunset Blvd at Lakeview Heights to Robert St W 2021 231,725 3973 - James St W James St W at Church St to West End (5 m W Drwy #104) 2021 32,825 3980 - Caroline St Caroline St at Baldwin St to Church St 2021 37,050 3982 - Caroline St Caroline St at Mill St to Beaver St S 2021 37,050 4001 - Amos St Amos St at Toronto St to South End (10 m S Drwy #624) 2021 24,050 4016 - Lakeshore Rd Lakeshore Rd at Boulton St to 400m E of Boulton St 2021 130,000 4088 - Baseline Rd Baseline Rd at Duke St to Liberty St 2021 51,000 4090 - Baseline Rd Baseline Rd at Simpson Ave to Mearns Crt 2021 198,250 4097 - Concession St E Concession St E at Lambs Rd to Providence Rd 2021 269,750 4100 - Simpson Ave Simpson Ave at Baseline Rd to South End Turnaround 2021 76,050 4120 - Waverley Rd Waverley Rd at Martin Rd to Spry Ave 2021 33,475 4166 - Victoria St Victoria St at Ontario St to Liberty St 2021 52,650 4169 - Albert St Albert St at Duke St to Ontario St 2021 38,350 4170 - Albert St Albert St at Ontario St to Brown St 2021 39,000 4171 - Albert St Albert St at Brown St to Liberty St 2021 31,525 4174 - Durham St Durham St at Duke St to Ontario St 2021 38,350 4192 - Brown St Brown St at Victoria St to Queen St 2021 98,475 4197 - Queen St Queen St at Lambert St S to St George St 2021 36,400 4204 - Stevens Rd Stevens Rd at Martin Rd to Munday Ct 2021 38,675 Asset Management Plan 2022 | 108 Asset Asset Description Event Date Event Cost 4208 - Luverme Ct Luverme Ct at Martin Rd to East End Cul -de-Sac 2021 33,800 4213 - Wellington St Wellington St at Liberty St to East End Turnaround 2021 24,700 4237 - Concession St Concession St at Soper Creek Dr to Lambs Rd 2021 157,625 4240 - Odell St Odell St at High St to West End 2021 24,375 4250 - Rehder Ave Rehder Ave at Scugog St to 200m W of Scugog St 2021 68,900 4254 - Edsall Ave Edsall Ave at Scugog St to Rehder Ave 2021 81,575 4256 - Second St Second St at Scugog St to Prospect St 2021 38,025 4266 - Third St Third St at High St to Bernard St 2021 135,525 4276 - Sunicrest Blvd Sunicrest Blvd at Shoreview Dr to Liberty St 2021 78,000 4305 - Queen Av Queen Av at Queen St to South End 2021 36,725 4334 - High St High St at Concession St to North End 2021 52,000 4358 - Parkway Av Parkway Av at Parkway Cr to Parkway Cr 2021 87,750 4361 - Flett St Flett St at Southway Dr to Parkway Cr 2021 29,250 4364 - Nelson St Nelson St at Liberty St to East End 2021 33,475 4369 - Lambert St N Lambert St N at King St to Church St 2021 39,650 4374 - Frank St Frank St at Prince St to King St 2021 82,225 4438 - King St W King St W at Reg Rd 57 to Roenigk Dr 2021 310,000 4445 - Waverley Rd Waverley Rd at Energy Dr to South End 2021 84,500 4449 - King St King St at Haines St to 148m W of Haines St 2021 62,900 4502 - Clarington Blvd Clarington Blvd at Stevens Rd to North End Temporary Cul-de-Sac 2021 70,525 4525 - Mill Ln Mill Ln at West Scugog Ln to West Scugog Ln 2021 137,150 4571 - Somerville Dr Somerville Dr at Main St to East End 2021 104,000 Asset Management Plan 2022 | 109 Asset Asset Description Event Date Event Cost 4579 - Princess St Princess St at Leigh St to East End 2021 33,475 4587 - Church St Church St at Somerville Dr to Cobbledick St 2021 85,150 4588 - Church St Church St at Cobbledick St to Station St 2021 67,600 4593 - Park St Park St at Church St to East End (Gate to Orono Park) 2021 57,200 4598 - Church St Church St at Park St to South End 2021 29,250 4608 - Tamblyn Rd Tamblyn Rd at 454m N of Highway 35 to Conc Rd 6 2021 203,125 4618 - Old Scugog Rd Old Scugog Rd at Edmonson Av to North Limit of Hampton 2021 165,100 4644 - Millstream Ln Millstream Ln at Mill Dam to Old Scugog Rd 2021 65,000 4651 - Old Mill St Old Mill St at Kendal Church St to Newtonville Rd 2021 134,225 4690 - Conc Rd 3 Conc Rd 3 at Highway 35 to Arthur St 2021 318,825 4816 - Mosport Rd Mosport Rd at Conc Rd 8 to 1600m N of Conc Rd 8 2021 574,600 4839 - Tamblyn Rd Tamblyn Rd at Taunton Rd to 155m N of Taunton Rd 2021 50,375 4849 - Golf Course Rd Golf Course Rd at Highway 2 to Bridge 2021 343,200 4850 - Golf Course Rd Golf Course Rd at Bridge to Conc Rd 3 2021 326,625 4921 - Concession St E Concession St E at Bragg Rd to Darlington Clarke Townline 2021 267,800 4935 - Gearing's Ln Gearings Ln at Tooley Rd to North End Cul-de- Sac 2021 60,450 4951 - Firner St Firner St at Trulls Rd to West End (50 m W Drwy #65) 2021 129,025 4952 - Bradley Blvd Bradley Blvd at Trulls Rd to East End (50 m E Drwy #63) 2021 136,825 4955 - Conc Rd 6 Conc Rd 6 at West Townline Rd to 0.1km W of Langmaid Rd 2021 357,500 5039 - Conc Rd 8 Conc Rd 8 at Regional Rd 57 to Lettner Rd Road Allowance 2021 253,500 5040 - Conc Rd 8 Conc Rd 8 at Lettner Rd Road Allowance to Middle Rd 2021 268,775 5082 - Tooley Rd Tooley Rd at McLean Rd to Pebblestone Rd 2021 363,675 Asset Management Plan 2022 | 110 Asset Asset Description Event Date Event Cost 5090 - Trulls Rd Trulls Rd at Pebblestone Rd to 900m N of Pebblestone Rd 2021 293,150 5103 - Solina Rd Solina Rd at Highway 2 to Nash Rd 2021 260,650 5104 - Solina Rd Solina Rd at Nash Rd to 600m N of Nash Rd 2021 195,000 5105 - Solina Rd Solina Rd at 1300m N of Nash Rd to Taunton Rd 2021 938,600 5115 - Rundle Rd Rundle Rd at Highway 2 to Nash Rd 2021 343,850 5142 - Maryleah Ct Maryleah Ct at Old Scugog Rd to West End Cul- de-Sac 2021 39,650 5143 - Glenelge Ct Glenelge Ct at Old Scugog Rd to West End Cul- de-Sac 2021 22,425 5145 - Craig Ct Craig Ct at Old Scugog Rd to East End Cul-de- Sac 2021 34,125 5146 - Buttery Ct Buttery Ct at Old Scugog Rd to East End Cul-de- Sac 2021 38,025 5160 - Old Scugog Rd Old Scugog Rd at Reg Rd 3 to Salter Ct 2021 214,825 5166 - Old Scugog Rd Old Scugog Rd at Conc Rd 10 to Scugog Boundary Rd 2021 331,500 5203 - Darlington/Clarke T/L Darlington/Clarke T/L at Highway 2 to South End 2021 205,400 5237 - Salter Ct Salter Ct at Old Scugog Rd to West End Turnaround 2021 109,850 5708 - Mills St Orono Mills St Orono at Main St to Pigott Ln 2021 224,250 54531 - Concession St Concession St at Appleblossom to Mann St 2021 71,500 54565 - Pethick St Pethick St at Prince William Blvd to 72m S of Hwy #2 2021 55,250 54573 - Rudel Rd Rudel Rd at Edward St to Hwy#2 2021 94,250 54584 - Waverley Rd Waverley Rd at Hwy 401 to Energy Dr 2021 46,750 3710 - Nash Rd Nash Rd at Harry Gay Dr to Hancock Rd 2021 99,775 3714 - Strathallan Dr Strathallan Dr at Stirling Ave to Trulls Rd 2021 120,575 4095 - Baseline Rd Baseline Rd at Bowmanville East Limits (Haines St) to Lambs Rd 2021 134,875 4283 - Scugog St Scugog St at King St W to Church St 2021 59,500 Asset Management Plan 2022 | 111 Asset Asset Description Event Date Event Cost 4448 - King St King St at Mearns Av to 332m E of Mearns Av 2021 141,100 4688 - Conc Rd 3 Conc Rd 3 at Pollard Rd to Lockhart Rd 2021 269,100 4920 - Concession St E Concession St E at Providence Rd to Bragg Rd 2021 266,825 5091 - Trulls Rd Trulls Rd at 900m N of Pebblestone Rd to Taunton Rd 2021 372,125 5124 - Holt Rd Holt Rd at Highway 2 to Nash Rd 2021 483,275 54579 - Simpson Ave Simpson Ave at Hobb Dr to King St 2021 48,750 3644 - Scugog Boundary Rd Scugog Boundary Rd at Cochrane Rd to 600m E of Cochrane Rd 2021 53,910 3849 - West Townline Rd West Townline Rd at Olive Ave to South End (10 m S Drwy #89) 2021 7,650 3931 - Allen's Ln Allens Ln at North St to West End (Drwy #110) 2021 4,860 4081 - West Beach Rd West Beach Rd at Cove Rd to East End (gate) 2021 41,850 4242 - Sturrock Rd Sturrock Rd at Scugog St to West End 2021 11,070 4605 - Pigott Ln Pigott Ln at Orono Mill Ln to East End 2021 16,470 4649 - Water St Water St at Newtonville Rd to Hoy St 2021 27,720 4652 - Monck St Monck St at Kendal Church St to Newtonville Rd 2021 35,640 4654 - Hoy St Hoy St at Water St to Old Mill Street St 2021 9,360 4655 - Hoy St Hoy St at Old Mill St to Monck St 2021 10,350 4656 - Dickey St Dickey St at Water St to Old Mill St 2021 10,980 4657 - Dickey St Dickey St at Old Mill St to Monck St 2021 10,260 4790 - Conc Rd 8 Conc Rd 8 at 447m E of Maynard Rd N to Carscadden Rd S 2021 84,600 4807 - Curve Inn Rd Curve Inn Rd at Highway 2 to East End (30 m E Drwy #88) 2021 46,260 4808 - Curve Inn Rd Curve Inn Rd at Lovekin Rd to Curve Inn Rd 2021 15,480 4862 - Old Sideroad 16/17 Old Sideroad 16/17 at Morgans Rd to Southeast End 2021 13,230 Asset Management Plan 2022 | 112 Asset Asset Description Event Date Event Cost 5080 - Leask Rd Leask Rd at Conc Rd 6 to North End Cul-de-sac 2021 89,460 5179 - Mearns Av Mearns Av at Conc Rd 4 to South End (10 m S Drwy #3732) 2021 44,910 54941 - Rundle Rd Rundle Rd at Taunton to Concession Rd 4 2021 42,300 3953 - Rudell Rd Rudell Rd at Hart Blvd to Edward St 2021 81,250 4074 - Lake Rd Lake Rd at Port Darlington Rd to East End Cul- de-Sac 2021 269,425 4086 - Baseline Rd Baseline Rd at Hunt St to Duke St 2021 37,050 4235 - Concession St Concession St at Mann St to Kershaw St 2021 68,250 4347 - Simpson Av Simpson Av at 230m N of Baseline Rd to 427m N of Baseline Rd 2021 63,050 4442 - King St W King St W at George St to Ontario St 2021 56,950 4444 - King St W King St W at Ontario St to Liberty St 2021 148,325 4501 - Clarington Blvd Clarington Blvd at Uptown Av to Stevens Rd 2021 44,850 54526 - Conc Rd 3 Conc Rd 3 at 100m E of West Scugog Ln to West Scugog Ln 2021 97,500 54536 - Fenning Dr Fenning Dr at Southfield Ave to 47m S of Cornish Dr 2021 61,750 4572 - Somerville Dr Somerville Dr at Station St to West End Turnaround 2022 22,004 4872 - Hillen Rd Hillen Rd at Conc Rd 6 to North End (Drwy #6168) 2022 32,679 4881 - Newtonville Rd Newtonville Rd at Lakeshore Rd to Conc Rd 1 2022 256,750 5079 - Fices Rd Fices Rd at Taunton Rd to South End (45 m S Drwy #4426) 2022 100,378 5132 - Maple Grove Rd Maple Grove Rd at 433m S of Baseline Rd to Baseline Rd 2022 40,544 5151 - Old Scugog Rd Old Scugog Rd at North Limit of Hampton to Conc Rd 6 2022 36,237 5201 - Murphy Rd Murphy Rd at 528m N Reg Rd 20 to 2812m N of Reg Rd 20 2022 1,489,686 3696 - Sandringham Dr Sandringham Dr at Highway 2 to Windham Cr 2022 185,972 3713 - Strathallan Dr Strathallan Dr at Sandringham Dr to Stirling Ave 2022 78,446 Asset Management Plan 2022 | 113 Asset Asset Description Event Date Event Cost 3747 - Varcoe Rd Varcoe Rd at Highway 2 to Nash Rd 2022 106,849 3883 - Trulls Rd Trulls Rd at Nash Rd to George Reynolds Dr 2022 206,597 3904 - Sandringham Dr Sandringham Dr at Windham Cr to Yorkville Dr 2022 145,396 4102 - Martin Rd Martin Rd at Squires Gate Dr to Alonna St 2022 73,374 4121 - Waverley Rd Waverley Rd at Spry Ave to Quinn Dr 2022 138,633 4420 - Aspen Springs Dr Aspen Springs Dr at Bonnycastle Dr to West Side Dr 2022 179,209 4446 - King St E King St E at Liberty St to St George St 2022 185,711 4447 - King St E King St E at Simpsin Av to Mearns Ave 2022 176,868 4766 - Conc Rd 8 Conc Rd 8 at 150m W of Mosport Rd to Leskard Rd 2022 211,331 4964 - Conc Rd 6 Conc Rd 6 at Rundle Rd to Holt Rd 2022 268,475 54514 - Aspen Springs Dr Aspen Springs Dr at Reg Rd 57 to Bonnycastle Dr 2022 57,482 54517 - Baseline Rd Baseline Rd at Liberty St to Simpson Ave 2022 74,389 54543 - King St E King St E at St George St to Simpson Ave 2022 88,434 54575 - Scugog St Scugog St at Church St to Wellington St 2022 50,720 59296 - Tooley Rd Tooley Rd at Nash Rd to 75m N of Nash Rd 2022 25,360 59297 - Tooley Rd Tooley Rd at 430m N of Nash Rd to McLean Rd 2022 201,864 59352 - Liberty St N 130m S of Conc Rd 6 to Conc Rd 6 2022 43,957 4021 - Riley Rd Riley Rd at Lakeshore Rd to Metcalf St 2022 108,899 4650 - Old Mill St Old Mill St at Kendal Church St to West End 2022 12,173 4663 - Lakeshore Rd Lakeshore Rd at Jaynes Rd to 909m E of Jaynes Rd 2022 75,845 4818 - Mosport Rd Mosport Rd at Conc Rd 9 to 1300m N of Conc. Rd. 9 2022 134,836 4832 - Leskard Rd Leskard Rd at 160m N of Conc Rd 8 to Skelding Rd 2022 184,463 Asset Management Plan 2022 | 114 Asset Asset Description Event Date Event Cost 4854 - Brownsville Rd Brownsville Rd at Highway 2 to South End Turnaround (200m S Drwy #1545) 2022 62,268 4875 - Ovens Rd Ovens Rd at Highway 2 to South End Turnaround 2022 58,710 4890 - Shiloh Rd Shiloh Rd at Conc Rd 5 to Conc Rd 6 2022 202,535 5110 - Solina Rd Solina Rd at 150m N of Dorest St to Conc Rd 7 2022 92,700 55119 - Leskard Rd Leskard Rd at Conc Rd 8 to 160m N of Conc Rd 8 2022 14,982 56733 - Stapleton Rd Stapleton Rd at 200m N of Conc Rd 3 to Conc Rd 4 2022 171,354 3676 - Darlington Blvd Darlington Blvd at 120m S of Highway 2 to South End (Drwy #60) 2022 206,259 3678 - Robert Adams Dr Robert Adams Dr at Prestonvale Rd to Mulholland Ct 2022 170,079 3697 - Sandringham Dr Sandringham Dr at Yorkville Dr to Trulls Rd 2022 192,734 3712 - Glenabbey Dr Glenabbey Dr at Robert Adams Dr to Prestonvale Rd 2022 114,964 3788 - George Reynolds Dr George Reynolds Dr at Devondale St to Julia Crt 2022 135,252 3875 - Trulls Rd Trulls Rd at Bloor St to 700m N of Bloor St 2022 242,101 3881 - Trulls Rd Trulls Rd at Highway 2 to Nash Rd 2022 121,051 3928 - North St North St at Highway 2 to Wilmot St 2022 54,101 4234 - Concession St Concession St at Liberty St to Appleblossom Blvd 2022 71,007 4346 - Simpson Av Simpson Av at Baseline Rd to 230m N of Baseline Rd 2022 78,784 4394 - Trudeau Dr Trudeau Dr at Concession St to 430m S of Concession St 2022 30,432 4421 - Bonnycastle Dr Bonnycastle Dr at West Side Dr to Prestonway Dr 2022 145,396 4425 - Prestonway Dr Prestonway Dr at Bonnycastle Dr to Martin Rd 2022 51,734 4462 - Freeland Av Freeland Av at Liberty St to Mearns Av 2022 286,734 4500 - Clarington Blvd Clarington Blvd at Highway 2 to Uptown Av 2022 48,014 4924 - Nash Rd Nash Rd at 422m E of Solina Rd to Rundle Rd 2022 134,914 Asset Management Plan 2022 | 115 Asset Asset Description Event Date Event Cost 4963 - Conc Rd 6 Conc Rd 6 at 432m E of Solina Rd to Rundle Rd 2022 132,547 5108 - Solina Rd Solina Rd at Conc Rd 6 to Odlum St 2022 185,972 54519 - Bonnycastle Dr Bonnycastle Dr at Prestonway Dro to Hartwell Ave 2022 57,482 54520 - Bonnycastle Dr Bonnycastle Dr at Hartwell Ave to Aspen Springs Dr 2022 81,151 55090 - Yorkville Dr Yorkville Dr at Granville Dr to Trulls Rd 2022 101,439 3647 - Hill St Hill St at Reid Rd to Newtonville Rd 2022 82,493 3873 - Trulls Rd Trulls Rd at Baseline Rd to Bloor St 2022 170,137 4625 - Liberty St Liberty St at North Division St to East End (20 m E Drwy #37) 2022 10,487 4627 - Millville Av Millville Av at Old Scugog Rd to East End (Drwy #64) 2022 34,926 4647 - King Ln King Ln at Millstream Ln to 370m N of Millstream Ln 2022 34,458 4653 - Kendal Church St Kendal Church St at Old Mill St to Ganaraska Rd 2022 28,746 4658 - Lakeshore Rd Lakeshore Rd at Riley Rd to Stephenson Rd 2022 111,895 4667 - Lakeshore Rd Lakeshore Rd at Lancaster Rd to 500m E of Lancaster Rd 2022 41,200 4683 - Lovekin Rd Lovekin Rd at Ramps to Hwy 35/115 to Cobble- Dick Rd 2022 87,924 4697 - Conc Rd 3 Conc Rd 3 at Elliott Rd to Gilmore Rd 2022 77,531 4824 - Squair Rd Squair Rd at Conc Rd 4 to Conc Rd 5 2022 11,705 4842 - Gamsby Rd Gamsby Rd at Conc Rd 5 to Conc Rd 6 2022 214,801 4847 - Vickers Rd Vickers Rd at Conc Rd 5 to Conc Rd 6 2022 212,835 4863 - Morgans Rd Morgans Rd at Highway 2 to Conc Rd 3 2022 193,452 4864 - Morgans Rd Morgans Rd at Conc Rd 3 to Cowanville Rd 2022 95,228 4865 - Morgans Rd Morgans Rd at Cowanville Rd to Conc Rd 4 2022 96,164 4876 - Reid Rd Reid Rd at Highway 2 to 1598m N of Highway 2 2022 149,630 Asset Management Plan 2022 | 116 Asset Asset Description Event Date Event Cost 4877 - Reid Rd Reid Rd at 1598m N of Highway 2 to 2872m N of Highway 2 2022 119,292 4880 - White Rd White Rd at Ganaraska Rd to Conc Rd 8 2022 165,174 4883 - Thompson Rd Thompson Rd at Ganaraska Rd to The Dell Rd 2022 168,451 4884 - The Dell Rd The Dell Rd at Thompson Rd to Thertell Rd 2022 116,296 4886 - Mercer Rd Mercer Rd at Ganaraska Rd to Thertell Rd 2022 256,937 4891 - Shiloh Rd Shiloh Rd at Conc Rd 6 to Ganaraska Rd 2022 216,861 4897 - East Townline Rd East Townline Rd at Lakeshore Rd to Conc Rd 1 2022 175,661 4905 - Cold Springs Camp Rd Cold Springs Camp Rd at Thertell Rd to North End (Drwy #10585) 2022 98,692 5098 - Hancock Rd Hancock Rd at Highway 2 to Nash Rd 2022 53,279 5100 - Washington Rd Washington Rd at Taunton Rd to North End (14 m N Drwy #5221) 2022 44,477 5250 - Elliot St Elliot St at Old Scugog Rd to Cartwright St 2022 11,705 5251 - Mary St Mary St at Cartwright St to West End (Drwy #33) 2022 6,086 59203 - Brown Rd Brown Rd at 334m N of Conc Rd 7 to Conc Rd 8 2022 191,954 3679 - Robert Adams Dr Robert Adams Dr at Hemmingway Dr to Worthington Dr 2023 120,712 3701 - Glenabbey Dr Glenabbey Dr at Sandringham Dr to South End Temporary Cul-de-Sac (Drwy #218) 2023 142,786 3726 - Granville Dr Granville Dr at Yorksville Dr to John Walker Cr 2023 28,281 3863 - Prestonvale Rd Prestonvale Rd at Glenabbey Dr to Claret Rd 2023 225,215 3865 - Prestonvale Rd Prestonvale Rd at Claret Rd to Phair Av 2023 140,371 3867 - Prestonvale Rd Prestonvale Rd at Phair Ave to Highway 2 2023 64,946 3876 - Fenning Dr Fenning Dr at Gord Vinson Ave to Montague Av 2023 47,250 3961 - Edward St Edward St at Foster Creek Dr to Baldwin St 2023 53,113 3971 - Robert St W Robert St W at Sunset Blvd to Mill St S 2023 77,946 Asset Management Plan 2022 | 117 Asset Asset Description Event Date Event Cost 4297 - Ontario St Ontario St at Queen St to King St 2023 41,387 4401 - Soper Creek Dr Soper Creek Dr at Mearns Av to Downham Dr 2023 108,296 4419 - Hartwell Av Hartwell Av at Martin Rd to Bonnycastle Dr 2023 43,456 4440 - King St W King St W at Scugog St to Temperance St 2023 112,753 4545 - Rustwood St Rustwood St at Boswell Dr to West End (43 m West of Hammond Street) 2023 66,564 5213 - Liberty St N Liberty St N at Conc Rd 6 to Conc Rd 7 2023 671,161 54569 - Robert Adams Dr Robert Adams Dr at Glen Abbey Dr to Hemingway Dr 2023 75,876 54578 - Simpson Ave Simpson Ave at Prince St to Hobb Dr 2023 34,489 55321 - Energy Dr Energy Dr at 120m W of Waverly Rd to Waverly Rd 2023 54,122 4528 - Green Rd Green Rd at Baseline Rd to Remmington St 2023 141,406 54889 - Robert Adams Dr Robert Adams Dr at 30m S of Glenabbey Dr to Meadowglade Rd 2023 58,632 54947 - Old Scugog Rd Old Scugog Rd at Concession Rd 6 to 200 m N of Concession Rd 6 2023 31,040 3787 - George Reynolds Dr George Reynolds Dr at Nash Rd to Devondale St 2024 106,944 3834 - Sandringham Dr Sandringham Dr at Avondale Dr to Courtice Rd 2024 90,762 3859 - Prestonvale Rd Prestonvale Rd at Baseline Rd to 1100m N of Baseline Rd 2024 396,116 3905 - George Reynolds Dr George Reynolds Dr at Julia Crt to Firwood Av 2024 147,752 3948 - King Ave W King Ave W at North St to Mill St 2024 75,635 3950 - King Av E King Av E at Beaver St to Arthur St 2024 66,840 4034 - Resnik Dr Resnik Dr at Arthur St to Andrew St 2024 129,811 4099 - Baseline Rd Baseline Rd at 153m E of Spry Av to Hunt St 2024 155,140 4124 - Rhonda Ave Rhonda Ave at Waverly Rd to Lawrence Gate 2024 235,700 4130 - Conc Rd 3 Conc Rd 3 at West Scugog Ln to 110m W of Middle Rd 2024 151,270 Asset Management Plan 2022 | 118 Asset Asset Description Event Date Event Cost 4348 - Simpson Av Simpson Av at 427m N of Baseline Rd to Southway Dr 2024 66,840 4488 - Simpson Av Simpson Av at Southway Dr to Prince St 2024 221,628 5159 - Old Scugog Rd Old Scugog Rd at 500m S of Regional Rd 3 to Regional Rd 3 2024 195,595 5676 - Given Rd Given Rd at Rudell Rd to West End 2024 98,566 54576 - Scugog St Scugog St at Wellington St to Odell St 2024 63,322 55115 - Waverley Rd Waverley Rd at Lawrence Cr to Roenigk Dr 2024 151,270 55331 - Rosswell Dr Rosswell Dr at Gord Vinson Ave to Bloor St 2024 42,215 5002 - Conc Rd 7 Conc Rd 7 at Baker School Rd to Holt Rd 2024 289,172 3692 - Claret Rd Claret Rd at Prestonvale Rd to Sandringham Dr 2024 45,733 3892 - Osbourne Rd Osbourne Rd at Energy Dr to Megawatt Dr 2024 144,234 4078 - West Beach Rd West Beach Rd at Port Darlington Rd to Cove Rd 2024 487,933 4101 - Martin Rd Martin Rd at Baseline Rd to Squires Gate Dr 2024 85,133 4151 - Rhonda Blvd Rhonda Blvd at Lawrence Gate to Old Highway 2 2024 200,872 4236 - Concession St Concession St at Mearns Ave to Soper Creek Dr 2024 127,348 4509 - Clarington Blvd Clarington Blvd at Highway 2 to Prince William Blvd 2024 94,280 54585 - West Side Dr West Side Dr at Aspen Springs Dr to Bonnycastle Dr 2024 73,876 3949 - King Ave W King Ave W at Mill St to Beaver St 2025 53,962 4187 - Ontario St Ontario St at Liberty St to Nelson St 2025 68,177 4189 - Ontario St Ontario St at Nelson St to Albert St 2025 86,118 3927 - Rudell Rd Rudell Rd at Highway 2 to Given Rd 2025 44,853 5001 - Conc Rd 7 Conc Rd 7 at Solina Rd to Baker School Rd 2025 295,314 55092 - Meadowglade Rd Meadowglade Rd at Robert Adams Dr to Prestonvale Rd 2025 86,118 Asset Management Plan 2022 | 119 Asset Asset Description Event Date Event Cost 55118 - Green Rd Green Rd at Nash Rd to 875m N of Ross Wright Ave 2025 165,060 5692 - Bons Ave Bons Ave at Liberty St N to West End 2025 150,707 59304 - Creek Service Rd Creek Service Rd at Roenigk Dr to East End 2025 15,899 3727 - Granville Dr Granville Dr at John Walter Cr to John Walter Cr 2025 34,088 3877 - Trulls Rd Trulls Rd at 700m N of Bloor St to Avondale Dr 2025 83,248 3952 - Rudell Rd Rudell Rd at Sunset Blvd to Hart Blvd 2025 39,471 3976 - Edward St Edward St at Baldwin St to Church St 2025 41,983 4007 - Mill St S Mill St S at Metcalf St to Boulton St 2025 268,402 4087 - Baseline Rd Baseline Rd at Spry Ave to 153m E of Spry Ave 2025 54,900 4122 - Waverley Rd Waverley Rd at Quinn Dr to Lawrence Cr 2025 89,707 4146 - Lawrence Gate Lawrence Gate at Rhonda Blvd to Waverly Rd 2025 35,524 4196 - Queen St Queen St at Liberty St to Lambert St S 2025 34,806 4198 - Church St Church St at Scugog St to Temperance St 2025 120,207 4199 - Church St Church St at Temperance St to Division St 2025 49,877 4201 - Church St Church St at Liberty St to St. George St 2025 76,789 4495 - Boswell Dr Boswell Dr at Ivory Crt to Rustwood St 2025 200,943 4529 - Bannister St Bannister St at West Side Dr to Millburn Dr S 2025 133,842 4686 - Conc Rd 3 Conc Rd 3 at Darlington Clarke Townline to 300m E of Darlington Clarke Townline 2025 154,654 4689 - Conc Rd 3 Conc Rd 3 at Lockhart Rd to Highway 35 2025 342,320 4915 - Bloor St Bloor St at Courtice Rd to Hancock Rd 2025 298,902 54521 - Boswell Dr Boswell Dr at Rustwood Cr to Green Rd 2025 104,060 54532 - Concession St Concession St at Kershaw St to Mearns Ave 2025 64,589 Asset Management Plan 2022 | 120 Asset Asset Description Event Date Event Cost 54545 - King St W King St W at Temperance St to Division St 2025 65,693 54546 - King St W King St W at Division St to George St 2025 61,000 54570 - Robert Adams Dr Robert Adams Dr at Worthington Dr to Mulholland Ct 2025 61,000 57475 - Baseline Rd Baseline Rd at Mearns Rd to Caristrap St 2025 64,589 4521 - Longworth Ave Longworth Ave at Mearns Ave to West End 2025 148,195 4191 - Ontario St Ontario St at Albert St to Queen St 2026 135,421 5479 - Port of Newcastle Dr Port of Newcastle Drive at 35m N of Hodnett Cr to Schooner Ln 2026 164,701 54907 - Bons Ave Bons Ave at Scugog St to 45m E of Honeyman Dr 2026 150,061 3862 - Prestonvale Rd Prestonvale Rd at Bloor St to Meadowglade Rd 2026 142,741 3879 - Trulls Rd Trulls Rd at Avondale Dr to Sandringham Dr 2026 139,081 3903 - Prestonvale Rd Prestonvale Rd at Meadowglade Rd to Glenabbey Dr 2026 95,161 3941 - Beaver St N Beaver St N at King Ave to Andrew St 2026 154,087 4083 - Baseline Rd Baseline Rd at Martin Rd to Spicer Sq 2026 72,469 4123 - Waverley Rd Waverley Rd at Roenigk Dr to Old Highway 2 2026 65,515 4156 - Roenigk Dr Roenigk Dr at King St to 100m S of King St 2026 35,868 4285 - Scugog St Scugog St at Odell St to Meadowview Blvd 2026 255,470 4315 - Temperance St Temperance St at King St to Church St 2026 40,992 4385 - Orchard Park Dr Orchard Park Dr at Mearns Av to Peachtree Cr 2026 124,807 4411 - Apple Blossom Blvd Apple Blossom Blvd at Concession St to Faircombe Cr 2026 127,369 4687 - Conc Rd 3 Conc Rd 3 at 300m E of Darlington Clarke Townline to Pollard Rd 2026 321,350 4911 - Baseline Rd Baseline Rd at Rundle Rd to Holt Rd 2026 303,050 4912 - Baseline Rd Baseline Rd at Holt Rd to Maple Grove Rd 2026 303,050 Asset Management Plan 2022 | 121 Asset Asset Description Event Date Event Cost 4965 - Conc Rd 6 Conc Rd 6 at Holt Rd to Old Scugog Rd 2026 310,004 5212 - Liberty St N Liberty St N at Taunton Rd to 1100m N of Taunton Rd 2026 402,603 54516 - Avondale Dr Avondale Dr at Brownstone Cr to Sandringham Dr 2026 139,081 54552 - Longworth Ave Longworth Ave at Daley Dr to High St 2026 43,920 54553 - Longworth Ave Longworth Ave at High St to Argent St 2026 109,801 54582 - Trulls Rd Trulls Rd at Sandringham Dr to Strathallan Dr 2026 113,461 54583 - Trulls Rd Trulls Rd at Strathallan Dr to Hwy#2 2026 87,841 4678 - Conc Rd 1 Conc Rd 1 at Newtonville Rd to Lancaster Rd 2026 301,586 5109 - Solina Rd Solina Rd at Odlum St to 150m N of Dorest St 2026 204,962 54540 - Green Rd Green Rd at Remmington St to McBride Av 2026 106,141 54541 - Green Rd Green Rd at McBride Av to Aspen Springs Dr 2026 65,881 54938 - Solina Rd Solina Rd at Taunton Rd to 750m N of Taunton Rd 2027 279,992 54939 - Solina Rd Solina Rd at 500m S of Concession Rd 6 to Concession Rd 6 2027 165,382 54560 - Mearns Ave Mearns Ave at Freeland Av to Conc Rd 3 2027 89,597 3653 - Gord Vinson Ave Gord Vinson Ave at Townline Rd to Fenning Dr 2028 108,144 3654 - Gord Vinson Ave Gord Vinson Ave at Fenning Dr to Eastfield Cr 2028 65,496 3689 - Baseline Rd Baseline Rd at Solina Rd to Rundle Rd 2028 313,390 3839 - Daisyfield Dr Daisyfield Dr at Trulls Rd to West End Temp Turnaround (20 m W Drwy #117) 2028 157,647 3896 - Avondale Dr Avondale Dr at Trulls Rd to Farmington Dr 2028 110,429 3998 - Toronto St Toronto St at Mill St S to Amos St 2028 36,937 4061 - Brookhouse Dr Brookhouse Dr at Harmer Dr to Edward St 2028 38,079 4084 - Baseline Rd Baseline Rd at Waverly Rd to Spry Ave 2028 159,932 Asset Management Plan 2022 | 122 Asset Asset Description Event Date Event Cost 4092 - Baseline Rd Baseline Rd at Caristrap St to Haines St 2028 90,247 4093 - Baseline Rd Baseline Rd at West Side Dr to Martin Rd 2028 139,750 4288 - Scugog St Scugog St at Meadowview Blvd to Longworth Ave 2028 99,005 4303 - Centre St Centre St at Carlisle St to Concession St 2028 150,031 4309 - Division St Division St at King St W to Church St 2028 46,076 4320 - Elgin St Elgin St at Wellington St to Concession St 2028 86,058 4377 - Mearns Av Mearns Av at Concession St to Flaxman Av 2028 62,069 4412 - Apple Blossom Blvd Apple Blossom Blvd at Farncomb Cr to Mann St 2028 99,005 4491 - West Side Dr West Side Dr at Bonnycastle to Remmington St 2028 99,005 4493 - West Side Dr West Side Dr at Baseline Rd to Abernethy Cr 2028 160,693 4515 - Longworth Av Longworth Av at 363m E of Regional Rd 57 to Scugog St 2028 245,492 4614 - Old Scugog Rd Old Scugog Rd at Taunton Rd to Millville Av 2028 285,211 4910 - Wilmot Creek Rd Wilmot Creek Rd at Bennett Rd to East End Turnaround 2028 156,885 4914 - Baseline Rd Baseline Rd at 300m E of Maple Grove to 207m W of Green Rd 2028 125,660 5215 - Conc Rd 7 Conc Rd 7 at Liberty St S to Liberty St N 2028 331,287 54515 - Avondale Dr Avondale Dr at Farmington Dr to Brownstone Cr 2028 60,926 54567 - Prestonvale Rd Prestonvale Rd at Southfield Ave to Bloor St 2028 152,316 54586 - West Side Dr West Side Dr at Remmington St to Abernethy Cr 2028 34,271 55315 - Glenabbey Dr Glenabbey Dr at Townline Rd S to Bruntsfield St 2028 139,369 59247 - Spry Ave Spry Ave at Lawrence Cr to Waverley Rd 2028 102,813 59308 - Queen St Queen St at Queen Ave to Ontario St 2028 90,247 3646 - Rose Cr Rose Cr at Jones Ave to East End (40 m E Drwy #12) 2028 14,552 Asset Management Plan 2022 | 123 Asset Asset Description Event Date Event Cost 3650 - Paynes Cr Paynes Cr at Highway 2 to Highway 2 2028 73,815 3810 - Glenview Rd Glenview Rd at Jane Ave to Lynwood Ave 2028 11,178 3899 - Solina Rd Solina Rd at Osbourne Rd to South Service Rd 2028 94,166 4474 - Lambs Rd Lambs Rd at Concession St E to CPR Crossing 2028 116,943 4619 - Washington St Washington St at Old Scugog Rd to North Division St 2028 13,287 4648 - King Ln King Ln at 370m N of Millstream Ln to 590m N of Millstream Ln 2028 23,515 4675 - Conc Rd 1 Conc Rd 1 at Morgans Rd to Jaynes Rd 2028 87,207 4677 - Conc Rd 1 Conc Rd 1 at Bellamy Rd to Newtonville Rd 2028 89,632 4782 - Conc Rd 8 Conc Rd 8 at Highway 35 to Dawson Rd 2028 69,597 4797 - Skelding Rd Skelding Rd at Leskard Rd to Best Rd 2028 85,836 4805 - Lovekin Rd Lovekin Rd at Ramps to Hwy 35/115 to South End (20 m S Drwy #205A) 2028 48,296 4814 - Pollard Rd Pollard Rd at Conc Rd 4 to Conc Rd 5 2028 220,600 4817 - Mosport Rd Mosport Rd at 1600m N of Conc Rd 8 to Conc Rd 9 2028 41,336 4852 - Jewel Rd Jewel Rd at Conc Rd 6 to South End (Drwy #5587) 2028 108,613 4856 - Brownsville Rd Brownsville Rd at Highway 2 to North End (Drwy #2525) 2028 129,070 4871 - Cedar Valley Rd Cedar Valley Rd at Conc Rd 4 to 518m N of Conc Rd 4 2028 54,623 4878 - Reid Rd Reid Rd at 2872m N of Highway 2 to Conc Rd 4 2028 171,777 4902 - East Townline Rd East Townline Rd at Conc Rd 5 to North End (Drwy #4855) 2028 167,664 4941 - Conc Rd 4 Conc Rd 4 at Regional Rd 57 to Middle Rd 2028 88,367 5044 - Conc Rd 8 Conc Rd 8 at Liberty St N to Aked Rd 2028 98,068 5073 - West Townline Rd West Townline Rd at Taunton Rd to Coldstream Dr 2028 68,331 5074 - West Townline Rd West Townline Rd at Coldstream Dr to Conc Rd 6 2028 144,887 Asset Management Plan 2022 | 124 Asset Asset Description Event Date Event Cost 5078 - West Townline Rd West Townline Rd at Conc Rd 9 to Conc Rd 10 2028 233,465 5081 - Cochrane's Rd Cochranes Rd at Conc Rd 10 to North End (15 m N Drwy #10239) 2028 44,183 5173 - Middle Rd Middle Rd at 500m N of Conc Rd 8 to Reg Rd 20 2028 165,239 5174 - Middle Rd Middle Rd at Conc Rd 8 to 500m N of Conc Rd 8 2028 52,092 5180 - Mearns Av Mearns Av at Conc Rd 4 to 1028m N of Conc Rd 4 2028 108,402 5183 - Lambs Rd Lambs Rd at CPR Crossing to Conc Rd 3 2028 105,766 5197 - Longsault Rd Longsault Rd at Boundary Rd to North End (Drwy #10126) 2028 250,759 5740 - Charlesville Lane Charlesville Lane at Nelson Lane to Concession 7 2028 17,926 54954 - Bragg Rd Bragg Rd at Concession Rd 4 to South 2028 105,449 3812 - Lynwood Av Lynwood Av at Westmore St to Glenview Rd 2028 26,468 4079 - Watson Cr Watson Cr at Cedar Crest Beach Rd to 120m N of Cedar Crest Beach Rd 2028 13,814 4466 - Lambs Rd Lambs Rd at Baseline Rd to Highway 2 2028 70,651 4570 - Somerville Dr Somerville Dr at Millpond Rd to Main St 2028 30,475 4607 - Tamblyn Rd Tamblyn Rd at Highway 35 to 454m N of Highway 35 2028 47,874 4623 - Liberty St Liberty St at Old Scugog Rd to North Division St 2028 12,232 4628 - North Division St North Division St at Washington St to Milville Av 2028 32,689 4630 - Ormiston Ln Ormiston Ln at Old Scugog Rd to South Hammerhead 2028 23,937 4633 - Ormiston St Ormiston St at 290m E of Old Scugog Rd to North End (10 m N Drwy #99) 2028 41,652 4666 - Lakeshore Rd Lakeshore Rd at Newtonville Rd to Lancaster Rd 2028 87,418 4676 - Conc Rd 1 Conc Rd 1 at Jaynes Rd to Bellamy Rd 2028 175,784 4684 - Browview Rd Browview Rd at Highway 2 to East End (20 m E Drwy #641) 2028 31,951 4717 - Conc Rd 4 Conc Rd 4 at Elliott Rd to Gilmore Rd 2028 90,054 Asset Management Plan 2022 | 125 Asset Asset Description Event Date Event Cost 4718 - Conc Rd 4 Conc Rd 4 at Gillmore Rd to East Townline Rd 2028 87,839 4725 - Conc Rd 5 Conc Rd 5 at 135m E of Ochonski Rd to Somerville Dr 2028 62,215 4794 - Thertell Rd Thertell Rd at The Dell Rd to Mercer Rd 2028 85,941 4795 - Thertell Rd Thertell Rd at Mercer Rd to Langstaff Rd 2028 86,363 4800 - Conc Rd 10 Conc Rd 10 at Mosport Rd to 500m E of Mosport Rd 2028 64,430 4802 - Conc Rd 10 Conc Rd 10 at Highway 35 to East End Turnaround (135 m E Drwy #3855) 2028 84,992 4806 - Lovekin Rd Lovekin Rd at Ramps to Hwy 35/115 to Curve Inn Rd 2028 47,663 4866 - Maynard Rd Maynard Rd at Conc Rd 8 to North End (Drwy #8318) 2028 69,069 4900 - East Townline Rd East Townline Rd at 5th Line (Hope) to Conc Rd 4 2028 5,483 4904 - Cold Springs Camp Rd Cold Springs Camp Rd at Ganaraska Rd to Thertell Rd 2028 285,768 5047 - Conc Rd 9 Conc Rd 9 at West Townline Rd to 1750m E of West Townline Rd 2028 185,591 5054 - Conc Rd 9 Conc Rd 9 at Ormiston Rd to 358m E of Ormiston Rd 2028 37,751 5086 - Langmaid Rd Langmaid Rd at Conc Rd 7 to 1475m N of Conc Rd 7 2028 156,065 5088 - Langmaid Rd Langmaid Rd at 1475m N of Conc Rd 7 to Regional Rd 3 2028 51,670 5097 - Hancock Rd Hancock Rd at Bloor St to Highway 2 2028 171,988 5131 - Holt Rd Holt Rd at Conc Rd 9 to Conc Rd 9 2028 90,686 5169 - Middle Rd Middle Rd at Conc Rd 4 to Taunton Rd 2028 217,647 5171 - Middle Rd Middle Rd at Conc Rd 6 to Conc Rd 7 2028 217,858 5211 - Darlington/Manvers T/L Darlington/Manvers T/L at Reg Rd 20 to Scugog Boundary Rd 2028 312,868 5234 - Ella Mae Lane Ella Mae Lane at Old Scugog Rd to Reg Rd 3 2028 28,366 5235 - Leslie Wearn St Leslie Wearn St at Reg Rd 3 to Old Scugog Rd 2028 24,675 5714 - Concession 5 Concession 5 at 100m E of Hwy35 to Gamsby Rd 2028 149,738 Asset Management Plan 2022 | 126 Asset Asset Description Event Date Event Cost 54528 - Conc Rd 9 Conc Rd 9 at 250m W of Enfield Rd to Enfield Rd 2028 31,635 54937 - Solina Rd Solina Rd at Baseline Rd to Baseline Rd 2028 200,354 4282 - Bons Ave. Bons Ave. at 210m W of Scugog St to West Scugog Lane 2029 91,664 5700 - Boswell Dr Boswell Dr at Highway 2 to 340m N of Hwy 2 2029 132,058 53069 - George Reynolds Dr George Reynolds Dr at Sleeman Sq to Courtice Road 2029 198,087 3683 - Baseline Rd Baseline Rd at Courtice Rd to Hancock Rd 2029 319,657 3685 - Baseline Rd Baseline Rd at Hancock Rd to 154m E of Hancock Rd 2029 59,814 3687 - Baseline Rd Baseline Rd at 154m E of Hancock Rd to Solina Rd 2029 261,397 3861 - Prestonvale Rd Prestonvale Rd at 1100m N of Baseline Rd to Southfield Ave 2029 116,522 3882 - Farmington Dr Farmington Dr at Avondale Dr to South End (30 m S of Wilkens Cresc) 2029 121,182 3979 - Edward St Edward St at Beaver St to Harmer Dr 2029 89,333 3994 - Beaver St S Beaver St S at James St to Caroline St 2029 93,994 4085 - Baseline Rd Baseline Rd at Spicer Sq to Waverly Rd 2029 107,678 4140 - Conc Rd 3 Conc Rd 3 at 385m E of Liberty St to Mearns Ave 2029 168,568 4147 - Old Highway 2 Old Highway 2 at Rhonda Blvd to Waverly Rd 2029 75,739 4227 - Scottsdale Dr Scottsdale Dr at Swindells St to Annisson Ct 2029 79,623 4230 - Concession St Concession St at Wellington St to Prospect St 2029 50,881 4307 - Division St Division St at Queen St to King St W 2029 47,774 4321 - Elgin St Elgin St at Concession St to Bridge 2029 45,443 4367 - Prince St Prince St at Liberty St to Simpson Av 2029 163,519 4371 - St George St St George St at King St to Church St 2029 45,443 4376 - Mearns Av Mearns Av at Orchard Park Dr to Soper Creek Dr 2029 147,594 Asset Management Plan 2022 | 127 Asset Asset Description Event Date Event Cost 4378 - Mearns Av Mearns Av at Flaxman Av to Apple Blossom Blvd 2029 120,406 4413 - Apple Blossom Blvd Apple Blossom Blvd at Mann St to Mearns Av 2029 157,692 4437 - Green Rd Green Rd at Hwy 2 to Prince William Dr 2029 132,058 4454 - Scugog St Scugog St at Longworth Ave to West Scugog Lane 2029 132,058 4455 - Scugog St Scugog St at Goodwin Ave to Bons Ave 2029 135,942 4504 - Uptown Av Uptown Av at Clarington Blvd to East End (Garnet Rickard Complex) 2029 43,890 4510 - Longworth Av Longworth Av at Regional Rd 57 to 265m E of Regional Rd 57 2029 134,597 4513 - Longworth Av Longworth Av at 263m E of Regional Rd 57 to 363m E of Regional Rd 57 2029 53,331 4517 - Longworth Av Longworth Av at Scugog St to Daley Dr 2029 108,753 4527 - Bottrell St Bottrell St at West Side Dr to Millburn Dr 2029 66,806 4537 - Sprucewood Cr Sprucewood Cr at Mearns Av to Guildwood Dr 2029 106,035 4556 - High St High St at Hogan Cr to Longworth Av 2029 73,797 4739 - Conc Rd 6 Conc Rd 6 at Highway 35 to Old Kirby Rd 2029 284,313 4776 - Conc Rd 8 Conc Rd 8 at Allin Rd to 400m E of Allin Rd 2029 151,478 4927 - Nash Rd Nash Rd at Holt Rd to Maple Grove Rd 2029 321,599 4960 - Conc Rd 6 Conc Rd 6 at 867m E of Washington Rd to Solina Rd 2029 147,594 5027 - Conc Rd 7 Conc Rd 7 at Bethesda Rd to Acres Rd 2029 318,492 5483 - Concession St Concession St at Prospect St to Elgin St 2029 69,913 5666 - Nash Rd Nash Rd at Townline Rd to Varcoe Rd 2029 163,130 5668 - Centerfield Dr Centerfield Dr at Hwy #2 to Nash Rd 2029 143,710 5685 - Queen St Queen St at Temperance St to Queen Ave 2029 163,130 54524 - Brookhouse Dr Brookhouse Dr at King Ave E to Harmer Dr 2029 108,753 Asset Management Plan 2022 | 128 Asset Asset Description Event Date Event Cost 54529 - Concession St Concession St at Elgin St to Center St 2029 104,869 54530 - Concession St Concession St at Center St to Liberty St 2029 93,217 54535 - Edward St Edward St at Harmer Dr to Brookhouse Dr 2029 104,869 54554 - Longworth Ave Longworth Ave at Argent St to Liberty St 2029 69,913 54557 - Mearns Ave Mearns Ave at Apple Blossom Blvd to Sprucewood Cr 2029 174,782 54561 - Nash Rd Nash Rd at Centerfield Dr to Tooley Rd 2029 89,333 54562 - Nash Rd Nash Rd at Fourth Ave to Courtice Rd 2029 186,434 54563 - Nash Rd Nash Rd at George Reynolds Dr to Trulls Rd 2029 217,507 54577 - Scugog St Scugog St at West Scugog Lane to Goodwin Ave 2029 77,681 54903 - Queen St Queen St at King St to Temperance St 2029 114,191 55089 - Darlington Blvd Darlington Blvd at Highway 2 to 120m S of Highway 2 2029 46,609 59252 - Nash Rd Nash Rd at Varcoe Rd to Centerfield Dr 2029 155,362 4090 - Baseline Rd Baseline Rd at Simpson Ave to Mearns Crt 2029 236,927 4097 - Concession St E Concession St E at Lambs Rd to Providence Rd 2029 322,376 4120 - Waverley Rd Waverley Rd at Martin Rd to Spry Ave 2029 40,006 4197 - Queen St Queen St at Lambert St S to St George St 2029 43,501 4237 - Concession St Concession St at Soper Creek Dr to Lambs Rd 2029 188,376 4502 - Clarington Blvd Clarington Blvd at Stevens Rd to North End Temporary Cul-de-Sac 2029 84,284 4618 - Old Scugog Rd Old Scugog Rd at Edmonson Av to North Limit of Hampton 2029 197,310 4644 - Millstream Ln Millstream Ln at Mill Dam to Old Scugog Rd 2029 77,681 4690 - Conc Rd 3 Conc Rd 3 at Highway 35 to Arthur St 2029 381,025 4921 - Concession St E Concession St E at Bragg Rd to Darlington Clarke Townline 2029 320,046 Asset Management Plan 2022 | 129 Asset Asset Description Event Date Event Cost 4922 - Nash Rd Nash Rd at Hancock Rd to Solina Rd 2029 320,046 4955 - Conc Rd 6 Conc Rd 6 at West Townline Rd to 0.1km W of Langmaid Rd 2029 427,246 5039 - Conc Rd 8 Conc Rd 8 at Regional Rd 57 to Lettner Rd Road Allowance 2029 302,956 5090 - Trulls Rd Trulls Rd at Pebblestone Rd to 900m N of Pebblestone Rd 2029 350,341 5103 - Solina Rd Solina Rd at Highway 2 to Nash Rd 2029 311,501 5104 - Solina Rd Solina Rd at Nash Rd to 600m N of Nash Rd 2029 233,043 54531 - Concession St Concession St at Appleblossom to Mann St 2029 85,449 54573 - Rudel Rd Rudel Rd at Edward St to Hwy#2 2029 112,637 53068 - Longworth Ave Longworth Ave at Liberty St TO Brooking St 2029 178,666 5162 - Old Scugog Rd Old Scugog Rd at Salter Ct to 500m N of Salter Ct 2029 53,779 3710 - Nash Rd Nash Rd at Harry Gay Dr to Hancock Rd 2029 119,240 4095 - Baseline Rd Baseline Rd at Bowmanville East Limits (Haines St) to Lambs Rd 2029 161,188 4688 - Conc Rd 3 Conc Rd 3 at Pollard Rd to Lockhart Rd 2029 321,599 4920 - Concession St E Concession St E at Providence Rd to Bragg Rd 2029 318,881 5091 - Trulls Rd Trulls Rd at 900m N of Pebblestone Rd to Taunton Rd 2029 444,724 5124 - Holt Rd Holt Rd at Highway 2 to Nash Rd 2029 577,558 54579 - Simpson Ave Simpson Ave at Hobb Dr to King St 2029 58,261 3923 - Southfield Ave. Southfield Ave. at Fenning Dr to Rosswell Dr 2030 144,603 4074 - Lake Rd Lake Rd at Port Darlington Rd to East End Cul- de-Sac 2030 328,428 4086 - Baseline Rd Baseline Rd at Hunt St to Duke St 2030 45,164 4235 - Concession St Concession St at Mann St to Kershaw St 2030 83,196 4347 - Simpson Av Simpson Av at 230m N of Baseline Rd to 427m N of Baseline Rd 2030 76,858 Asset Management Plan 2022 | 130 Asset Asset Description Event Date Event Cost 4501 - Clarington Blvd Clarington Blvd at Uptown Av to Stevens Rd 2030 54,672 54526 - Conc Rd 3 Conc Rd 3 at 100m E of West Scugog Ln to West Scugog Ln 2030 118,852 54536 - Fenning Dr Fenning Dr at Southfield Ave to 47m S of Cornish Dr 2030 75,273 3708 - Nash Rd Nash Rd at Courtice Rd to Harry Gay Dr 2030 202,048 Asset Management Plan 2022 | 131 Appendix 3: Bridges and Culverts 10-year Replacement Forecast Asset ID Asset Description Asset Type Event Date Event Cost 97 099534-LOT 12/13, CONC VII, DARLINGTON Bridge 2021 $ 379,000 477 093504-NORTH STREET Culvert 2021 422,000 485 095501-SOMERVILLE DRIVE, ORONO Culvert 2021 200,000 515 098509-LOT 7, CONC B/I, CLARKE Culvert 2021 193,000 516 098510-LOT 4, CONC B/I, CLARKE Culvert 2021 222,000 524 098518-LOT 29, CONC III/IV, CLARKE Culvert 2021 150,000 525 098519-LOT 29, CONC III/IV, CLARKE Culvert 2021 513,000 479 094010-MARTIN ROAD PEDESTRIAN UNDERPASS Culvert 2021 500,000 480 094501-PORT DARLINGTON ROAD Culvert 2022 292,000 519 098513-LOT 1, CONC I, CLARKE Culvert 2022 258,000 578 099125-LOT 35, CONC VIII, DARLINGTON Culvert 2022 723,000 600 099525-LOT 2, CONC V/VI, DARLINGTON Culvert 2022 489,000 74 099077-LOT 26/27, CONC II, DARLINGTON Bridge 2023 883,000 538 098533-LOT 25, CONC VI/VII, CLARKE Culvert 2023 302,000 540 098535-LOT 28/29, CONC VII, CLARKE Culvert 2023 436,000 579 099129-LOT 28, CONC VIII, DARLINGTON Culvert 2024 599,000 610 099536-LOT 1, CONC VII/VIII, DARLINGTON Culvert 2024 400,000 520 098514-LOT 16/17, CONC II, CLARKE Culvert 2025 327,000 535 098529-LOT 19, CONC V/VI, CLARKE Culvert 2025 346,000 593 099514-LOT 8/9, CONC III, DARLINGTON Culvert 2026 316,000 36 098047-LOT 4/5, CONC VI, CLARKE Bridge 2027 1,280,000 512 098506-LOT 6/7, CONC B, CLARKE Culvert 2027 280,000 492 095508-MILL STREET Culvert 2028 271,000 570 099065-LOT 17, CONC BF/I, DARLINGTON Culvert 2028 908,000 576 099111-LOT 20, CONC VII, DARLINGTON Culvert 2028 421,000 594 099515-LOT 34, CONC III/IV, DARLINGTON Culvert 2028 338,000 597 099520-LOT 22/23, CONC V, DARLINGTON Culvert 2028 262,000 493 095509-ROBINS ROAD Culvert 2029 301,000 530 098524-LOT 24/25, CONC V, CLARKE Culvert 2029 289,000 35 099045-LOT 20/21, CONC VII, DARLINGTON Bridge 2030 339,000 554 098548-LOT 28/29, CONC VIII, CLARKE Culvert 2030 297,000 582 099503-LOT 18/19, CONC BF, DARLINGTON Culvert 2030 182,000 Asset Management Plan 2022 | 132 Asset ID Asset Description Asset Type Event Date Event Cost 588 099509-LOT 20, CONC I/II, DARLINGTON Culvert 2030 280,000 471 091501-HILL STREET, NEWTONVILLE Culvert 2031 378,000 500 098055-LOT 8/9, CONC B, CLARKE Culvert 2031 574,000 558 098552 - Lot 32 Concession 7/8 Clarke Culvert 2031 393,000 589 099510-LOT 19, CONC I/II, DARLINGTON Culvert 2031 317,000 612 099538-LOT 10/11, CONC VIII, DARLINGTON Culvert 2031 282,000 613 099539-LOT 10/11, CONC VIII, DARLINGTON Culvert 2031 301,000 Asset Management Plan 2022 | 133 Appendix 4: Lifecycle Events per Storm Water Asset - Conduit Storm Sewer - Conduit (Concrete) Lifecycle Event Cost/M "Physical Condition" Rating Effect Approx . Lifecyc le Year Inspection - CCTV & Pipe Flushing $ 8.70 40 - 60 No Impact 40 Inspection - CCTV & Pipe Flushing $ 8.70 0-20 No Impact 70 Asset Replacement $1,078 0 Increase Condition to 100% 75 ** Conduit replacement costs varies significantly based on diameter and depth of the pipe. An average pricing was used based on the various sizes of concrete conduit in Clarington's inventory. Storm Sewer - Conduit (PVC) Lifecycle Event Cost/M "Physical Condition" Rating Effect Approx . Lifecyc le Year Inspection - CCTV & Pipe Flushing $8.70 40 - 60 No Impact 40 Inspection - CCTV & Pipe Flushing $8.70 0-20 No Impact 70 Asset Replacement $349 0 Increase Condition to 100% 75 ** Conduit replacement costs varies significantly based on diameter and depth of the pipe. An average pricing was used based on the various sizes of CSP conduit in Clarington's inventory. Storm Sewer - Conduit (VCP) Lifecycle Event Cost/M "Physical Condition" Rating Effect Approx . Lifecyc le Year Inspection - CCTV & Pipe Flushing $ 8.70 20-40 No Impact 30 Asset Replacement $1,078 0 Increase Condition to 100% 75 Asset Management Plan 2022 | 134 Appendix 5: Lifecycle Events per Storm Water Asset – Structures Storm Sewer - Catch Basin Structures (Single Grate) Lifecycle Event Cost/Unit "Physical Condition" Rating Effect Approx. Lifecycle Year Street Sweeping - Spring $ 54.06 - Maintains Condition Annually Street Sweeping - Fall $ 54.06 - Maintains Condition Annually Catch Basin Cleaning & Disposal Services $ 87.97 80 - 100 Maintains Condition 3 Catch Basin Cleaning & Disposal Services $ 87.97 80 - 100 Maintains Condition 6 Catch Basin Cleaning & Disposal Services $ 87.97 80 - 100 Maintains Condition 9 Catch Basin Cleaning & Disposal Services $ 87.97 80 - 100 Maintains Condition 12 Catch Basin Cleaning & Disposal Services $ 87.97 80 - 100 Maintains Condition 15 Catch Basin Cleaning & Disposal Services $ 87.97 60 - 80 Maintains Condition 18 Catch Basin Cleaning & Disposal Services $ 87.97 60 - 80 Maintains Condition 21 Resetting Initial $ 2,322.00 60 - 80 Maintains Condition 23 Catch Basin Cleaning & Disposal Services $ 87.97 60 - 80 Maintains Condition 24 Catch Basin Cleaning & Disposal Services $ 87.97 60 - 80 Maintains Condition 27 Catch Basin Cleaning & Disposal Services $ 87.97 60 - 80 Maintains Condition 30 Catch Basin Cleaning & Disposal Services $ 87.97 40 - 60 Maintains Condition 33 Catch Basin Cleaning & Disposal Services $ 87.97 40 - 60 Maintains Condition 36 Catch Basin Cleaning & Disposal Services $ 87.97 40 - 60 Maintains Condition 39 Inspection - CCTV $ 37.00 40 - 60 No Impact 40 Catch Basin Cleaning & Disposal Services $ 87.97 40 - 60 Maintains Condition 43 Catch Basin Cleaning & Disposal Services $ 87.97 20 - 40 Maintains Condition 46 Resetting 2 $ 2,322.00 20 - 40 Increases Condition to 60 - 80% 46 Catch Basin Cleaning & Disposal Services $ 87.97 20 - 40 Maintains Condition 49 Catch Basin Cleaning & Disposal Services $ 87.97 20 - 40 Maintains Condition 52 Catch Basin Cleaning & Disposal Services $ 87.97 20 - 40 Maintains Condition 55 Catch Basin Cleaning & Disposal Services $ 87.97 20 - 40 Maintains Condition 58 Catch Basin Cleaning & Disposal Services $ 87.97 0-20 Maintains Condition 61 Resetting 3 $ 2,322.00 0-20 Increases Condition to 40 - 60% 63 Catch Basin Cleaning & Disposal Services $ 87.97 0-20 Maintains Condition 66 Catch Basin Cleaning & Disposal Services $ 87.97 0-20 Maintains Condition 69 Inspection - CCTV $ 37.00 0-20 No Impact 70 Catch Basin Cleaning & Disposal Services $ 87.97 0-20 Maintains Condition 72 Asset Replacement $1,933 0 Increase Condition to 100% 75 Asset Management Plan 2022 | 135 Storm Sewer - Catch Basin Structures (Double Grate) Lifecycle Event Cost/Unit "Physical Condition" Rating Effect Approx. Lifecycle Year Street Sweeping - Spring $ 54.06 - Maintains Condition Annually Street Sweeping - Fall $ 54.06 - Maintains Condition Annually Catch Basin Cleaning & Disposal Services $ 175.94 80 - 100 Maintains Condition 3 Catch Basin Cleaning & Disposal Services $ 175.94 80 - 100 Maintains Condition 6 Catch Basin Cleaning & Disposal Services $ 175.94 80 - 100 Maintains Condition 9 Catch Basin Cleaning & Disposal Services $ 175.94 80 - 100 Maintains Condition 12 Catch Basin Cleaning & Disposal Services $ 175.94 80 - 100 Maintains Condition 15 Catch Basin Cleaning & Disposal Services $ 175.94 60 - 80 Maintains Condition 18 Catch Basin Cleaning & Disposal Services $ 175.94 60 - 80 Maintains Condition 21 Resetting Initial $ 2,322.00 60 - 80 Maintains Condition 23 Catch Basin Cleaning & Disposal Services $ 175.94 60 - 80 Maintains Condition 24 Catch Basin Cleaning & Disposal Services $ 175.94 60 - 80 Maintains Condition 27 Catch Basin Cleaning & Disposal Services $ 175.94 60 - 80 Maintains Condition 30 Catch Basin Cleaning & Disposal Services $ 175.94 40 - 60 Maintains Condition 33 Catch Basin Cleaning & Disposal Services $ 175.94 40 - 60 Maintains Condition 36 Catch Basin Cleaning & Disposal Services $ 175.94 40 - 60 Maintains Condition 39 Inspection - CCTV $ 37.00 40 - 60 No Impact 40 Catch Basin Cleaning & Disposal Services $ 175.94 40 - 60 Maintains Condition 43 Catch Basin Cleaning & Disposal Services $ 175.94 20 - 40 Maintains Condition 46 Resetting 2 $ 2,322.00 20 - 40 Increases Condition to 60 - 80% 46 Catch Basin Cleaning & Disposal Services $ 175.94 20 - 40 Maintains Condition 49 Catch Basin Cleaning & Disposal Services $ 175.94 20 - 40 Maintains Condition 52 Catch Basin Cleaning & Disposal Services $ 175.94 20 - 40 Maintains Condition 55 Catch Basin Cleaning & Disposal Services $ 175.94 20 - 40 Maintains Condition 58 Catch Basin Cleaning & Disposal Services $ 175.94 0-20 Maintains Condition 61 Resetting 3 $ 2,322.00 0-20 Increases Condition to 40 - 60% 63 Catch Basin Cleaning & Disposal Services $ 175.94 0-20 Maintains Condition 66 Catch Basin Cleaning & Disposal Services $ 175.94 0-20 Maintains Condition 69 Inspection - CCTV $ 37.00 0-20 No Impact 70 Catch Basin Cleaning & Disposal Services $ 175.94 0-20 Maintains Condition 72 Asset Replacement $3,460.00 0 Increase Condition to 100% 75 Asset Management Plan 2022 | 136 Storm Sewer - Catch Basin Structures (Triple Grate) Lifecycle Event Cost/Unit "Physical Condition" Rating Effect Approx. Lifecycle Year Street Sweeping - Spring $ 54.06 - Maintains Condition Annually Street Sweeping - Fall $ 54.06 - Maintains Condition Annually Catch Basin Cleaning & Disposal Services $ 263.91 80 - 100 Maintains Condition 3 Catch Basin Cleaning & Disposal Services $ 263.91 80 - 100 Maintains Condition 6 Catch Basin Cleaning & Disposal Services $ 263.91 80 - 100 Maintains Condition 9 Catch Basin Cleaning & Disposal Services $ 263.91 80 - 100 Maintains Condition 12 Catch Basin Cleaning & Disposal Services $ 263.91 80 - 100 Maintains Condition 15 Catch Basin Cleaning & Disposal Services $ 263.91 60 - 80 Maintains Condition 18 Catch Basin Cleaning & Disposal Services $ 263.91 60 - 80 Maintains Condition 21 Resetting Initial $ 2,322.00 60 - 80 Maintains Condition 23 Catch Basin Cleaning & Disposal Services $ 263.91 60 - 80 Maintains Condition 24 Catch Basin Cleaning & Disposal Services $ 263.91 60 - 80 Maintains Condition 27 Catch Basin Cleaning & Disposal Services $ 263.91 60 - 80 Maintains Condition 30 Catch Basin Cleaning & Disposal Services $ 263.91 40 - 60 Maintains Condition 33 Catch Basin Cleaning & Disposal Services $ 263.91 40 - 60 Maintains Condition 36 Catch Basin Cleaning & Disposal Services $ 263.91 40 - 60 Maintains Condition 39 Inspection - CCTV $ 37.00 40 - 60 No Impact 40 Catch Basin Cleaning & Disposal Services $ 263.91 40 - 60 Maintains Condition 43 Catch Basin Cleaning & Disposal Services $ 263.91 20 - 40 Maintains Condition 46 Resetting 2 $ 2,322.00 20 - 40 Increases Condition to 60 - 80% 46 Catch Basin Cleaning & Disposal Services $ 263.91 20 - 40 Maintains Condition 49 Catch Basin Cleaning & Disposal Services $ 263.91 20 - 40 Maintains Condition 52 Catch Basin Cleaning & Disposal Services $ 263.91 20 - 40 Maintains Condition 55 Catch Basin Cleaning & Disposal Services $ 263.91 20 - 40 Maintains Condition 58 Catch Basin Cleaning & Disposal Services $ 263.91 0-20 Maintains Condition 61 Resetting 3 $ 2,322.00 0-20 Increases Condition to 40 - 60% 63 Catch Basin Cleaning & Disposal Services $ 263.91 0-20 Maintains Condition 66 Catch Basin Cleaning & Disposal Services $ 263.91 0-20 Maintains Condition 69 Inspection - CCTV $ 37.00 0-20 No Impact 70 Catch Basin Cleaning & Disposal Services $ 263.91 0-20 Maintains Condition 72 Asset Replacement $4,987.00 0 Increase Condition to 100% 75 Asset Management Plan 2022 | 137 Storm Sewer – Maintenance Holes Lifecycle Event Cost/Unit "Physical Condition" Rating Effect Approx. Lifecycle Year Resetting Initial $ 1,670.00 60 - 80 Maintains Condition 23 Inspection - CCTV $ 37.00 40 - 60 No Impact 40 Resetting 2 $ 1,670.00 20 - 40 Increases Condition to 60 - 80% 46 Resetting 3 $ 1,670.00 20 - 40 Increases Condition to 40 - 60% 63 Inspection - CCTV $ 37.00 0-20 No Impact 70 Asset Replacement $ 8,814 0 Increase Condition to 100% 75 Asset Management Plan 2022 | 138 Appendix 6: Lifecycle Events per Storm Water Asset – Ponds Storm Water Ponds – Wet Lifecycle Event Cost/Unit "Physical Condition" Rating Effect Approx. Lifecycle Year Inspection $ - - No Impact Annually Minor Maintenance $ - - Maintains Condition Annually Major Maintenance $ - 60-80 Maintains Condition 5 Sediment Survey $ 3,833.00 60-80 No Impact 5 Major Maintenance $ - 60-80 Maintains Condition 10 Sediment Survey $ 3,833.00 40-60 No Impact 10 Sediment Survey $ 3,833.00 40-60 No Impact 15 Sediment Cleanout / Structure rehab $ 286,000.00 20-40 Increases Condition to 80-100% 15 Major Maintenance $ - 60-80 Maintains Condition 20 Sediment Survey $ 3,833.00 60-80 No Impact 20 Major Maintenance $ - 60-80 Maintains Condition 25 Sediment Survey $ 3,833.00 40-60 No Impact 25 Sediment Survey $ 3,833.00 40-60 No Impact 30 Sediment Cleanout / Structure rehab $ 286,000.00 20-40 Increases Condition to 80-100% 30 Major Maintenance $ - 60-80 Maintains Condition 35 Sediment Survey $ 3,833.00 60-80 No Impact 35 Major Maintenance $ - 60-80 Maintains Condition 40 Sediment Survey $ 3,833.00 40-60 No Impact 40 Sediment Survey $ 3,833.00 40-60 No Impact 45 Sediment Cleanout / Structure rehab $ 286,000.00 20-40 Increases Condition to 80-100% 45 Major Maintenance $ - 60-80 Maintains Condition 50 Sediment Survey $ 3,833.00 60-80 No Impact 50 Major Maintenance $ - 60-80 Maintains Condition 55 Sediment Survey $ 3,833.00 40-60 No Impact 55 Sediment Survey $ 3,833.00 40-60 No Impact 60 Sediment Cleanout / Structure rehab $ 286,000.00 20-40 Increases Condition to 80-100% 60 Major Maintenance $ - 60-80 Maintains Condition 65 Sediment Survey $ 3,833.00 60-80 No Impact 65 Major Maintenance $ - 40-60 Maintains Condition 70 Sediment Survey $ 3,833.00 40-60 No Impact 70 Sediment Survey $ 3,833.00 20-40 No Impact 70 Full Reconstruction (Average for 23 Facilities at 70% Replacement) $ 245,160.00 20-40 Increases Condition to 100% 75 Asset Management Plan 2022 | 139 Storm Water Ponds –Dry Lifecycle Event Cost/Unit "Physical Condition" Rating Effect Approx. Lifecycle Year Inspection $ - - No Impact Annually Minor Maintenance $ - - Maintains Condition Annually Major Maintenance $ - 60-80 Maintains Condition 5 Sediment Survey $ 3,833.00 60-80 No Impact 5 Major Maintenance $ - 60-80 Maintains Condition 10 Sediment Survey $ 3,833.00 60-80 No Impact 10 Major Maintenance $ - 40-60 Maintains Condition 15 Sediment Survey $ 3,833.00 40-60 No Impact 15 Sediment Survey $ 3,833.00 20-40 No Impact 20 Sediment Cleanout / Structure rehab $ 214,500.00 20-40 Increases Condition to 80-100% 20 Major Maintenance $ - 60-80 Maintains Condition 25 Sediment Survey $ 3,833.00 60-80 No Impact 25 Major Maintenance $ - 60-80 Maintains Condition 30 Sediment Survey $ 3,833.00 60-80 No Impact 30 Major Maintenance $ - 40-60 Maintains Condition 35 Sediment Survey $ 3,833.00 40-60 No Impact 35 Sediment Survey $ 3,833.00 20-40 No Impact 40 Sediment Cleanout / Structure rehab $ 214,500.00 20-40 Increases Condition to 80-100% 40 Major Maintenance $ - 60-80 Maintains Condition 45 Sediment Survey $ 3,833.00 60-80 No Impact 45 Major Maintenance $ - 60-80 Maintains Condition 50 Sediment Survey $ 3,833.00 60-80 No Impact 50 Major Maintenance $ - 40-60 Maintains Condition 55 Sediment Survey $ 3,833.00 40-60 No Impact 55 Sediment Survey $ 3,833.00 20-40 No Impact 60 Sediment Cleanout / Structure rehab $ 214,500.00 20-40 Increases Condition to 80-100% 60 Major Maintenance $ - 60-80 Maintains Condition 65 Sediment Survey $ 3,833.00 60-80 No Impact 65 Major Maintenance $ - 40-60 Maintains Condition 70 Sediment Survey $3,833.00 40-60 No Impact 70 Full Reconstruction (Average for 15 Facilities at 70% Replacement) $ 204,955.00 20-40 Increases Condition to 100% 75 Clarington | Storm Sewer Risk Assessment Report | December 2021| Page | Storm Sewer Risk Assessment Report December 2021 © 2021, Municipality of Clarington. All rights Reserved. The preparation of this project was carried out with assistance from the Government of Canada and the Federation of Canadian Municipalities. | Notwithstanding this support, the views expressed are the personal views of the authors, and the Federation of Canadian Municipalities and the Government of Canada accept no responsibility for them. Table of Contents 1.0 Introduction/Background ....................................................................................................................... 1 2.0 Methodology ........................................................................................................................................... 2 2.1 Compilation and Review of Available Data ......................................................................................... 2 2.2 Limitations of Available Data .............................................................................................................. 3 2.3 Criteria Used in the Analyses .............................................................................................................. 3 2.4 Data Needs for Modelling ................................................................................................................... 5 2.5 Filling Data Gaps and QA/QC Efforts ................................................................................................... 5 2.6 Data Layers Produced ......................................................................................................................... 5 2.7 Development of Models ..................................................................................................................... 5 2.8 Creation of 5-year Storm File .............................................................................................................. 9 3.0 Results ................................................................................................................................................... 10 4.0 Recommendations ................................................................................................................................ 13 5.0 References ............................................................................................................................................ 14 Appendices A – H - Stormsewer System Mapbooks by Community Table of Figures Figure 1 - Portions of study area in which subcatchment data was available. ............................................. 2 Figure 2 - Distribution of Pre-1985 Storm Sewer systems within the study area......................................... 4 Figure 3 - Mostert station IDF data imported into PCSWMM for creation of 5-year Storm ........................ 9 Figure 4 - Sample results for sewer network in Bowmanville (B04) ........................................................... 10 List of Tables Table 1 - Table 3 from O.Reg. 588/17 ........................................................................................................... 1 Table 2 - Number of systems to be modelled by Community ...................................................................... 4 Table 3 - Impervious area as a percentage of land use ................................................................................ 6 Table 4 - Estimates of Manning’s roughness coefficient for overland flow ................................................. 7 Table 5 - Runoff curve numbers for selected land uses (for antecedent moisture condition II).................. 8 Table 6 - Average moisture limits and saturated hydraulic conductivity for different soil types ................ 9 Table 7 - Summary of sewer system resiliency to the 5-year storm by urban area/hamlet ...................... 11 Clarington | Storm Sewer Risk Assessment Report | December 2021| Page | 1 1.0 Introduction/Background The Ganaraska Region Conservation Authority has partnered with the Municipality of Clarington to undertake an assessment to confirm the percentage of the municipality’s storm sewer system resilient to a 5 year storm. This analysis was needed to fulfill the requirements of the Province’s regulation regarding Asset Management Planning for Municipal Infrastructure (O. Reg. 588/17). Table 3 from the Regulation is shown in Table 1 below. Table 1 - Table 3 from O.Reg. 588/17 Clarington | Storm Sewer Risk Assessment Report | December 2021| Page | 2 2.0 Methodology 2.1 Compilation and Review of Available Data The initial stage of the project involved discussions with Clarington staff to ascertain the data that were available for the purposes of the study. The municipality had retained AECOM (formerly Totten Sims Hubicki) to undertake an inventory of their storm sewer system and represent this information in a Geographic Information System (GIS). This information proved to be essential to completing the analysis. The information provided by Clarington staff included the following: GIS shapefiles for storm sewer outlets, junctions (structures), catch basins (CBs) and conduits (pipes) GIS shapefiles depicting the limit of registered plans of subdivisions within the municipality GIS shapefiles indicating the location of stormwater management (SWM) ponds and their associated drainage areas GIS shapefiles of storm sewer outlet, junctions, CBs and conduits for infrastructure owned by the Region of Durham GIS shapefiles of subcatchment areas draining to stormwater infrastructure (i.e. CBs and maintenance hatches (MHs)) for a portion of the study area As noted above, the drainage areas/subcatchments associated with the storm sewer systems was incomplete, providing coverage for roughly twenty percent of the study area. Available subcatchment areas are depicted in Figure 1 below. Figure 1 - Portions of study area in which subcatchment data was available. Clarington | Storm Sewer Risk Assessment Report | December 2021| Page | 3 It should be noted that sewer design sheets and supporting SWM reports for developments were not available from the municipality for this work. Once the data was received from the municipality, the data was reviewed for completeness and errors, and was compiled into 171 independent storm sewer networks for the study area. 2.2 Limitations of Available Data While the data provide by the municipality was very helpful, there were limitations to the data that posed some challenges in completing the analyses. They included: Subcatchment information was only available for approximately twenty percent of the storm sewer systems. Some sewer systems had incomplete or partial coverage of subcatchment area information. Some sewer system components were missing data for various attribute fields i.e. elevation data for selected outlets, junctions and conduits. Subcatchment attribute data included area and runoff coefficients but did not include any slope, length or width information. These had to be measured or estimated by the study team using GIS or the modelling software. The provided subcatchments were generally reliable however some errors in subcatchment boundaries were noted and were corrected/revised where possible. The vertical datums associated with the data were not referenced but were assumed to be in CGVD1928. The limitations of the data created the need for a significant level of additional effort to prepare the data for use in the modelling software. 2.3 Criteria Used in the Analyses The criteria to be used in the analyses were discussed with Clarington staff and it was agreed to include the use of the 5-year storm Yarnell intensity duration frequency (IDF) curve. While not formally noted in the municipal standards, it has been confirmed that this standard has been applied in Clarington for sizing of minor system/storm sewers since at least 1985 (pers. Comm. Benson-Lisinski/Mavin). It is likely that the standard was applied from the establishment of Regional Government in 1974 but it was agreed that 1985 is a conservative estimate for the purposes of the study. As such, the assumption was made that any storm sewer systems built since 1985 were assumed to have adequate capacity given that the 5-year standard was used in sizing these storm sewer systems. Through the application of this criteria, detailed modelling would be focused on those systems that were constructed prior to 1985. This reduced the number of sewer systems to model from 171 to 33. The distributions of those systems within the communities within the Municipality of Clarington are summarized in Table 2 below. Clarington | Storm Sewer Risk Assessment Report | December 2021| Page | 4 Table 2 - Number of systems to be modelled by Community Community Number of Storm Sewer Systems Modelled Bowmanville 19 Courtice 3 Hampton 4 Newcastle 1 Orono 6 The distribution of Pre-1985 Storm Sewer systems within the study area are depicted red within Figure 2 below. Figure 2 - Distribution of Pre-1985 Storm Sewer systems within the study area Clarington | Storm Sewer Risk Assessment Report | December 2021| Page | 5 2.4 Data Needs for Modelling The software package selected for use in the analyses was PCSWMM. PCSWMM is advanced modelling software based on the U.S. Environmental Protection Agency’s Storm Water Management Model version 5 (SWMM 5). The key data requirements for the software are indicated below: An accurate and complete subcatchment layer A digital elevation model (DEM) which is needed for use of the watershed/subcatchment delineation tool A complete storm sewer network with all relevant attributes Pipe/conduit sizes in meters (not millimeters) Consistent naming conventions to ensure proper importation of network into model to match fields and link nodes to conduits Subcatchment parameters (area, flow length, width, slope, soil information, etc.) Environment Canada data used to develop Clarington rainfall data from rainfall gauge 2.5 Filling Data Gaps and QA/QC Efforts The study team put forth extensive efforts to fill data gaps and ensure the data could be used in the modelling software. This included the following efforts: Created networks from shapefiles for 171 storm sewer systems Cleaned up attribute information where errors and gaps existed with a focus on the 33 systems to be modelled Converted pipe/conduit sizes (diameters) from millimeters to meters Converted subcatchment area values from meters squared to hectares Corrected naming errors/inconsistencies Interpolated and/or estimated elevations where data was missing (using PCSWMM) Matched fields to link model elements Summarized storm sewer systems by age 2.6 Data Layers Produced The study team produced a number of data products for use in the analyses. These included the following: Soil layer for the study area from the Ontario Geological Survey (OGS) Processing of light detecting and ranging (LiDAR) data to create a digital elevation model (DEM) for each urban area within the study area Use of the DEM to produce a flow trends layer to assist in subcatchment delineation efforts Separation of relevant sewer system shapefiles into individual networks by age to establish the pre and post 1985 storm sewer systems for each of the 171 outlets, including the 33 networks to be modelled in PCSWMM 2.7 Development of Models Once data gaps were filled and QA/QC completed, models were created for each of the 33 pre-1985 storm sewer systems The DEM and sewer networks were imported in PCSWMM and the watershed delineation tool (WDT) was used to create subcatchments for areas where they were not provided/did not exist. Subcatchments were reviewed in conjunction with the flow trends layer, and were Clarington | Storm Sewer Risk Assessment Report | December 2021| Page | 6 lumped/joined/split and adjusted where required using the editing tools within PCSWMM. Subcatchments were combined where older and newer systems were joined or linked. Sewer networks were highlighted in the map screen and reviewed in profile view for appropriate elevations, slopes and connectivity. In instances where rim elevations were not available the DEM elevations at the manhole location were used as a surrogate value. Where manhole depths were not available, an estimate was made based on the invert elevations of adjacent pipes. A general assumption of two metres was considered a reasonable proxy. Subcatchment outlets were reviewed to confirm that they were draining to the correct manhole outlet. Subcatchment widths and flow lengths were reviewed and edited where necessary. Subcatchment slopes were also reviewed if available. In the absence of any data, an average slope value of 2% was assumed. Subcatchment impervious levels were reviewed and edited to generally reflect the given land use. Percent impervious values were taken from Table 3-1 from SWMM manual (see reproduced image in Table 3 below). Table 3 - Impervious area as a percentage of land use Clarington | Storm Sewer Risk Assessment Report | December 2021| Page | 7 Manning’s n values were reviewed and adjusted for impervious and pervious areas. Values were assigned based on data within Table 3-5 of SWMM manual, presented in Table 4 below: Table 4 - Estimates of Manning’s roughness coefficient for overland flow The SCS ‘Curve Number’ was selected as the ‘infiltration method’ to be used in the model. Appropriate curve numbers were selected based on soils and land use within subcatchment as per Table 5 (from Table 4-9 of SWMM manual). Clarington | Storm Sewer Risk Assessment Report | December 2021| Page | 8 Table 5 - Runoff curve numbers for selected land uses (for antecedent moisture condition II) Hydraulic conductivity values were reviewed and edited to reflect saturated hydraulic conductivity values for the relevant soil groups based on Table 5-3 of the SWMM manual (reproduced in Table 6 below). Clarington | Storm Sewer Risk Assessment Report | December 2021| Page | 9 Table 6 - Average moisture limits and saturated hydraulic conductivity for different soil types 2.8 Creation of 5-year Storm File Rainfall data from Environment Canada’s Atmospheric Environment Service (AES) rain gauge at the Bowmanville Mostert station was used to develop a 5-year rain event for use in the model (see Figure 3 below). As per Clarington standards, the Yarnell distribution was used and a 6 hour storm distribution was selected. Figure 3 - Mostert station IDF data imported into PCSWMM for creation of 5-year Storm Clarington | Storm Sewer Risk Assessment Report | December 2021| Page | 10 3.0 Results Models were created and analyzed for all 33 storm sewer systems which were constructed (or had components constructed) prior to 1985. The rendering tool was used in the software to colour-code system components based on performance. Pipe capacity results are displayed as follows: 0 – 80% capacity is displayed as green 80 – 100% capacity is displayed as yellow 100%+ is displayed as red The results of the analyses are depicted in the maps within the project map book in Appendices A through H. A graphical sample of the results for Bowmanville Network 4 (B04) is shown in Figure 4 below. Figure 4 - Sample results for sewer network in Bowmanville (B04) Clarington | Storm Sewer Risk Assessment Report | December 2021| Page | 11 Tabular results for all modelled sewer systems by urban area are summarized in Table 7. Table 7 - Summary of sewer system resiliency to the 5-year storm by urban area/hamlet Storm Sewer System <80% Capacity 80 to 100% Capacity >100% Capacity Total Conduits Bowmanville B01 25 1 8 34 B02 54 1 0 55 B03 99 3 2 104 B04 23 6 6 35 B07 12 0 0 12 B09 11 0 2 13 B13 26 7 2 35 B14 28 13 20 61 B16 5 1 3 9 B17 45 2 2 49 B20 45 6 11 62 B21 39 2 8 49 B25 16 2 1 19 B30 26 0 0 26 B31 24 7 3 34 B32 29 2 3 34 B34 66 14 6 86 B53 69 3 4 76 Assumed after 1985 1602 0 0 1602 Totals: 2244 70 81 2395 Burketon Assumed after 1985 1 0 0 1 Totals: 1 0 0 1 Courtice C03 9 1 0 10 C07 4 0 0 4 C20 16 1 1 18 Assumed after 1985 1457 0 0 1457 Totals: 1486 2 1 1489 Hampton H02 3 0 1 4 Clarington | Storm Sewer Risk Assessment Report | December 2021| Page | 12 H05 3 2 1 6 H06 8 1 2 11 Assumed after 1985 15 0 0 15 Totals: 29 3 4 36 Newcastle N10 34 0 1 35 Assumed after 1985 558 0 0 558 Totals: 592 0 1 593 Newtonville Assumed after 1985 13 0 0 13 Totals: 13 0 0 13 Orono O01 2 0 0 2 O02 10 0 0 10 O03 12 0 0 12 O04 2 0 0 2 O05 5 0 1 6 O06 14 1 2 17 Assumed after 1985 59 0 0 59 Totals: 104 1 3 108 Tyrone Assumed after 1985 6 0 0 6 Totals: 6 0 0 6 System-Wide Totals <80% Capacity 80 to 100% Capacity >100% Capacity Total Conduits No. of Conduits 4475 76 90 4641 Percentages 96.42 1.64 1.94 100 As noted in the Table 7 above, the percentage of the municipal stormwater management system resilient to a 5-year storm is 98.06%. Clarington | Storm Sewer Risk Assessment Report | December 2021| Page | 13 4.0 Recommendations As within any asset management program, ongoing data development and improvement are needed. Similarly, supporting models require regular updating and maintenance to remain reflective of the asset system. As such, the study team has summarized a number of recommendations for consideration by the Municipality of Clarington. Subcatchment information should continue to be developed into a GIS format (and refined as necessary) for all of the stormwater infrastructure within the municipality to assist in future analyses. Continued efforts should be made to fill data gaps and correct errors in outlet, junction and conduit data within the sewer network through additional survey efforts to ensure accuracy. While the assumption that any storm systems built since 1985 have adequate capacity is reasonable (given that the 5-year standard was used in sizing these storm sewer systems), it is recommended that these systems be analyzed in future models to confirm this assumption once a complete subcatchment layer is available in GIS for all storm sewer systems within the municipality. It is recommended that boundary conditions for all outlets be confirmed with riverine hydraulic models (where applicable) and updated as models are improved/updated. The Yarnell 5-year storm IDF curve was used as the rainfall input in the PCSWMM models. It is recommended that additional analyses be carried out to test storms of varying durations to confirm the sensitivity of the storm systems and further identify portions of the system that may require further investigation or future improvements. Further analysis of sewer system performance is recommended for connected systems that share junctions and conduits to fully understand the hydraulic interactions between systems under various events and flow conditions, i.e. B34 and B40, B53 and B70, etc. Further analysis of Network 34 in Bowmanville (B34) is recommended to understand the interactions with Networks B12 and B25 along the CPR corridor between Scugog Street and Liberty Street. The B34 model should be expanded to include system outlets and inlets in addition to storage and conveyance functions of the CPR drainage system. Consideration should be given to transitioning data resources to the new Canadian standard vertical datums (CGVD2013) to align with LiDAR standards. This will allow for many additional future modelling benefits, such as developing coupled networks to show hydraulic interactions between 1D conduit flow and 2D surface flow. This approach will be particularly beneficial in assessing future climate change impacts. APPENDIX A – MAP BOOK FOR BOWMANVILLE BOWMANVILLE AVENUE W ILLIAM F AIR DRI VE CROMBIE STREETKENNETH COLE DR IVE FRED JACKMAN AV E NUE BR UCE CA M E R O N DRIVE B RUCE C AME R O N DRIVE HENRY S MI T H AVEN UE ALBERT CHRISTIE STREETB85-105AB85-1 11 B85-105 B8 5-11 9 B85-115B85-113B85-121B85-1 17 MAP 1 MAP 2 MAP 4 MAP 5 025507510012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 1 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. BR UC E CAMERON DR IVE FRED JACKMAN AVENUE CROMBI E S T R E E T BILL COLE C O U R T WILLIAM FAIR DRIVEALBERT CHRISTIE STREETMOSES C R ESCENTARTHUR MCLAUGHLIN STREETMIDDL E ROADB69-263B85-113 B69-265B69-267B69-269MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 2 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. HIGH AM PLACEM O SE S C R E S C E NTMIDDLE ROADSYDE L C O U RT HARRY LEE CRESCENT B69-263B69-269B69-265B69-267 MAP 2 MAP 3 MAP 5 MAP 6 MAP 7 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 3 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. EDWIN CARRSTREETN ORTHGL EN BOULEV ARD WILLIAM FAIR DRI V E CROMBIE STREETOLD SCUGOG ROADG AUD G A T E KENNETHCOLE DR I VEJOHN MATTHEWCRESCENTFRED JAC K M A N A V E N U E OLD SCUGOG COURTCA REY L ANEBOWMANVILLE AVENUESIDNE Y RUND L E A VENUE RO BB LAN EJACK ROACHSTREETR ICH A RD DA VI ES CRE S C ENT RAY R ICHARD S STREETB8 5 - 085 B85-101B85- 0 3 1B85-121 B85- 0 2 5 B85-00 5 B8 5- 0 4 7 B 8 5 -001 B 85-097 B 8 5-0 3 7 B8 5-017B85-093B85-111 B8 5-0 73 B85-045B85 -079 B85-065B85-091B85-039B85-043B85-041B85-0 99 B85-119 B85-033B85-0 27 B85-113 B85-081 B8 5-083 B85-069 B85-055B85-059B85-067B85-057B85-115B85-105 B85-05 1B85-075B85-013 B85-089 A B85-053 B 85-091A B 8 5-057 AB85-109B85-095B8 5-029B85-105AB85-063 B85-003 B85 -015 B 85-0 7 1B85-089B85-021B85-087B85-117 B85-103 B85-077 B85-061B85-107B85 MAP 1 MAP 2 MAP 4 MAP 5 MAP 12 MAP 13 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 4 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. FRED JACKMAN AVENU E JEROME WAYRONALD HO OPER A V E NUECROMBIE STREETLOA NA LAN E NOR T HG LEN B OULEVA R D EDWIN CARR STREETROBB L A NE TAIT CRESCENTTAIT CRESCENT SID NE Y RU NDLE AV ENUE CA REY L ANE MID DLEROADK E N NETH C O L E D RIVE MOSES C R E S C E N T B85-059 B85-00 7B85-035 B85 -02 5 B8 5-029 B85-049 B85-001B85-041 B85-113 B85-071 B 8 5-0 3 7 B8 5-073 B85-045B69-263B85-065 B 8 5 -063B85-039B69-265B69-261B85 -0 27 B85-013B85-017AB85-003 B85-015 B85-0 17 B 8 5 -005 B85-009B85-019B85-021MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 12 MAP 13 MAP 14 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 5 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. TAIT CRESCE N T N ORTHG L E N B O U LE VAR DJEROME WAYLOA NA LAN E CONCE S S I O N R O A D 3HIGHAM PLACEDOUGLAS KEMP CRESCENTCONCESSI ON R OAD 3 R ONALD H O O P E R AVEN U E MIDD LEROADJOHN STALKER DRIVE MOSES C R E S C E N T THOMAS B I RD STREETMIDD LEROADBILL H UTCHIN SON C RES CENT DO U G LAS K E MP C RESCE N T HARRY LEE C R E S C E N T B 6 9 - 2 3 7 B69-095B69-23 1 B69-239B69-229B69-099B69-263B69-253 B69-2 41B69-265B69-261B69-257B69-259B69-251 B69-245 B69-24 3 B69-23 3B69-255B69-249 MAP 2 MAP 3 MAP 5 MAP 6 MAP 7 MAP 13 MAP 14 MAP 15 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 6 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. LIBERTYSTREETNORTH GI MBLETTSTREETJO H N TAYL O R DRIV E BI LL HUTCHINSON CRESCENT RO NALD H O O PER AV E N U E C ONCES SI O N R O A D 3 COURTNE Y ST R E ETDAVID BAKER COURTDOUGLAS KEMP CRESCENTNORTHGLEN BOULEVARDHARRY LEE CRESCENTMCCORKELLSTREETTHOMAS B IRD STREET KEE LE R C RES C E N T REBECCA CO U R T B70-303B70 - 297 B70-161B7 0-18 7 B70-209 B70-2 87 B70-289B70-159B70-217B70-163B70-2 8 5 B70 -2 91 B 70-211 B 7 0-2 15 B 70-305B70-295B6 9-243 B70-185B70-279B 7 0 -207 B70-197B70-203B70-199B70-205B70-281B70-293B70-213 B70 -201 B 6 9-245 B 69-24 7 MAP 3 MAP 6 MAP 7 MAP 8 MAP 14 MAP 15 MAP 16 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 7 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. FENWIC K AVEN U ELIBERTY STREET NORTHCOURT N E Y ST REET ALLISON STREET C O N C ES SIO N ROAD 3 MCCORKELLSTREETKEELERCRESCENTCOPELAND GATEHANNI NGCOURTEL FO R D D R IV E REBEC C A C O U R T FREE LAN D AVENU E POMEROYSTREETJEN N IN GS D RI V E B5 5-0 77B70-193B70-177B55 -24 5 B70-161B70-189B55-255B70-205 B55-097 B70-183B55-079B55-253B70-19 5 B70-2 07 B70-157B55-283B55-081B 5 5 - 0 8 7B55-251B55-095 B70-163 B55-28 1 B 7 0 -159 B 55-083B55-249B55-23 9B55-091B55 -2 57 B70-197B70-203B70-199B55-093B70-1 75 B70-1 8 7 B55-247B70-185B70-181B7 0-17 3 B70-179B70-191B70 -201 B55-0 85 B B55-24 1 B5 5 -243B55-085AMAP 7 MAP 8 MAP 9 MAP 15 MAP 16 MAP 17 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 8 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. E L FO R D DRI V E LADDCOURTLOBBCOURTB A T E S C O U R T CHAM PIN E SQ UARE FENWICK AVENUECOPELAND GATEFREELANDAVENUEJOLLOW DR IVE RICKAB YSTREETPOMEROYSTREETCONC E SSION R O A D 3 CH AMPI N E SQ UARE B5 5 - 0 6 1 B 5 5 -21 9 B55-065 B5 5-077 B55-267 B5 5 -207 B55-209 B55-283B5 5 - 2 2 1 B5 5-0 8 9 B 55-25 7 B55-081B 5 5 - 0 8 7 B55-231B55-075B 5 5 - 2 1 5B55-079B55-071 B5 5-2 1 7 B55-095 B55-235B55-243 B 5 5 -21 1 B5 5-2 81 B55-073B55-213 B55-0 6 9 B5 5 - 2 3 3 B55-063B55- 0 3 9 B 55-083 B55-043B5 5-111 B55-223B 55-2 0 5 B55-109B55-045B55-059B55-225AB55-101B55-091B55-057B55-271 B55 -273 B 55-269 B55-041B55-105B55-047B55-055B 5 5 - 0 9 9 B55-067B55-093B 5 5-107 B55 -051 B 5 5-239 B55-24 1 B55-053 B 55 -103 B 55-097 B 5 5 -049 B55-225BB55-229MAP 8 MAP 9 MAP 10 MAP 16 MAP 17 MAP 18 025507510012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 9 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. CROUGHSTREETMA XWELL COURT F R EEL AN D AVENU E RICKABY STREETH OOP ER S QU A R E MEARNS AVENUEJOLLOWDRIVE HA NN A D RIVE CONCE S SI O N R O A D 3 CHAMPINE SQUAREHOOP E R SQUA RE B55 - 2 6 5 B5 5 -2 07 B55-021 B 5 5 -21 1 B55-209 B55-125 B 5 5 - 2 1 5 B5 5-2 1 7B55-223B55-213B55-017B55-037 B55- 039 B55-027 B 55-1 13 B55-271 B55-043B5 5-111 B55-033B59 -0 1 1 B55 -109 B55-225A B5 5-267 B 55-269 B55-035B55-041B55-263B59-013B59-015B55-227B55-117BB55-025B55-119B55-029 B 5 5-20 5 B59-017B55-031B55-023B 55-121 B55-0 49 B55-115 B55-019B5 5-123 B55-117A B55-225BB55-261 MAP 9 MAP 10 MAP 11 MAP 17 MAP 18 MAP 19 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 10 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. CROUGHSTREETHANNA DRI V E B59-007B59-009B5 9 -0 1 1 B59 -017 B59-013B59-015MAP 10 MAP 11 MAP 18 MAP 19 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 11 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. NASH ROAD NO R T H S C U G O G C O U R T C ONCES SION ROAD 3OLD SCUGOG COURTBOWMANVI LLE AVENUEB85-005B85-055B85-001 B79-003 B85-013B 7 9-00 1 B85-053 B85-003 B79 -00 5 B79 B85 MAP 4 MAP 5 MAP 12 MAP 13 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 12 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. HO CKL EY AVE N UE BONS AVE NUE TAIT CRESCENT NORTH S CUG O G C OURT DA N SHE EH AN L A NE EDWIN CARRSTREETWES TOVER D R IVE PI PER CRESCENTBOWMANVILLE AVENUETAIT CRESCENTWEST SCUGOG LANE CON CE SS ION R OAD 3 G O O D A L L C R E S C E N T B69-15 7B69-179B69 -145B69-045B69-215B69-04 3 B69-161B69-219B 6 9 - 1 2 5 B85-001 B 6 9 -1 75 B 69-1 63 B69-135B69-185B6 9 -2 1 3 B69- 2 0 9 B69-197B69-189B69-041B 6 9-191 B69-19 9 B69-19 5B69-183B69-137 B 69-13 9 B6 9 -04 7 B 69-1 67 B69-193 B 6 9-21 7 B69-187 B 69-111B6 9 - 1 0 9 B69-181 B69-133B69-201B85-013 B6 9 - 0 3 5B69-169B6 9 -039 B 6 9 - 0 3 7 B85-005 B69-211B69-129B69-131B69-165B69-171B6 9 - 2 0 3 B 6 9-113 B6 9 -20 5 B6 9 - 2 0 7 B69-143 B69-155B69-151B85-011B69-159B69-173 B69 -17 1 E B69-149 B85-003 B 69-135EB85-009B69-141MAP 4 MAP 5 MAP 6 MAP 12 MAP 13 MAP 14 MAP 20 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 13 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. CONCE S SI O N R O A D 3 M I D D L E R O A D NOR TH SCUG OG C OURT TAIT CRESCE N T COL VI L LE AVEN UE TAIT CR E S C E N T CONCES S I O N ROAD 3 H O CKLEY A V E N UE GOODALLCRESCENTBO NS AV ENUESCUGOGSTREETNICKSSTREET WYSE GATEC HIL D S COUR T KA U K O N E N CO U R T SCUGOG STREETGOOD A L L C R E S C E N T CO URTNEY S T REET WE S T SC UGO G L A NEPIPER CRESCENTLUNNEYCRESCENTB69 -127 B 6 9 - 2 3 7 B69-153B69-15 7 B 6 9-016B69-017B69-119B69-101B69 -051 B7 0 -267 B69-065B69-059B69-081B6 9 - 0 5 5 B6 9 - 2 3 1 B69-129 B69-0 53 B70-223B69-161 B 6 9 - 1 2 5 B69-061B69-063 B69-147 B69-239B69-075B69-117B69-041B 69-103B69-1 2 1 B69-0 73 B 6 9 -08 3 B69-0 6 9 B 6 9-163 B 69-1 67 B6 9-079 B69-0 91B69-249B6 9 - 1 0 5 B 69-111B6 9 - 1 0 9 B69-115B6 9-087 B70-26 1 A B69-24 1 B69-057B69-169B70-221B6 9 -039 B 6 9 - 0 3 7 B69-071B69-223B69-165 B69-107B 6 9-113 B 69-1 71E B6 9 - 0 3 5 B6 9 -03 3 B69-227B69-095B69-099bB69-06 7 B69-123 B69-093B69-085B69-097 B6 9-155B69-229B69-173B69-159 B69-149 B69-233 B69-021B70-271B69-151B 69-077 B 6 9-089 B69-099 B7 0-269 B7 0 -273 B69-049B69-023B69-225MAP 5 MAP 6 MAP 7 MAP 13 MAP 14 MAP 15 MAP 20 MAP 21 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 14 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. SCUGOG STREETB O NS A VENUE L A U R E LW O O D S T R E E T GIM BLETTSTREETCOLV ILL E AVENU E WYSE GATEWILL EYDRIV EALLWORTHCRESCENTGOODW IN AVENUEBROUG H COURT DARRYL CASWELL WAY CO URTNEY STREET BIRMIN GHAM AVENUEALLWORTHCRESCENTHONEYMANDRIVEB 7 0 - 2 3 3B69-221B70-087B70-303B70 -061B70-251B70-069B 6 9-016B69-017 B70-171 B 7 0 -1 1 1B69-101B70-123B70-299B 7 0- 2 7 7 B70-213B70-117B70-209 B70-287 B70-283 B70-159 B70-103B70-2 49 B7 0 -223 B 7 0 - 2 4 3 B70-075B70 -1 01 B 7 0 - 2 3 5 B7 0-1 33 B70-307 B70-121B70 -129 B70-1 4 1B70-161B70-165B7 0-225 B70-247B70-2 8 5 B70-291 B70-211 B70-137B70-301 B 7 0 - 2 3 1 B7 0 - 0 7 3B70-169B 7 0 - 2 3 9 B70-229B70-245B70-227 B70-0 9 9B70-221B70-06 7B70-293B70-207 B70-065 B70-167 B70-163 B70-079B70-26 1 A B7 0-063 B70 -265 B70-085B70-253B70-255B70-139B70-125B70-289B70-127B70-275B 70 -26 7 B70-263B70-261B B70 -131 B70-25 9B70-281B70-081B 7 0 - 1 0 7 B70 -255B B70-237B 7 0 - 1 0 5 B70-077B70-2 73 B70-257B69-021B70-271B7 0-269 B70-071B69-049B70-109B69-023MAP 6 MAP 7 MAP 8 MAP 14 MAP 15 MAP 16 MAP 20 MAP 21 MAP 22 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 15 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. LANDER CRESCENTCL AYTON CRESCE N TALLISON STREETLAN D ER CRESCE N T L ONGW ORTH A V E NUE JENNIN G S D RI V E LANDER C RESC E N T B O NS AVE N U E ARGENTSTREETFREEL A N D A V E N U E ALDCROFT CRESCENTBROUG H COURT WILLEYDRIVE LIBERT Y STREET NORTHGO ODWIN AVENU E LOBB COURTALLWORTH CRESCENTB70-087B 5 4-141B53-099B54-149B52-031B55-287B53-1 0 5 B 7 0 - 0 4 9B70-045B70-135B 5 5-2 77 B52-029 B70-123 B55-29 3B70-149B55-285B55-297B5 3 - 0 8 4 B54 -131 B7 0 - 0 7 3 B70-117B 7 0 -0 3 5B70-037B55-283B 54-1 47B55-299B 7 0 - 0 4 3 B70-0 5 1 B70-075B70-219 B7 0-1 33B55-291B70-121B54-151 B55-281 B70-161B70-165B70-167 B70-159 B70-057 B53-079B70-057bB70-047B70-06 7 B54-153B55-301B70-065B70-185B55-279B70-163 B55-239 B70-055B7 0-063 B53-093B70-137B70-085B52-033B70-143B70-139B70-06 1 B70 -05 9B70-125B70-127B70-053B53-091B53-089B55-28 9 B70-175 B 70-14 7B70-145B53-083B70-151B 5 2 - 0 3 5 B70-14 1 B70-173 B53-087B70 -131 B7 0-15 3 B70-155 B53-085B70-157B70-077B55-241 B53 -08 1B70-039B70-041MAP 7 MAP 8 MAP 9 MAP 15 MAP 16 MAP 17 MAP 21 MAP 22 MAP 23 025507510012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 16 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. EL DA D DR IVE CL A Y TO N C R ESC E N TLIBERTYSTREETNORTH L O NGWOR TH AVE N U E LAPR A D E S Q UARE COURVI ERCRESCENTBROOKIN G STREETQUACKENBUSH STREET LAP R ADE SQUARE SWINDELLS STREETLOBB COURTWILL IAM COWLES DR IVE B54-145 B54-035B53-099B54-149B54-0 11B55-287B55 -143 B53-1 0 5 B54-051B53-0 79 B55-29 3 B55-285 B54-0 45B55-297B54-103B54-121B55-209 B5 4 -09 9 B 5 4 -043B55-283B55-147 BB54-135B54-105B54-047B54-125B55-213B5 4-11 3 B 54-057B54-107 B54-075B54-067B54-071B53-083B54-079 B54-085 B 54 -13 7 B54 -117 B54-03 1 B 54-095B55-291B54-029B54-041B54-151 B54-111B5 4 -065 B54-089 B55-211 B55-281 B53-103B54-115B54-101B54 -069 B54-119B 5 4-073 B54-0 7 7 B54-155 B54-039 B 5 4 - 03 3 B54-063B5 5 - 2 3 3 B54-153B55-301B 5 4 -049 B54-087B54-143B 54-147 B55-205 B55-279B53-093B55-237SB54-083B55-235B54-0 09 B54-0 27 B54-025B54-141 B55-147AB53-091B53-101B53-089B55-237B55-28 9 B55-239 B55-241 B54-1 3 9 B54-059 B54 -081 B54-127B53-087B55-2 7 7 B53-085 B54-0 9 1 WB54-133B54-097B54-061B55-145B54-091B53-081 B5 4 -093 B54-037B54-13 1 B54-093SB5 4-129 MAP 8 MAP 9 MAP 10 MAP 16 MAP 17 MAP 18 MAP 22 MAP 23 MAP 24 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 17 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. ELEPH ANT H ILL D RIVE ELD AD DRI V E LONGW O R T H A V ENUE TAFTPLACEANNI SSONCOURTBROOKINGSTREETMAXWE L L COURT RICKA BY STREETTAF T PLACE MEARNS AVENUESCOTTSDALEDRIVEBR EN T CR E S CEN TWILL I AMCOWLESDRIVE STEPH E NS GU LCH DRIV E B55 - 1 95 B54-035B55-131B 5 5 - 0 0 1 B55-153B55-141B59-001B5 4 -093 B59-003 B55-011B55-189B55-203 B54-007B54-025B55-00 3 B55-211 B54 -15 5 B5 5 -005 B55-177B55-187B55-213 B 5 5-009B55-019B55-167B54-03 1 B55-169B 54-095 B54-029B 5 5 -179 B55 -139 B55 -129 B 5 5 -1 8 1B55-157B5 4 -011 B 5 4 - 0 3 3 B 5 4-02 7 B55-20 1 B55-259B5 5 - 1 7 1 B55-007B55-199B55-19 3 B55-143 B55-185B5 4 -0 09 B 60-0 01 B55-008 B55-175B55 -165 B55-155B55-147AB55-159BB55-127B55-183B55-125B 55-161 B55-205 B55-159AB55-163B55 -137 B55-013B55-197B 55-147B B55-173B 55-151B55-145B55-149B55 -135 B54-037B54-093SB55-017B60 B55 B59 MAP 9 MAP 10 MAP 11 MAP 17 MAP 18 MAP 19 MAP 23 MAP 24 MAP 25 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 18 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. ELEPH A N T HILL D RI V EELDAD DRIVETAFTPLACELONGW ORTH AV E NUE MADDE N PL A CE TAF T PLACE CROUGHSTREETMEARNS AVENUECOTTO N S T RE ET BR EN T CR E S CEN T MADDE N PL ACEB55-017 B41-147 B 5 5 - 0 0 1 B41 - 1 55B41-115B41-201B59-001B41-111B41-127B4 1 - 1 3 1 B55-00 3 B5 5 -005 B41-135 B59-005B59-003 B55 -201 B55-00 9 B41-141B59-009B41-199B41-137B41-145B59-007B4 1 - 1 3 3 B 4 1 -1 3 9 B4 1-14 3 B41-149B55-007 B41-1 51B55-197B41-157B41-117B41-119B 6 0-0 01 B41-153 B55-008 B41-113 B 41-15 9B55-013B41-129B60 B55 B59 MAP 10 MAP 11 MAP 18 MAP 19 MAP 24 MAP 25 MAP 26 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 19 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. LONG W ORT H AV ENU E JACKMANROADW E S T S C U G O G L A N E KELMANPLACEWILLO U GHBY PLAC E VE S NA C OURTTERRY CRESCENTMILL LANEB69-016 B69-017B62-003B6 2 - 0 0 7 B58-013B63-001B62-001B52-037B52-011B52 - 0 4 5 B6 9 -00 5 B52-013B69-117B6 9 - 0 0 9B69-115B52-003B69-015B5 2-055B52-053 B 62-00 5 B6 9 - 0 3 5 B6 9 - 0 3 3 B69-029 B52-001B69-021B6 9 - 0 3 1 B52-051B52-017B6 9 - 027 B 6 9 - 025 B52 B62 B63 MAP 13 MAP 14 MAP 15 MAP 20 MAP 21 MAP 29 MAP 30 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 20 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. L A U R E L WO O D S T R E E T GOODWI N AVENU E STREATHERN WAY MEADOWVIEW BOULEVARDDOLANCOURTKELMANPLACE SCUGOG STREETMA RKHA M TRAI L VESN A COUR T KEN BROMLEY LANEDON MORRIS COURT4TH S TREE TBIRMINGHAMAVENUEMILL L AN E DAL E Y A VEN UE LONGW ORTHAVENUEWILLEY DRIVEHOGANCRESCENTS O M E R S C A L E S D R I V E B58-005B58-007 B69-019 B70-087B52-005B 58-003 B 7 0 -0 0 3 B70-023 B70-011B 7 0 - 0 1 9 B70-095 B13 -00 3 B 5 2 - 0 2 1 B70-017B69-016 B69-017B13-029B6 9-0 11 B13-063 B1 3-0 21 B13-015B13-049B58-012 B69- 0 0 3 B58-013B52-037B70-077B58-0 0 9 B13 -047 B 13-013 B 13 -019B58-001B70-021B52-007B70-037B13 -0 17B70-103B13-01 1 B 52-057B 7 0 - 0 2 9 B13-0 3 5 B52-013B70-1 0 1 B52 - 0 4 5 B13 -045 B69-009 B52-003B13-023B13-051 B52-047 B70-099 B 52-055B52-053 B13-0 3 3B70-025B13-025 B13-03 1 B13-053 B70 -0 97 B70-027B70-001B70-085B52-011B52-001B69-021B70-015B69-0 0 5 B13-027B 6 9 - 0 2 5 B52-051B52-019B52-017B70-031B70-083B 7 0 - 0 8 9B69-015B70-081B 7 0 - 1 0 5 B 7 0 - 0 9 1 B 7 0 - 0 9 3 B58-006B 7 0 - 1 1 1 B58-011B69-013B70-013B69-001B52 B58 MAP 14 MAP 15 MAP 16 MAP 20 MAP 21 MAP 22 MAP 29 MAP 30 MAP 31 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 21 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. CLAYTO N C R E S C E N T SUNICR E S T B O U L E V A RD S H O R E V I E W C O U R T VA N STONE C O U RTARGENTSTREETLONGWORTHAVENUE ELGIN STREETHIGH STREETMEADO W VIEW B O U L E VARD SUNSET ROADSUN ICR ES T COU RT WILLEY DRIVE SUMME R FI E LD COU R TALDCROFT CRESCENTSH O R E V I E W DRIV E HILLTOPDRIVE DALEY AV ENU E 4TH ST R E E THOGA N C RE SCENTCLAY TON CRE S CENT B25-053B25-059B52-031B 7 0 - 0 1 9 B53-1 0 5 B53-131B12-021B2 5 - 0 2 3B B13-063B25-051NB13-041B13-049B53-0 6 7 B53-053B70-077B25-0 3 1 B25-0 0 5 B13 -047 B13-027B7 0 - 0 8 9 B70-021 B52-025 B13-01 1 B 5 3-07 1 B70-1 1 5 B13-03 9 B1 3 -0 3 5 B25-039B53-1 13 B5 3 -047 B 53-05 5 B 25 -029B13-051B70-033B52-029 B 13 -031 B 7 0 - 0 3 5 B53-051B53-133B13-043B 7 0 - 0 2 9 B13-0 3 3B70-025B53-0 6 3 B1 3-0 3 7 B53-080 B53-061B13-053B53-075B70-027B53-07 9B70-085B52-033B53-083B53-05 9B70-113B53-073B25-037B70-037B52-0 27 B53-057B 1 3-045 B52-023B70-039B 53-078 B 53-049 B53-069 B 5 3-0 77 B53-081 B13-044B70-03 1 B 2 5-035 B53-065 MAP 15 MAP 16 MAP 17 MAP 21 MAP 22 MAP 23 MAP 30 MAP 31 MAP 32 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 22 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. S C OTTSDA L E D RI V E CLAYTO N CRESCE NT LIBERTY STREET NORTHS UMMER FI E L D COU RT MEAD O WVIEW B OU L EVARD BERNARDSTREETSWI NDELLS STREETREDFE R N CRESC E N T SUN IC R EST BO U L E V A R D V AN ST O NE C O UR T 3RD S TR EETHILLTOPDRIVECOURVIERCRESCENTSUNSET R OA D B53-001 B53-1 2 1 B5 4 - 0 5 5 B53-02 1 B54-011 B53-123B53-1 0 5 B53-131B53-109B54-003 B53-07 9 B53-085B40-075B5 4-053 B54-021 B53-107 B53-009B53-041 B4 0-06 7 B 5 4 - 0 0 1 B34-131B54-045 B25-003 B25-001B53-025B53-027B83-019 B54-043 B8 3-01 1 B83-013B 83-005 B83-023B54-029 B54-0 1 9 B5 3-0 11 B53-057B34-135 B40-0 6 9 B83-00 1B53-083 B53-029 B34-133B8 3 -0 1 5 B53-039B53-005B8 3 -0 2 1 B53-0 3 1 B 83 -0 2 7B54-047B54-041B8 3-029 B 83-031 B53-015B54-0 2 3 B83-003SB53-023B83-025B54-063B 25-005 B83-0 0 3 B53-035B54-057B83-009B54-051B54-005 B53-045 B53-11 3 B54-039 B54-027 B54-049 B40-079B53-003B53-007B53-133B 54-017B53-103B 5 3-1 2 9B53-075B53-119B54-059 B53-04 3B53-117 B 53-01 9 B53-03 7B53-073B53-115B53-101B53-111B54-025B53-013B 53-0 49 B53 -07 7 B53-047 B53-081 B54-015 B53-127B54-009 B53-033B54-013B53 -125 B53-0 7 1 B53 B54 MAP 16 MAP 17 MAP 18 MAP 22 MAP 23 MAP 24 MAP 31 MAP 32 MAP 33 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 23 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. ELEPHANT HILL DRIVEAPPLE BLOSSOM BOULEVARDSCOTTS D A L E DRIVE BRENTCRESCENT RE DF ERN CRE SCE NT ANNISSO NCOURTBARLOWCOURTMA C O NN A C H I E P LA C E MANN STREETIRELAN D STREE T BRADSHAWSTREETLYLE D RIVE TILLEYROADSWINDELLS STREETLYLE DRI VEB4 0-065 B53-001 B40-021B40-025B54-003 B54-015 B40-071B40-075B83-023B53-009B53 -031 B 8 3 -02 7 B 5 4 - 0 0 1 B40-027B40-045B40-041B4 0 - 03 5B55-183B 4 0 - 0 3 3 B 4 0- 0 3 9 B40-05 5B54-029 B83-029 B40-0 6 9 B40-0 6 1B53-005B54-025 B55-179 B40-059B 83-031 B40 -063 B4 0 - 0 5 1B40-1 13 B41-013B54-011 B40-053B54-005 B41-0 8 3 B4 0-06 7 B40-04 7 B40-079B53-003B40-019B40-031B 4 0-02 9 B40-081B40-087B40-037 B40-0 5 7 B41-081B55-259B4 1 -017 B41-015B40-049B40-023B54-007B53-127B54-009 B53-033B54-013 B53 B54 MAP 17 MAP 18 MAP 19 MAP 23 MAP 24 MAP 25 MAP 32 MAP 33 MAP 34 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 24 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. ELEPHANTHILL DR IVE KERSHAW STREETGUIL DW OOD DRIV E L O W NIE CO UR T SPRUCEWOODCRESCENTHUTTO N PLAC E BUDDLANEMADDE N PLACE ELEPHA N T HILL DRI V E APPLE BLOSS O M BOU L E V A R D BRADSHAWSTREETSPRUCE W OOD CRESCE N T LYLE DRIV E IRELAN D S T R E E T MEARNS AVENUEMADDENPLACEEDGERT O N D RIVELYLE DR IVE H UTTO N PLACE B41-077B41-0 2 9 B41- 1 5 5 B41-1 7 5 B41-037B41 -19 3 B41-167 B41-033B41-179B41-101B4 0 - 0 3 3 B41-103B41-18 9 B56 -02 1 B41-181 B40-0 29 B56 -029B41-127B41-187B41-191B41-183B41-163B56 -019B41-023B4 1 - 0 2 7 B41-203B41-123B41-013B4 1 -08 3 B56 -027B41-035B41-185 A B40-031B41-039B41-109B41-105 B41-0 99 B 4 1 -18 5BB41-169B4 1 - 1 2 5B41-111B41-107B41-197B5 6 -0 2 5 B41-085 B41-129B41-157B41 -113B41-041 B41-161 B41-087 B41 -031 B41-171 B41 -095B41-153B41-079B41-173B41 -177A B41-159 B56-023B41-177 B B4 1 -16 5 B41-151 B 41-025 B41-015B 41-021 B41-089B41 - 0 1 9 B41-093 B41-01 7 B41-04 3 B41-091B41-097 B41-081 MAP 18 MAP 19 MAP 24 MAP 25 MAP 26 MAP 33 MAP 34 MAP 35 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 25 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. G U I L D W O O D D RIV E LOWNI E COURT HUTTO N PLAC E MADDE N PLACE SP R UCEWO O D C R ES C EN T BUDDLANEHUT T ON P LAC E DART COURTB41 - 1 7 5 B56-039B56-003B 5 6-0 0 5B56-007B56-0 2 1 B41-181 B41-185 A B41-127B5 6 - 0 1 1B41-183B56-037B56 -019 B 5 6-0 01B41-203 B56-027 B5 6-0 1 7A B 56-029 B41-121B56-041B4 1 - 1 2 5 B56-035B5 6 -025 B56-009B41-129B41-151 B41-123 B5 6-0 31B41-173 B56 -017B B56 -0 15 B41-097 B5 6-033 B56-023B41-171 B41-09 9 B 5 6 - 0 1 3 B56 MAP 19 MAP 25 MAP 26 MAP 34 MAP 35 MAP 36 025507510012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 26 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. CARL RABY STREETGREEN ROAD K I L P A T R I C K C O U R T B89-083 B8 9 - 1 19 B89-117B89 -111B89-093B89-099B89-085 A B89-095B89-113B89 -097 B89-115B 89-101 MAP 27 MAP 28 MAP 37 MAP 38 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 27 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. GREENROADK I L P A T R I C K C O U R T B89-117 B89 -111 B89-113B89-115 MAP 27 MAP 28 MAP 37 MAP 38 MAP 39 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 28 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. BOWMANVILLE AVENUELINDEN LANELUV ERME C O U R T LIND EN LAN E DON MORRIS COURTLONGWO R T H A VENUE JACKMAN ROAD B52 -04 3B6 2 - 0 0 7 B63-001B62-001 B52 - 0 4 5 B 5 2-0 41 B52-049B52-039B62-0 0 5 B52-017B52-037B62 B63 MAP 20 MAP 21 MAP 29 MAP 30 MAP 39 MAP 40 MAP 41 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 29 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. SCUGOG STREETCA R L S O N PLA C E SAW MILL CO URT 2ND ST R E ET 4TH ST R E E T STURRO C K AV ENUEBARBARA STREETDON MORRIS COURTJACKMAN ROAD FREDE RICK A V E NUE PROSPECT STREETREHD ER AVE N U E EDSAL L AV EN UE B52-04 3 B1 3-006 B13-063B13-021 B 4 7 - 0 1 1 B47-01 5 B04-068 B82-11 1 B47-0 0 1 B 0 4 - 0 5 9B47-005B13-057B82-003B82-001B8 2 - 0 0 9 B13-01 9 B13-017B13-025B47-009B13-011 B13-001 B 52-04 1 B13-009 B13-0 07 B52-049 B13-003 B13-005B52-039B 8 2-00 7 B47-003 B13-023B04-057B47-00 7 B13-059 B82-005 B52 - 0 4 5B52-017B52-037B47-013 B04-061B04-067B04-063B04-065B13-061B13-055B47 B13 MAP 20 MAP 21 MAP 22 MAP 29 MAP 30 MAP 31 MAP 40 MAP 41 MAP 42 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 30 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. SCUGOG STREETPROSPECT STREET 4TH STREET HI GH STREETEDS ALL AV ENUE HIGH STREETODELL STREETLAMBS LANE2ND ST R EET 1 ST STR E ET 3RD ST R EET REHD E R AVE N UE V ETE R A N S AVEN UE O D ELL STR E E T 2ND STR EET ODELL S TRE E T SUMME R FI E L D C O U R T PROUTDRIVEPROUT DR IVE ELGI N STREET B12-007 B25-043 B1 2 -02 3B25-053 B 1 2 - 0 2 9B25-059B04-051B04-067B13-063B25-051NB12-019 B34-155B 12 - 0 01 B 25-0 11 B 1 2- 0 0 3 B3 4-1 53 B 0 4 - 0 5 9 B25-03 1 B13-057B12-031B 2 5-0 0 9 B13-011 B25-041 B25-00 7 B12-005B34-063B25-037B25-029 B12-009B13-059 B25-005 B04-057B3 4 -105AB12-017B12 -027 B 3 4-053 B12 -0 25B12-033B34-163B34-105B34-161B12-011B12-013B34-157B04-061B25-039B04-063B04-065B12-021B12-015B13-055B12 MAP 21 MAP 22 MAP 23 MAP 30 MAP 31 MAP 32 MAP 41 MAP 42 MAP 43 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 31 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. SAUNDERSCOURTHI GH STREET SUMME R FI E L D COURT BEECH AVENUEHIGH STREETBERNARD STREET1ST S TREET CENTRE STREETOD ELL STR E E T LIBERTY STREET NORTHELGIN STREET LO RRAINE COURT PROUT DRIVEBURK COURTFARNCOMBCRESCENTBO RLAND C OURT BURK C OURT SAUND ERS AVENU E 3RD ST R E E T CO NCESS ION STR E E T WE ST PR OU T DRIV E B34 -037 B 3 4 - 1 1 1 B34-163 B34-043 B40-071B34-155B34-117B34-073B3 4-1 53 B40-067B34-135B25-003 B3 4 -12 5 B34-113B34-119B3 4 -041 B34-035B34-077B34-067B2 5-009 B3 4 -12 1 B34 -039 B34-1 2 3 B34-101 B40-0 7 3 B25-00 7 B34-133B25-001B34-063 B40 -077A B34-085B34-075 B40-075B34-0 79 B34-065B34-091 B34-11 5 B 3 4-09 9 B34 -109 B40-079B34-097 B34 -105A B34-069B 34 -081 B 3 4-051 B25-00 5 B34-049 B34-129B34-107B34-161 B34-053 B34 -103 B34-089B34-157B40-077BB34-105B34-083B34-127B34-131B 34-045 B3 4-047 B34-093B34-087 B3 4-07 1 B12 B25 MAP 22 MAP 23 MAP 24 MAP 31 MAP 32 MAP 33 MAP 42 MAP 43 MAP 44 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 32 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. CONCE S SI O N STREE T E A S TAPPLE BLOSSOM BOULEVARDT R U D EAU DR IVE SA UNDER S AVEN UE BARKERCOURTTRUDEAU DR I VEB ORL A ND COUR T HENDRYGATEHERR IMAN STRE ET LI BERTY STREET NORTH TUCKE R R OAD TRUDE AU DRIV EMANN STREETGL A N VIL LE C R ESC ENT MAR CHW OO D CRESCE N TFARNCOMBCRESCENTB34-037 B40-005B40-065 B3 4 - 0 3 3 B34- 1 4 3 B B34 - 0 1 3 B34-043 B40-009B40-071 B40-1 1 1 B3 4-0 0 7 B34-141 B34 -0 81 B40-003 B3 4-041 B34-101 B40-083 B34-035B40-023 B40-0 6 9 B34 -0 39 B40-0 7 3 B4 0 - 0 6 1 B34-139B34-143AB40-063 B34-129B41-015B21-023 B34-027B B34-147B34-085B34-005B40-075B41-011B34 -071 B34-091 B40-067 B 34-099B34-127B40-081 B34 -045 B40-079B34-097 B40-1 05B40-085B 3 4 -02 1 B 3 4-015 B34-011B40-017B40 -015 B40-011 B34-089B 34-031 B41-013B40-013B34-027AB40-095B40-101 B34-023B40-077BB40-099B40-103 B40-077A B40-087B40-007B34-083 B 34-019 B40 -093B40-089 B34-02 9 B34-017 B 34-145 B 34-025B34-093B34-137 B40 -107 B4 0-091 B34-087 B40-0 97 B40-019B40-109 MAP 23 MAP 24 MAP 25 MAP 32 MAP 33 MAP 34 MAP 43 MAP 44 MAP 45 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 33 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. GUILDW O O D DRIVE ORCHARDPARK DR I VEOR R CO URT KERSHAW STREETCHA NC E COUR T CON CESSIO N STREE T EA ST MARC HWO OD CRESC E NT MERRYFI E L D COURTSQUIREFLETCHERDRIVE MEARNS AVENUEMANN STREET EDGERT O N D RI V E FLAXM A N AVENU E TRUDEAU DR IVE BRADSHAWSTREETD ADSON D RIVE B40-005B3 7 - 0 3 5 A B34- 0 1 3 B38-041B34 -025 B40-009 B34-009B40-1 1 1 B38-04 3 AB41-039B41-057B3 8-02 3 B41-003B41-005B34-003B38- 0 2 7 B37-033B41-053B38-025 B41 -0 47 B56-02 9 B38-0 33 B41-059 B38-011B41-065 B3 4 -02 1 B41-015B 41-049 B 40-0 11 B4 1-06 1 B 3 8-013B38-029B37-035B4 1-067 B38-043BB34-005B41-041 B38-015B56-027 B41-011B 3 4-0 0 7 B41-052B34-015 B56-023B34-011 B41-073 B38-017B40-019B3 8 -019 B41-051B41-079B37 -039AB41-009B41-077B4 0 - 0 0 3 B38-021B38-031B37-043B41-069B41-007 B38-04 7B41-013B 38-037 B38-04 5 B41-0 71 B40-007B41-075 B3 8-0 35 B40-001 B41 -045 B34-017 B3 8-039 B34-00 1 B 4 0-107 B41-043 B41-055 B 34-0 19 B37-041B41-001B40-109 B41B40 B34 MAP 24 MAP 25 MAP 26 MAP 33 MAP 34 MAP 35 MAP 44 MAP 45 MAP 46 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 34 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. GUILD W O O D DRIVE SOPER C R E E K DR IVEBUDDLANE DARTCOURTMEARNS AVENUESQUIR E F L ETCHE R D RIVE MCFEETERSCRESCENTCONCE S SI O N S TRE E T E AS T DADSON DR IVE DOWNHA M DRIVE BARLEY MILL CRESCENT B3 7 - 0 3 5 AB38-041B38-04 3 AB41-057B56-039B36-003B36-027 B3 6-013B37-033B41-053B36-009B36-077B 36-045B36 -047 B36-087B38-021B36-057B3 6-07 5 B3 6 - 065 B36-025B 36-021 B36-059B41-0 59 B36-081 B 36-063 B3 6 - 0 1 5 B36-053B41-055 B36-043B 36-029B36-067B3 6 -017 B36-005B38 -0 45 B 36-0 41 B36-03 9 B36-061B36-079B36-033B3 6 -05 1 B36-011B36-069B36 - 0 3 7 B56-02 9 B36-055 B4 1-06 1 B36 -071A B 38-019 B56-041B36-04 9 B37-035B3 6 - 0 0 1 B 36-019B38-043BB38-015B56-027 B36-073 B36-023B41-052B36-085B56-023 B36 - 0 0 7 B38-017 B 36-035B36-083AB41-051B38-039 B56-031 B37 -039AB37-043 B3 6-031B 4 1-063 B37-039B36-083 B B37-037B37-041B36-071 B36 MAP 25 MAP 26 MAP 34 MAP 35 MAP 36 MAP 45 MAP 46 MAP 47 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 35 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. B A R L E Y M I L L C R E S C E N T CONCE S SI O N S T R E E T E A S T LAMBS ROAD B36-063 B36-003B36-057B36-059B36-005B36-055B36-061B3 6 - 0 0 1 B36-0 3 5B36-00 7 B36 MAP 26 MAP 35 MAP 36 MAP 46 MAP 47 025507510012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 36 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. GREEN ROADDAI GLE LANEMURRAY TABB STREETQU ICK TRAIL QUICK T R AI L ROSS W RI G H T A V E N U E CARL RABY STREETMEACHIN GATEBOSWELL DR IVEFORSEY LANEGOUGH L A N E HICKS LANEHOVEY LANE BROOKHILL BOULEVARD TED MILLER CRESCENT SUMER S F ORD DRIVE B89-103B8 9 - 0 4 1 B89-061B89 -0 13 B89-065B89-025B89 - 0 6 9 A B8 9 -07 5 B89-029 B89-00 7 B8 8-009B89-021B88-011 B89-085 B89-081B89-091B89-099B 89-0 8 7 B89-055 B8 9-033 B89-023B89-037 B88-021B89-095B89-093 B89-0 27 B89-113B89-039 B89-049B89-015B 8 7-003 B89-073B89-067B89 -035 B 88-017 B89-047 B88-023B89-043B89-059B48-292B89-11 1 B89-019B89-051B89-053B89-089 B89-097 B89-045B89-083 B89-085 A B89-071 B8 9-077 B 89-0 57 B87-009 B8 9-0 0 5 B 8 9 -063 B89-031B89-069 B89-101 B87-005B89-115B89-109B89-079 B87-007 B88-013 B89-011 B88-015 B89-077A B89-107B89-009 MAP 27 MAP 28 MAP 37 MAP 38 MAP 48 MAP 49 025507510012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 37 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. BR O OKHI LL BOUL EVARDDAIGLE LANESTE V ENS RO A D HA RVEY J O N E S A V E N U E Q U I C K T R A IL HICKS LANESUMERSFORD DR IVE PU R DY P LACE GREEN ROADTED MILLER CRESCENTB77-003bB89-065B89 - 0 6 9 A B88-003B8 9-0 7 5 B88-025 B89-077A B4 8-345 B89-003 B89-009 B8 9-0 01 B89-00 7 B 88 -009 B88-011 B 8 9-063 B77-003B89-113B88-001B88-019B 88-005B89-067 B 86-003 B86 -007B88-027 B88-013 B87-005 B89-073B89-11 1 B8 9-057 B8 9-077 B87-001B 89-0 05 B89-105 B87 -003B89-115B89-109B 86-0 05B89-107B88 B87 B89 MAP 27 MAP 28 MAP 37 MAP 38 MAP 39 MAP 48 MAP 49 MAP 50 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 38 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. BOWMANVILLE AVENUECLARI NGTON BOULEVARDLUVER M E COURT BROOK HILL B OULEV A RD STEVE NS ROA DB77-003bB 77-0 01 B4 8-345 B 48-3 47 B86-001 B9 1 -005 B91-019B91-0 0 9 B91-017B77-003 B64 -00 5 B91-0 2 3 B64-0 1 1 B6 4-009 B 9 1- 0 0 7 B48-335B86-005 B91-011B86 -003 B64-007 B77 B86 MAP 28 MAP 29 MAP 38 MAP 39 MAP 40 MAP 49 MAP 50 MAP 51 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 39 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. KING STR EET WESTKING STREET WEST LUVER M E C O U R T S T EVENS R O A D KING S TREE T WE STBOWMANVILLE AVENUEMUNDAY COURT B 6 4 -0 01 B65-001B91-0 29 B 66-001B91-019B91-0 0 9 B91-017B64-00 3 B 9 1-00 5B 91-02 3 B 9 1- 0 0 7 B 64-005 B91-011B64 -007 B9 1-003 B91-001B66 B65 B64 B91 MAP 29 MAP 30 MAP 39 MAP 40 MAP 41 MAP 50 MAP 51 MAP 52 025507510012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 40 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. KING S HILL LANE SCUGOG STREETWAVERLEYROADROENIGK DRI VEWELLINGTON STREET STURRO C K AVENUE CH A P E L S T R E E T STEV ENS ROAD KING S T RE ET WEST B07-013B84-005 B07-023B0 7 - 0 1 9 B 0 7 - 0 1 7 B07-005B07-009B8 4-001B 07-001 B84-003B 0 7-0 21 B04-057B07-015 B07-007 B04 B07 MAP 29 MAP 30 MAP 31 MAP 40 MAP 41 MAP 42 MAP 51 MAP 52 MAP 53 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 41 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. PROSPECT STREET CHUR CH STRE E T LAMBSLANEWELLIN G T O N S T R E E T CHAPELSTREETKIN G STR E E T EASTROENIGK DRI VEODELL S T R E E T CONCE S SI O N STRE E T W E S T STURRO C K AVENUE SILVER STREETQUEEN STR EET TEMPERANCE STREETWELLINGTON STREET ELGIN STREETODELL S T R E E T SCUGOG STREETHORSEYSTREET KING ST REET WEST B08-013 B34-055B09-02 7 B20-107B21-055B04-053 B04-003 B0 4-0 17 B09-001B07-005B04-051B09-017B21-0 9 1 B0 4-037B09-013B04-027 B09-019B04-041B04-007B 07-001 B04-015B04-011B08-007 B 08-0 03 B09-005 B34-057B 08-00 1 B09-023B09-015B04-005B34-059B04-021B04-029 B34-063 B08-011 B21-089 B08-0 0 9 B20-079 B21-093B04-057B04-035B04-023B08-005 B09-009 B09-0 1 1 B07-007 B09-003 B21-0 5 3 B04-043 B21-095 B04-047B04-049B04-0 3 3 B34 -061 B04-0 3 9 B34-053 B04-009 B04-045 B04-031 B 04-001 B09-007B09 B08 B04 B07 MAP 30 MAP 31 MAP 32 MAP 41 MAP 42 MAP 43 MAP 52 MAP 53 MAP 54 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 42 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. HORS E Y STRE E T L IBER TY PLACELOWE STREE T KING S T R E ET E A S T BURKCOURTCHUR CH ST REET CONCE S SI O N STREET W E S THIGH STREETCENTRE STREETALEXANDERBOULEVARDGEORGE STREETDIVISION STREETTEMPERANCE STREETGRANTS L A N E SILVER STREETELGIN STREETONTARIO STREETCARLI SLE AVE NUE WELL INGTON STREET LOVER S LAN EBEECH AVENUEB20-081B34-055B20-057B 20-12 9B21-055B21-087 B20-095B21-0 37 B20-103B2 1 - 0 6 7 B20-121B21-081B21-043B09-017B21-027B21-0 9 1 B09-009 B20-087B20-117B20-125B21-033 B21-085 B21-094 B32-047B34-057B20-119B21 -041 B 21-079 B09-015B 21 -092 B20-059B34-059B20-091B32-0 4 9 B20-061 B32-069B21-063 B21-014 B34-061 B20-083 B21-025B20-099B21-09 0 B20-073 B21-029 B20-086 B21-065 B32-0 5 3 B20-067 B09-0 1 1 B20-107B 21-035 B21-0 5 3 B20-078 B04-043B04-047B20-065 B21-0 8 9 B21-039 B21-016B21-059B34-051 B34-049 B20-071B21-061 B20-0 7 9 B20-077 AB21-083B21-073B20-069 B32- 0 51 B34-053 B20-075 MAP 31 MAP 32 MAP 33 MAP 42 MAP 43 MAP 44 MAP 53 MAP 54 MAP 55 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 43 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. LIBE RTY STREET NORTHGEORGESTREETWELLINGTONSTREE T TRUDE A U D RI V E BROWN STREETW ELLINGTON STREET CHUR CH S TREE T LIBERT Y PLACE ONTARIO STREETAL EX A N D ER BO UL EVA RD MARCH W O O D CRESCE N T LOVER S LA NE CARLIS L E AVENU E B20-011B20-057B20-017B 21-075 B21-084 B2 1 - 0 6 7 B34 - 1 4 3 B B21 -0 01 B34-14 9 B21-081B20-033B21-015B21-017B21-007B34-141 B20 -027B20-013B20-067 B20-113B21-094 B20-109B21-088 B20-019B21-021B21-077 B2 0-007 B20-047B21-011 B 2 1 -092 B20-059B21-009B20-001 B20-03 7B21-065 B34-147 B32-069B21-0 7 9 B20-009 B20-021B20-049 B2 1-090 B21-023B20-061 B20-023 B20-025 B 20-005 B20-031B21-019B20-051B20-05 5 B2 0-035 B 2 1-008 B2 0-003B20-065 B21-016 B21-0 14 B20-053 B34-021B34-143AB20-063 B34-019 B34-145 B34-151 B20-029B20-075 B20-043B20 B21 MAP 32 MAP 33 MAP 34 MAP 43 MAP 44 MAP 45 MAP 54 MAP 55 MAP 56 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 44 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C HURC H STREET ORCHARDPARK DRIVE SIMP SON AVENUEPEACHTREECRESCENTKING ST R EET EA ST C LIMI E COURT ST GEORGESTREETNORTHSTRATHMANORDRIVE ROY AL P I N ES COUR T MERRY FI E L D COURT TRUD E A U DRIV E KINGSCO URT ROADGALBRAIT H COURTB38-049B45- 0 0 5 B 2 0 - 0 4 1 B45-007B20-033B20-115 B18-007B44-005 B20-039B38-021B44-011B44- 0 1 9B45-013B20-109B 44-015B44-017 B20-005 B 4 4- 0 0 7 B37-013B45-003 B20-045B4 6 -003 B18-01 5 B38-011B44-001B34-021 B20-001 B46-005 B 18-0 17 B 38-007A B38-005 B38-001B20-037 B46-001B38-013 B18 -013 B38-009 B37-035B38-017 B37-017 B44-00 9 B44-013B 2 0-035 B37-015B37-033 B38-003 B20-003B37 -019A B18-009B38-051B38-007BB38-047 B38-015B45-009B45-011B18 -0 1 1B20-043B38 B46 B45 B44 B20 MAP 33 MAP 34 MAP 35 MAP 44 MAP 45 MAP 46 MAP 55 MAP 56 MAP 57 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 45 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. GALBRAITH COURTKING ST R EE T EA ST PEAC HTREE CRESC ENT C LIMI E COURT ORCHARDPARK DR IVE R O Y AL PIN ES C OU R T STRATHMANORDRIVE MEARNS AVENUEBARLEY MILL CRE S C E N T B17-049 B 3 7-025 B38-003B38-021 B36- 0 2 7 B44-011B43-00 1B46-003 B37-007 B 3 7 -0 1 1 B 4 4 -0 0 7 B37-013B18 -001B36-025B3 8-0 07A B36-023 B43-005B36-029B46-005 B 18-011 B38-005 B46-001B37-021 B 3 7 -005B37-009B37-035B37-001 B38-017 B37-017 B44-00 9 B44-013B37-015B37-003B37-027 B1 8 -0 0 5B37-019BB37-02 3 B18-009 B43-003 B18-003B38-007BB37-019 A B36-031B38-015B37-029B18-007B37-033B37-037B37-031 B46 B18 B43 B37 MAP 34 MAP 35 MAP 36 MAP 45 MAP 46 MAP 47 MAP 56 MAP 57 MAP 58 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 46 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. REGION A L HIGHWAY 2 HAINES STREETKING STREET EAST B43-00 1 B43-005B43-003 MAP 35 MAP 36 MAP 46 MAP 47 MAP 57 MAP 58 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 47 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. REGIONAL HIG H WAY 2 BOSWELL DRIVEIVORYCOURTSHADY LANECRESCENTB48 -253 B48-241B48-263 B48-255 B48-257 B48 - 2 4 5B48-249B48-233 B48-243 B48-237B4 8 - 2 4 7B48-298B48-23 9 B 4 8- 2 6 1B48-259B48-295B48-305B48-296B48-251B48-235B48-294B48-292MAP 37 MAP 38 MAP 48 MAP 49 MAP 59 MAP 60 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 48 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. REGIONAL HIGHWAY 2 KI NGGEORGEWAYGREEN ROADBOSWELLDRIV ER E GIONA L H IGH WAY 2 KING GEORG E W AYBONATHONCRESCENTPRINCE W ILL IAM B OULEVA R D STEVEN S ROAD IVORYCOURTSHADY LANECRESCENTRUSTWOODSTREETB48 -253 B48-275B48-349B4 8 - 3 8 9B48-241B48-105 B48-2 63 B 48-303 B48-255 B48-257 B48-279B48 -2 67 B48-337B48-233B48-379B48-243 B48-291 A B48-375 B48-269B48-237B48-359B48-283B48 -26 5 B48-299 B48-281 B48-297B48-293B48-23 9 B48-385B48-381B48-383 B 4 8 - 2 6 1B48-259B48-387B48-373B48-273B48-305 B4 8-291 B48-289B48-251B48-271B4 8-343 B48-345 B48-295B48-235B48-339B48-341B48-301B48-287MAP 37 MAP 38 MAP 39 MAP 48 MAP 49 MAP 50 MAP 59 MAP 60 MAP 61 025507510012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 49 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. STEVE N S R O A D REGIO N A L HI G H WAY 2 PRINCE W I L L IAM BOU LEVARD KINGGEOR GEWAYGREENROADK ING G E O R GE WAY U PTOWN AVENUE RE GIONA L H IGHWA Y 2 KINGGEORGE WAYKINGGEORGE WAYCLARINGTONBOULEVARD P E T HI C K S T R E E T B48-065B48-349 B90-0 0 3B91-029 B48-079B48-073B48-405B48-4 0 7 B4 8-0 89 B48-105B48-347 B91-021B48-085B48-403B48-325B91-027B48-323B91-025B48-327 B48-409 B91-019B48-283 B91-0 0 9 B91-013B48-401 B 4 8 -0 8 3 B48-067B91-0 1 5 B91-0 2 3 B48-329B48-103 B48-077B48-3 99 B48-069B48-287B48-335B48-095B48-345 B48-097 B4 8-0 87 B91-011B4 8-09 1 B 4 8-101B48-333B 48-331 B 4 8-0 8 1 B 48-075B48-099MAP 38 MAP 39 MAP 40 MAP 49 MAP 50 MAP 51 MAP 60 MAP 61 MAP 62 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 50 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. ASPE N SP R INGS D R IVEPRIN C E WILLI A M BOUL E V A R D G L EN R A Y C OUR T R EGION A L HIGH W A Y 2 REGIO N A L H IG H WAY 2 BOWMANVILLE AVENUEKING S T R E E T W E S T P E T H I C K S T R E E T REGIO N AL HIGHWAY 2 RE GIONA L R O A D 5 7 KING STREET WESTMARTIN ROADMCCRIMMON CRESCENTB03-139B65-001B68-001 B91-029 B66-001 B67-005 B03-153B03 - 1 3 5B9 0 - 0 0 5 B48-079B03-145B67-009B67-001B66-005B91-021B66-003B67 -007 B68-004B91-027B 4 8 - 0 8 3 B91-025B91-019B03-137A B91-0 0 9 B91-013B91-017B4 8-1 15 B03-143 B90-001 B 48-075 B91-0 1 5 B91-0 2 3 B48-077B4 8 -09 1 B03-149B03-141B48-119B91-001B90-0 03B03-137BB48-11 7B91-011B 4 8-0 8 1 B67 B66 B65 B68 B90 MAP 39 MAP 40 MAP 41 MAP 50 MAP 51 MAP 52 MAP 61 MAP 62 MAP 63 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 51 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. RHONDABOULEVARDL AWREN C E CR ESCEN T ST R IKE AVEN U E KING S HILL L A N E MCCRIMMON CRESCENTCH A P E L S T R E E T LAWR E N CE G AT EBOWMANVILLE AVENUE C OLE MAN S TREE TLI TTLE AVENUEKING S T R E E T W E S T WRENNBOULEVARDROE NI G K DRI V E WAVERLEY ROADT R E WIN L A NEB03-105B03-139B03 -115 B03-087B03 - 1 35 B03-111B03-091B03-145B11-001B0 3 -067B03-131B03-113A B0 3 - 15 5 B0 3 - 1 5 7 B 03 -121 B03-113BB0 3-097 B03-075 B84-001 B4 8-11 7 B84-003B03-089B03-077B03-079B03-137A B4 8 -1 15 B03-083B03-051B03-125 B03-169 B03-109 B0 3-10 3 B03-143 B03-031B 0 3-107 B03-071 B 0 3-127 B 0 3 - 1 51 B03-11 9 B03-159B03-061B84-005B03-069 B03 -029B03-085B03 -027 B 0 3-1 47B03-149B03-049B03-065B03-153B03-141B03-161B03-055B03-163B03-059B03-137BB03-167B03-123 B03-13 3 B 03-099 B03-057B03-165B 0 3-12 9 B03 -1 17 B03 -04 7 B03-045MAP 40 MAP 41 MAP 42 MAP 51 MAP 52 MAP 53 MAP 62 MAP 63 MAP 64 025507510012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 52 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. HETHERINGTONDRIVECHAPELSTREETSTRIKE AVENUEWAVERLEYROADQUEE N S T R E E T TEMPERANCE STREETLITTL E AVENUECOLE AVENUEHOLGATECRESCENTROE NI G K D RI V E LAWRE N CE CRE S C ENT B0 8 - 0 1 5 B03 -067 B0 3 - 0 2 5 B08-005B08-007B03-015 B08-0 1 3 B0 3-051B03-069 B03-175B08-0 1 1 B03-033 B03-01 7B03-039B03-019 B03 - 023 B08-0 0 9 B03-031B03-061B03-041B 0 3 - 17 7 B 0 3 -047 B03-171 B03 -029B03-057B03-049B03-065B 0 3-027 B03-173B0 3 - 0 3 7 B 03-035 B03-059B03-179B03-043B03-053B03-045MAP 41 MAP 42 MAP 43 MAP 52 MAP 53 MAP 54 MAP 63 MAP 64 MAP 65 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 53 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. QUEEN ST R EET O N T A R I O S T R E E TGEORGE STREETRAYN E S AVENUE ARGYLESTREETD U K E S T R E E TQUEEN AVENUEDEVITTS LANEONTARIO STREETDIVISION STREETLAWRENCECRE SC EN T DUR H A M STREETB0 8 - 0 1 5 B32-039 B80-007B32-065B08-0 1 3 B 0 3 - 177 B18-03 1 B32-013B32-061 B32-0 4 9 B32-069B32-041B 3 2 - 0 1 9 B32-005B32- 0 5 3 B32-043B32-015B32-04 5 B32-007B32-063B32-04 7 B32-05 9 B 3 2 -0 3 7 B03-179 B32 -003 B32-057 B 3 2 - 0 1 7 B32- 0 5 1 B32-055 B3 2 -0 01 B32 MAP 42 MAP 43 MAP 44 MAP 53 MAP 54 MAP 55 MAP 64 MAP 65 MAP 66 025507510012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 54 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. BROWN STREETLIBERTY STREET SOUTHQU EEN ST RE ET VICTORIASTREETCHURCH S T R E E T W ASHING TONPLACELIBER TY STREET NORTHVICTORIA STREETMABELBRUCE WAY KING ST R E E T E A S T B R OW N S T R E E T PRINCE ST R EET ALBERT STREETNELSON STREETARGYLESTREETD U K E S T R E E T O N T A R I O S T R E E TBROWN STREETDURHAM STREETLAMBERT STREETONTARIO STREETB 3 1 - 0 5 1 B14 -053 B 32-009B14-067B14-119B20-033B 1 4-0 8 3B18-033B14-059 B32-039 B32-0 59 B32-025B20-027B14-071B14-081B80-007B32-065B 1 4-063B20-113B14 -115 B14-051B20-029B20-109 B 32-033B32-031 B 3 1- 0 4 3 B18-03 1 B32-023 B 1 4- 0 8 7 B32-00 3 B 14 -117 B32-045 B32-069B32-013B32-041B32-027 B31-047B20-02 3 B32-005B31-045B 3 2 -0 2 9 B18-02 9 B32-043B18-037B20-025 B32-015B 3 1 - 0 5 3 B18-019 B14-069B1 8-025 B20-031 B 1 8 -023 B32-02 1 B 3 2- 0 1 9 B 3 2-0 3 7 B14-061B32-007B18-027 B18 -021 B14-057 B 1 4 - 0 7 3 B 1 4 - 0 7 9B32-011B 3 2 - 0 1 7 B32-035B14-065MAP 43 MAP 44 MAP 45 MAP 54 MAP 55 MAP 56 MAP 65 MAP 66 MAP 67 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 55 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. FLETT STREETQUEEN S T REET NELSON STREETCHURCH STREET HOBBS D RI V E VICTORIA STREETMABELBRUCE WAY SOU THWAY D RI VEALBERT STREETKING ST R E E T E A S T B R OW N S T R E E T SOUTHWAY DRI V E JANE ST R E ET ASHDALECRESCENTST GEORGESTREETNORTHPRINCE S T REET LIBERTY STREET SOUTHST GEORGE STREET SOUTHLAMBERT STREETSIMPSON AVENUEFRANK STREETORCHARDVIEW BOULEVARDB14-043B17-061B20-111 B1 4-05 3 B16-011B14-067B14-119B20-033B17 -087 B17-0 89 B1 4 - 0 37B14-059B20-045B1 7 -063 B 1 4-063 B1 7 -095B20-113B14 -115 B1 4-0 3 9 B 1 4- 0 8 7 B18-015 B 1 6-013 B17-015B14 -0 41 B 14 -11 7 B18-009 B17-091 B18-013 B17-093 B14-03 5 B17-065B17-055B17-069B 1 4 - 0 7 9B14-069B16-015B17-067 B1 4-051 B14-045B16-017B18-021 B1 7-085 B17-059 B1 7-057 B 1 7-0 8 3 B14-061B18-017 B17-079B 14 -0 49 B17-081 B14-047B14-091B18-011 B14-057B14-065 B18-019 MAP 44 MAP 45 MAP 46 MAP 55 MAP 56 MAP 57 MAP 66 MAP 67 MAP 68 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 56 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. J ANE STREET SIMPSON AVENUEHOBBSDRIVEWILDE COURT P R INCE STR EE T H AILE Y C O U RT SO UTH WAY DRIV E SOPER C OUR TORCHARDVIEW BOULEVARD M O R G A N D A L E C R E S C E N T ASH DAL E C RES CENT DEERPARKCRESCENTB17 - 0 1 7B17-061 B16-0 0 5 B16-011 B17-091 B1 7-063 B1 7 -095 B 1 7 - 0 0 3 B17 - 0 4 7 B17 -081 B17-049 B17-005B 1 6-013 B28-001B17 -031 B 1 7 - 0 4 5 B16-009 B17-037 B17-027B18-009 B18-011 B 17-0 09 B17-007B17-029B17-015B17-041B17-093 B17-023B17-065B17-055B17-069B1 7-01 9 B16-015B17-043B17-067 B17-0 7 7 B28-003B16-017B17-021 B 17-03 3 B1 7 -0 53 B17-059 B 1 7-01 3 B1 7-057 B16-007B17-051 B17 -0 11 B17-039B17-079 B17-0 35B B17-001 B 17-073 B17-071 B17-0 35A B17-025 B16 -003 B1 7-0 75 B16-019B17 MAP 45 MAP 46 MAP 47 MAP 56 MAP 57 MAP 58 MAP 67 MAP 68 MAP 69 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 57 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. HAILEY COURT MEARNSAVENUEHAI NES STREETB17-001 B17 MAP 46 MAP 47 MAP 57 MAP 58 MAP 68 MAP 69 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 58 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. HAMMOND STREETSHADY LANECRESCENTMAPLE GROVE ROADB 51-067 B48-2 29 B 51-065B48-235B51-061B48-233 MAP 48 MAP 49 MAP 59 MAP 60 MAP 70 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 59 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. DYKSTRA LANEBONATHONCRESCENTKI NG GEORGE WAY KING GEORG E W A Y CL AR ING TON BOULEV A R DGREEN ROADOXLEYCO URTWE L D R I C K C R E S C E N T CONNELL LANEPRINCE WILLIAM BOULEV A R D BO S W E L L DRI V E COL L IER L ANEPADFIELD DRIVEHAMMOND STREETSHADY LANECRESCENTB51-063B50-121 B48-370 B51-045B51-017 B 5 1 - 005 B48 - 2 3 1 B48-3 65B48-271B48-225 B4 8-371B48-219AB48-211B51-021 B48 - 1 9 5B48-275B48-207B48-199 B 5 1 - 0 1 5 B48-201 B 51 - 0 0 3B51-053B51-011B51-033B51-071B48-209B 4 8 - 2 2 3 B51-029B 48-229 B5 1-0 31B51-069B48 - 2 2 1 B48-227B 48-197 B51-043B48-281B48-295B 5 1-065 B48-2 05 B50-12 3B51-013B51-047BB48-191B48-203B 5 1 - 0 3 5 BB48-287 B51-0 3 5AB48-277B48-213B48-235 B 5 1- 0 4 7 A B48-289B48 - 2 17BB48-297B48-273B50-119B51-027B51-007B 5 1 - 0 2 5 B51-009B 51 - 0 0 1 B 5 1 - 0 2 3 B51-019B51-051B51-061B51 -041 B5 1-067 B48 - 2 1 5 B 5 1 - 0 5 7 B 5 1 - 0 3 9B51-059B48-279B48-233B48-285B 5 1 - 0 3 7 B51-049B48-283B 5 1 -0 5 5 B48-193 MAP 48 MAP 49 MAP 50 MAP 59 MAP 60 MAP 61 MAP 70 MAP 71 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 60 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. GREENROADGREEN ROADDYKSTRA LANEKING WILLIAM WAYAU TUMN HA RVEST ASPE N SPRIN G S D R I V EKING GEORGE WAYASPENSPRINGSDRIVEGREENROADKING G EORGE W A Y KING GE O R G E W A Y KI NG WI LLI AM WAY KIN GGEORGEWAYKINGWILLIAMWAYKINGGEORGEWAY KI NG GEORGE WAYQUEEN ALEXANDRA LANEKING W ILLIAM WA YCLARIN G T O N B O U L E V ARD GREEN ROADPRINCE WILLIAM BOULEV A R D LORD ELGIN LANECONNELL LANELANDERVILLE LANESIDNEY LANEWEST S ID E DR IVE BAXTER STREETB48-025B48-364 B 4 8 -366 B50-1 2 1 B48-370 B48-368B48-3 65 B48-367B4 8-371 B48-3 09 B48-369 B48-195 B4 8-013B48-065B48- 0 0 5 B4 8-015 B48-199 B 4 8-055B48-069B51-011B48-307B48-18 1B48-189 B 4 8 -00 3 B49-055 B48-19 7 B48-023B50-12 3 B4 8 - 0 0 9B51-013B48-021B48-203B48-287B48-067B48-313B50-119B 4 8 - 0 6 1 B 4 8 - 0 6 3 B48-057B48-011B48-311B48-285B48-183B48-283B48-191B48-1 8 5B48-187B48-193 B 4 8 -0 5 9 B48-007B48-019 MAP 49 MAP 50 MAP 51 MAP 60 MAP 61 MAP 62 MAP 70 MAP 71 MAP 72 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 61 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. BOWMANVILLE AVENUEWEST S IDE DR IVE B O N N Y C A S T L E D R I V E GLEN RAY COUR T HART WELL AVENU E ASP E N S PR IN GS D R IVE LANDERVILLE LANEFRYCRESCENTVA I L M E A D O W S C R E S C E N T B48-025B48 - 0 39 B4 8 - 1 8 1 B48-043B48-127B48-029B48- 1 5 5B48-157B48-141B48-151B48-137B48-123B48- 0 0 5 B48 -177 B48-171B4 8 - 0 15 B 4 8-055 B 4 8 - 0 6 1 B48-163B 48-031 B 48 - 0 4 7 B48 -161B48-167B48-133 B4 8-175B48-035B48-165B48-1 7 9 B49-055B 4 8 - 1 0 9 B48-00 3B48-023B 4 8 -12 5 B48-145 B4 8 - 1 6 0B4 8 - 0 0 9 B49-053 B 4 8-149 B48-115 B48-021 B48-049B48-113B48-037B48-0 0 1 A B48-17 3B48-053 B48-169 B48-041 B48-143B48-11 7 B48-131B48-027B48-045B48-111B 4 8 -139 B 48-001CB48-057B48-011B48-119B 4 8-1 35 B48-147B48-107B48-15 3 B48-129B48-121 B48-159 B48-0 5 1 B 4 8 -0 5 9 B48-007B48-019B48-001BB48 MAP 50 MAP 51 MAP 52 MAP 61 MAP 62 MAP 63 MAP 71 MAP 72 MAP 73 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 62 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. BONNYCASTLEDRIVE MARTINROAD WAVERLEY ROADROSALYNNEAVENUED OREEN C RES C E NT LAWRE N C E GATE CA NDLER CO URT HART W ELL AV ENUE RHONDA BOULEVARDPRESTONWAY DRIVE ALO NNA STR EET ROSALYNNE AVENUEDOR EEN CRESCE NT B OWMA N V I L L E A V E N U EB48-127B48-123B03-061B48-177 B39-015 B03-06 7 B48-163B01-047 B48-161B0 2 - 0 4 9B48-167B39-019B48-165B48-1 7 9 B48-115 B39-017B 4 8 -12 5 B4 8 - 1 6 0 B 02-043 B01-049B48-121B03-071B03-127 B0 2 -047 B01-045B48-171B03-027 B02-089 B39-023B39-021B39-025 B02-0 87 B48-17 3 B02-057B03-069 B48-169 B02 - 0 4 5 B02-055 B0 2-0 8 5A B02-0 83 B02-051 B 02-053B02-079B02-091B 02-08 1 B02-077B 0 2 - 0 8 5 B B01-0 43 B48 -1 75B48-129B02-093B03-065MAP 51 MAP 52 MAP 53 MAP 62 MAP 63 MAP 64 MAP 72 MAP 73 MAP 74 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 63 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. SP RY AVE N U E LOSCOMBEDRIVEROSALYNNEAVENUE PARKL A N E C IRCLE THE BRIDL E P A T H WAVERLEY ROAD T H E B R I D L E P A T H QUINN D R I V E ROSA LY N NE AVE NUE HET H E RIN G T O N DRI V E ROSALYNNEAVENUE CARRU T H E R S DRIVERHONDABOULEVARD LAWRENCE CRESCENTHOLGATE CRESCENTBO W MA N V I L L E A V E NUE HILL IERSTREET B03-001B02-051 B0 2 -029B03-061B03 - 0 05 B03-06 7 B01- 0 47 B0 3 - 0 2 5 B03-007 B02-03 7 B0 2 - 047 B02-073B02-041B0 2-081 B0 2 - 0 2 7 B02-0 35 B03-015 B03-009 B03-069 B03-003B03-185 B02-065B01-049B02-063B02-043 B03 - 0 1 7 B03-019 B02-033B03-013B 02-101 B03-027 B02-023 B02 - 0 4 5 B03- 011 B02-055B02-069B03 - 1 8 9 B02-057 B 02-053 B 0 2 - 0 3 9B02-079B02-077B02 -099B02-095B02-031 B0 2 -02 5 B03-183B02-02 1B02-071B03 - 0 2 3 B02-097B03-1 8 7B03-193 B03-021 B02-067B03-179B03-181B02-093B02-059B02-061B02-075B03-191B03-065MAP 52 MAP 53 MAP 54 MAP 63 MAP 64 MAP 65 MAP 73 MAP 74 MAP 75 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 64 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. LO S CO MBE D RIVELAWRENCECRESCENTSPRY AVENU E PARKLA N E C I RCLE THE BRID L E PATH NELSONSTREE T ALBE R T STRE E T PARKLANE CIRCLEHILL IERSTREET THE B R I D L E P A T H CA RR UTH E R S DR IVE B03 - 011 B 80-00 1 B02-001B02-013 B03 -005 B03-00 7 B03-001B 8 0 - 0 0 9 B0 2-0 0 7 B03- 0 0 9 B03-003B 8 0 - 0 1 1 B03-185 B80-003B80 - 0 0 5 B02-025 B 02-00 3B02-063B80-007B02-069B32-003 B8 0 - 0 2 1 B 8 0 - 0 2 3 B02-103 B0 2 -107 B80-0 0 5 b B02-02 1 B02-009 B02 -099B02-095B03-183B02-105B02-097B02-1 01B02-067 B02 -011B03-179B03-181B0 2-005 B32-00 1 B03 B02 B32 MAP 53 MAP 54 MAP 55 MAP 64 MAP 65 MAP 66 MAP 74 MAP 75 MAP 76 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 65 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. PA RK DRIV E AN N STRE E T P IN E STR EET D U K E S T R E E T ALBE R T S T R E ET O N T A R I O S T R E E T NELSON STREETVICTORIA STREETH U N T S T R E E TB31-035B80-003 B31 -015 B 1 4- 0 8 3 B3 1-007 B31 -021B31-033B80-025 B3 1-0 01B31-047B8 0 -017 B31-009B31-013B8 0 - 0 0 9 B80-029B 31-023 B 3 1 - 0 2 7 B31-017B80-015 B 8 0 - 0 1 3 B 3 1 - 0 4 3 B8 0 - 0 0 5 B31-055 B31-065 B80-019 B 3 1 -0 3 7B31-045B 3 1 -0 3 9B80-007B31-011 B 3 1 -0 2 9 B 3 1- 0 3 1 B 3 1 - 0 4 1 B8 0 - 0 2 1 B 8 0 - 0 2 3 B31-019 B 1 4-0 7 9 B80 -0 2 7 B31-025B80-005b B31-003 B 8 0- 0 1 1 B 1 4-0 8 7 B30 B31 B80 MAP 54 MAP 55 MAP 56 MAP 65 MAP 66 MAP 67 MAP 75 MAP 76 MAP 77 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 66 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. B ASE L INE RO AD W EST MUTTONCOURTPARK W A Y CRESC E N T ANN S T RE E T ORCHARDVIEWBOULEVARD FLETT STREETHI GHWAY 401HIGHWA Y 401NELSON STREETHUNTSTREETB ASEL I NE RO AD EAS T SOUTH W A Y D RI V E P ARK WAY AVE N U E D U K E S T R E E T PINE STREE T PARK D RIVE LIBE RTY STREET SOUTHW H A R F S TR E E T SI MPSON AVENUE O N T A R I O S T R E E T PA RKWAY A V E N U EB14-043B14-017B14-033 B16-011 B 3 1 - 0 2 7 B14-009B73-001B74-001B31-015 B 1 4 - 0 8 3 B31-007 B14 -01 1 B1 4 - 0 3 7 B 7 4 -0 0 5 B31-021 B14-021B 14-003B31-059 B31-001 B31-067B14-023B14-107B31-009B74-003B31-013B16-015B 31-0 23 B16-013 B31-017B14-111B31-061B31-055 B 1 4 - 0 2 7 B31-057B1 4 - 0 3 9 B14-103 B 1 4 - 0 7 9 B14-095 B1 4 -0 97 B31-011B14-025B31-063B14-045B31-019 B 1 4-0 2 9 B14-041 B14 -007B14-093B31-025 B31-00 3 B14-03 5 B14-105 B14-109 B 1 4 - 0 8 7 B1 4 -0 99 B3 1-065 B14-091B1 4-0 05B14-015B14-013B14-031B 14-101 B31 B74 MAP 55 MAP 56 MAP 66 MAP 67 MAP 68 MAP 76 MAP 77 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 67 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. SIMPSON AVENUE BA SELINE R O AD EAS TMUTTONCOURTORCHARDVIEWBOULEVARDSOUTH W A Y D RI V E SOPER C O U R T PARK W AY A VENU E W H A R F S T R E E T PARKWAY CRESCENTSIMPSON AVENUEB3 5 - 0 0 1 B16-0 0 5 B16-011B74-001B 7 4 -0 0 5 B14-097 B14-099 B73 - 003 B 3 5 -00 9 B35-003 B14-001B74-003B16-015B16-013 B35 -0 11 B16-009 B28-001B35-005 B28- 0 0 3 B73-0 01 B14-101 B14-003 B14-105 B16-003 B35-00 7B16-001 B1 4-0 05 B14-103 B16-007B28 B16 B35 B14 B73 B74 MAP 56 MAP 57 MAP 58 MAP 67 MAP 68 MAP 69 MAP 77 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 68 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. BASELI N E R O AD E AST HIGHWAY 401 TR UCK INSPECTI ON A CC ESSMEARNS COURTCARISTRAP STREET HIGHWAY 40 1MEARNS AVENUEB 3 5 -00 9 B3 5-011 B35-0 07 B35-01 5 B3 5-013 MAP 57 MAP 58 MAP 68 MAP 69 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 69 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. DYKSTRA LANEMCB RI DE AVE N UE WOO LAC OTT LA NEPADFIELDDRIVE CONNELLLANEA UTUMN H A RVEST BUTTONSHAWSTREETBUXTON LANE MCPHAIL AVENUEB50 - 1 2 1 B50-145B48-321b B50-1 5 3 B50-159 B 50-13 7B51-049B 5 1 - 0 4 7 A B50-151B50-155B50-12 3 B50-117B 50-139 B5 0 - 1 5 7 B 5 1 - 0 0 1 B50-149 B50-14 7 B50-143B50-157bB50-141B51-051B50-119B50-115 MAP 59 MAP 60 MAP 61 MAP 70 MAP 71 MAP 78 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 70 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. DYKSTRA LANEDODDSSQUAREG R E E N R O A D MCB RIDE AVENUE GREEN ROADGREEN ROADGREENROADWEST S IDEDRIVE A UTUMN H A R V E S T REM MINGTON S T R E ET BOTTRELL STREETSIDNEY LANESHACKELTON STREETBUTTONSHAWSTREETCLANCY LANEHIG G O N STREETCONNELL LANEFARMSTEADDRIVE RE MMING TON S TREET MC PHAIL A VE N UE KIM BLE AV EN UEWOOLACOTT LANEBAXTER STREETBUXTONLANEBUTSON CRESCENTBAGNELL CRESCENTB50-11 1 B50- 1 2 1 B50-105B50-145B49-049B50-10 1 B50-135B50-169B50-15 3 B48-007B48-391B 5 0 -029 B49 -057 B50-161B48-311 B50 -06 3 B50-179 B50-059 B 5 0 -025 B48-003 B 50-13 7 B50-173B50-177 B50-129 B 50-171 B50-165 B50-12 3 B50-163B 48-321b B50-027B50-117B4 8 -397 B49-045B 50-139 B4 8-319 B50-14 7 B50-143B50-179AB48-393B50-103 B 50-053 B50-175 B48 -3 21 B50-0 61B50-141B50-133 b B48-39 5 B48-317B48-315B50-133B 50-127b B49-055 B 50-125B48-313B50-071B50-095B50-127B50-093B50 -1 31 B50-097B50-119 B5 0-055 B50-057B50-113B50-115B 50-099 MAP 60 MAP 61 MAP 62 MAP 70 MAP 71 MAP 72 MAP 78 MAP 79 025507510012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 71 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. BAGNE L L CRESCE N T BA SELINE ROAD REMMIN G T O N STREET BAGNE L L C R ES C ENT BOTTRE L L ST R E ET BANNISTER STREETDODDS SQUAR E WOOL NER LA N ECLANCY LANEHIGG O N STREET BAXTER STREETPENFOUNDDRIVEDODDSSQUAREBRODI E COUR T BOT TRE LL S TR E ET MILLB URN DRIV EWEST S I DE DRIVE ABERNETHY CRESCENT B50-081 B50-0 1 9 B49-025BB50-079B50-035BB49-049B49-013B49-019B49-04 0 B49-031 B61-003B 49-001 B50-003B48-007 B50-069 B49 -057 B49-00 3B49-035B50-059 B39-0 09 B 5 0 -025 B 50-037 B50 -0 83 B 5 0-021 B49-025AB 49 -0 2 3 B 5 0 - 0 4 1 B 50-039B50-093 B50-063 B50-0 05 B48-003 B 50-0 07 B50-047 B50-075 B50-165 B49-03 7 B50-0 23 B50-011 B50-163 B49-051 B50-027 B 50-0 73B50-031B50-043B50-065B50-049B50-067B50-009B49-015B61-001AB49-017B49-041B50-061 B49-027B50-015B 4 9-0 4 3 B49-0 5 3 B61-001 B50-013 B50-029 B7 1-0 05 B50-085 B50-0 53 B49-021 B4 9-009 B50-07 7B49-055B4 9-03 3 B50-055 B39-011B50-071 B50-001B50-035AB50-051B4 9 - 0 0 7 B50-045B49-03 9B49-045B50-057 B50-033B49-005B50-017B50 B49 B61 MAP 61 MAP 62 MAP 63 MAP 71 MAP 72 MAP 73 MAP 78 MAP 79 MAP 80 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 72 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. SQUIRE S G A T E D R I V E MARTIN ROADSPICER S Q UAREROSER CRESCENTROSER CRESC ENT WALBRIDG ECOURTBASEL I N E R O A D BASELI N E ROAD W E STALONNA STREETWEST S IDEDRIVE PE N FO U ND DRI V E B50-081B4 9 - 0 0 7 B5 0-0 07 B0 1 - 0 1 1 B61-003B49-0 01 B 7 2-001B39-001B0 1 - 0 0 5 B49-00 3 B01- 0 4 7 B01 -035 B50-005 B39-019B39-017B 71-001 B0 1 - 0 1 7 B01-007B01-045B01-057B01-009B61-001AB39-005B 72-005 B39-003 B7 2-0 03B01-041B 72-007 B01-015 B61-001 B39-007B71-0 03 B39-0 09 B7 1-0 05 B50-001 B 0 1-051B39-011B01-037B01-019B01-033B01-023B01-039B01-013B01-021B01-043 B01-049B01-003B01-001B49-005B39 -0 13 B39-015 B39 B50 B49 B61 B72 B71 B01 MAP 62 MAP 63 MAP 64 MAP 72 MAP 73 MAP 74 MAP 79 MAP 80 MAP 81 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 73 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. BOWMANVIL LE AVENUEWAVERLEY ROADRO SER CR ESCENT JOHNSCOTTCOURTMARTIN ROAD HIGH WAY 4 01 SP ICER SQ U A R E HIGHWA Y 401 LOSCO M BE DRI VE SPICE RSQUARESPIC ER SQUARER OSER C R E SCENT CARRU T H E R S DRIVE ALONNA STREETHIGHWAY 401B A SELINE R O A D WES T B30-029B75-0 19 B02-029 B7 5 - 0 1 5B01 - 0 1 1 B30-049B75-009B30-025 B3 0-0 39 B01 - 0 3 1 B02-033B 7 5 - 0 1 3 B 3 0-045 B 3 0-047B0 2 - 0 2 7 B01-007B01-037 B 72-007 B30-031B01-025B02-019B02-101 B01-057B01-009B75 -007 B75-0 05 B75 -0 21 B30-023B0 2-0 17 B75-011B01-055 B75-023B02-031 B30-053B30-051 B02-0 15 B 0 1-051 B01-003 B 3 0-027 B02-021 B01-033B01-023B02-023B 0 1 - 0 2 9 B01-021B75-017B 01-053B01-049 B30-04 3 B01-001B 0 1 - 0 2 7 B01 MAP 63 MAP 64 MAP 65 MAP 73 MAP 74 MAP 75 MAP 80 MAP 81 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 74 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. BOWMANVILLE AVENUEJOHNSCOTTCOURTSPRY AVENUE J OHN SCO TT AVENU E CARRUTHERSDRIVE LOCKHART GATE B A SE L IN E R OAD WE S T H IG H WA Y 401 CARRU T H E R S DRIVE HIGHW A Y 4 0 1HIGHWAY 401L O SCO MBE DR I V E HIGHWA Y 4 0 1 HIG HWAY 4 0 1 H IGH W AY 401B30-029B3 0 -03 3 B30-031B02-105B30-021B3 0-009 B02-017 B30-035 B30-01 7B02-009 B30-027 B02-021 B30-023B02-013 B30 -025 B0 2-0 15 B30-015B02-101 B02-011 B30-019 B30-011 B30-04 3 B3 0 -0 39 B30-037 MAP 64 MAP 65 MAP 66 MAP 74 MAP 75 MAP 76 MAP 81 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 75 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. B ASE LINE ROAD W E ST HIGH WAY 40 1 HIGHW A Y 40 1 H IGH WAY 40 1 HIGHW A Y 40 1 HIG HWAY 4 01 B31-007 B31-001 B30-0 0 1 B31-009B31-011B30-003 B30 -005 B30-011 B31-003 B30 -0 0 7 B30-009 B30 B31 MAP 65 MAP 66 MAP 67 MAP 75 MAP 76 MAP 77 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 76 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. BASELI N E R O A D W E S T HIGHW A Y 401 LIBERT Y STREET SOUTHLAKE RO AD DUKE STREETWEST B E A C H R O A DHIGHWAY 401HIGHW AY 401H IGHWA Y 401 H IG HW A Y 40 1 B31-007 B31-001 B31-009B31-011B31-003 B31 MAP 66 MAP 67 MAP 68 MAP 76 MAP 77 025507510012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 77 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. BASE L INE R O A D MCPHAI L A V E N U E DODDS SQUAREGREEN ROADB50-063 B 5 0 -0 89B50-163B50-165B50-071B50 -091 MAP 70 MAP 71 MAP 72 MAP 78 MAP 79 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 78 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. WESTSIDEDRIVE H IGHW A Y 401BASELINE R O A D GREEN ROADMILLBUR NDRIVE DODDS SQ U A R E B50-081B50-079B50-003B50-069B50-065B50-083 B50-063 B50-075B50-163 B50-073B50-165B50-067B50-013 B71-005 B50-017B50-077 B50-071 B50-001 B50-0 89 B 50-091 B50-085 B50-087 B50 MAP 71 MAP 72 MAP 73 MAP 78 MAP 79 MAP 80 025507510012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 79 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. MARTIN ROADHIG HW A Y 401 SPICER SQUAR E BASELIN E ROAD HIG H WA Y 401HI GHW A Y 401E N ER G Y D RI VE H IGHW A Y 401B50-081B01-057B71-005 B50-001 B50 B01 MAP 72 MAP 73 MAP 74 MAP 79 MAP 80 MAP 81 025507510012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 80 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. ENER G Y DRI V EMARTIN ROADSPICER S Q U A R E HIGH W A Y 401BOWMANVILLE AVENUE HIGH WAY 401 HIGH W A Y 401HIGH W A Y 4 01 SPICER SQUAR E HIGH W A Y 401 HIGH W AY 401B76-003 B76 -00 1 B75-001B7 5 - 0 1 5 B75-009B75-011B01-057B75-007 B75-005 B75-003B75-017B01 B75 B76 MAP 73 MAP 74 MAP 75 MAP 80 MAP 81 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 81 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. YA CH T D RIV E PORT DARL IN GT ON ROA D LARKIN LANEE A ST B EA CH ROA D CRYDERMAN LANEEA ST SHORE DRIVE B81-001B 81-011 B8 1-0 07B81-009B81-005 B81-003B81-015B81 -01 3 B81 MAP 82 0 25 50 75 10012.5 Meters 1:2,000 5849 12 67 3 11 6460 69676561 7470 4238 22 777571 47454339 2523 31 81 5349 13 17 19 32 34 36 50 54 56 58 78 12 16 28 62 68666359 46 26 767372 44414037 242120 10 57 35 828079 55525148 33302927 181514 Storm Structure Outfall Subcatchments Storm Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 82 of 82 Clarington Storm Sewer Analysis - Bowmanville This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. APPENDIX B – MAP BOOK FOR BURKETON C ON CESS I O N R OA D 10 O L D S C U G O G R O A D HAWKE COURT D A R L I N G T O N S T R E E T SUMAC ROADD01 D0 1 - 0 0 1 MAP 1 Clarington Storm Sewer Analysis - Burketon 025507510012.5 Meters 1:2,000 MAP 1 D01 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 1 of 1 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. APPENDIX C – MAP BOOK FOR COURTICE C13-125bC02-175C02-159C49-057C49-051C1 3 - 1 2 9 C 13 -143 C02-169C02-167C02-157C13-139C 49-053 C02-171 C49-04 3 C0 2 -173 C49-055C13-123C 13 -1 27 C49-047 C13-125 C49-045 C13-141VIV IAN DR IVE MA L LO RY STR E E T ADELAI D E A V ENUE TRULLS ROAD MAP 1 MAP 8 MAP 9 MAP 10 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 1 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C40-165C40-129C40-161C40-1 4 9 C40-135 C40-13 1 C40-133C40-1 37 C40-145 C40-139C40-143C40-147C40-151 C40-163 C40-127C40-155 C40-153C40-159 C40 -157 C40 -141 C40-1 67 HOL YROD DRIVE ELMER ADAMS DRIVEGORDONCOWLING STREETARTHUR TREWI N STREETCOURTICE ROADMAP 2 MAP 3 MAP 10 MAP 11 MAP 12 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 2 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C40-129C40-117C40-113C40-161C 4 0 - 1 2 3 C40-135 C 4 0 - 0 6 5 C40-053C40-07 1 C40-163 C40-087C40-115 C40-105C40-099C40-133C40 -13 7 C40-139C 40 -06 7 C40-061C 40-06 9 C 4 0-107 C40-101 C40-057C40-109C40-141 C 4 0 - 0 6 3 C40-131 C 4 0 - 0 9 5C40-111C40-127C40-103C40-153C40-159 C4 0-073C40-125C40-059C40-121C 4 0 - 0 9 7 GE O RGE REYNO L D S D R IV E HOL YROD DRIVE ELMER A D AMS DRI VEARTHURTREWINSTREET E LMER A D A M S DRIVE H A R R Y G A Y D R I V EGORDON COWLI NG STREET MAP 2 MAP 3 MAP 4 MAP 11 MAP 12 MAP 13 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 3 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C40-0 7 9 C 4 0 - 0 6 5 C40-053C40-07 1 C40-087C40-061C 4 0 - 0 6 3 C 40 -06 7 C 40-06 9 C40-057C40 -0 77 C4 0-073 C40-07 5 H A R R Y G A Y D R I V E HANCOCK ROADGEO R GE R EYNOL D S D RIVE MAP 3 MAP 4 MAP 12 MAP 13 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 4 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C26 C10-151 C26-005 C 1 0 - 147C10-149 C26-001 C26-003 MA HA F F Y P L A CE TOWNLINE ROAD NORTH LAW SON ROAD OLD VARCOE ROAD MAP 5 MAP 6 MAP 14 MAP 15 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 5 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C26 C10-1 4 3 C10-151 C10-137C1 0 - 1 4 1 C26-001 C10-1 3 9 C10-131C10-135C10 - 1 3 3 C10-145 C10-127C10-063 C 1 0 - 1 4 7C10-149C10-129VARCOE ROADM A H A F F Y P L A C EOLD VARCOE ROAD MAP 5 MAP 6 MAP 7 MAP 14 MAP 15 MAP 16 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 6 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C49 C50 C02-04 1C50-007C50 - 0 0 1 C49-0 0 1 C 5 0 - 005 C50-003C20-027C20-023C20-025SPRING FIELDLANEISLAY COURT MCLEA N R O AD TOOLEY ROAD MAP 6 MAP 7 MAP 8 MAP 15 MAP 16 MAP 17 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 7 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C49 C50 C02-111C02-039BC 0 2-12 3 C4 9-0 59 C02-06 9AC49-035C02-071C50-007C50 -001 C49-027 C 02-139 C02-053 C17-043C4 9 - 0 0 3 C02-033C49-033 C 5 0 - 0 1 5 C49-013C49-017C17-031C02 - 0 5 1 C02-049C49-0 01C02 -057C 5 0 - 005 C49-011 C49-01 5 C49-019 C02-055C49-025C5 0 - 0 0 9 C02-131C02-047C49-057C02-127 C02-125C02-0 43 C02-129C17-055C 0 2-1 35 C02-115 C02-149C02-137 C02-06 1 C02 -05 9 C02-063 C02-13 3 C50-003C49-039 C49-029C50-023C02-069BC01-082C49-043 C02-0 37 C 49-023C50-021C02-039AC02-04 1 C02-075C02-045C17-033C 02-11 3 C49-061C02-109C 50-0 1 7 C49-02 1 C02-035C50-011 C50-0 19 C17-05 3 C02 -10 7 C49-045 C49-0 37 C50-013C49-031C02 -1 05 C02 -065 C02-151 C 02-073 C02 -0 67 C 4 9 -00 7 GEORGE REYNOLDS DRIVEDAISEYFIEL DAVENUE MA LL O RY S TRE E T PAG E PLAC E ADELAI D E A V E N U E KI NTYRE S TRE E TJURA COURT VETZAL COURTFIRWOODAVENUE MULL CRESCENTNIDDERY STREETISL AY C OURT FIRWOOD AVENUEARRAN COURTDUNKIN A VENUE MAP 1 MAP 7 MAP 8 MAP 9 MAP 16 MAP 17 MAP 18 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 8 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C17 C17-051 C13-088C02-155C02-175 C 13-1 05C13-121C02-159C49-0 59 C02-069A C02-063 C02-071C1 7-0 15 C13-131C49-051C17-011C49-071C01-063C01 -065C02-12 7 C01-047C17-045 C17-019C02-167C17-039C17-031C02-06 7 C49-053 C1 7-049C02-171 C17-007C02-131C49-057C02-125C49-07 3 C02-173 C49-055C02-129C17-055C01-081C17-023C 0 2-1 35 C1 7 -005C02-169C02-149C02-165 C02-145C02-137C13-125 C13-119 C 1 7-0 3 7 C49-043 C49-067 C17-003 C13-117C17-029C17-041C17-027C02-133 C02-163C17-025 C01-067C17-043C17-013C0 2-0 73 C13-141C17-017 C02-069BC01-0 71 C 01-077B C17-00 9 C13-133C01-041 C17-001C13-0 9 7 C49-047 C02-161 C02-075C17-033C 0 1-039C49-061C01-075C02-157C01-079 C0 2-1 47C02-153 C49-063 C17-0 47 C17-035 C 0 1-077A C0 1-073C01-082C17-05 3 C02-143 C0 2 -1 39 C01-069C13-123C02-151 C49-045 C13-139C13-107C13-109C13-093FIRWOOD AVENUED E VON D ALE ST R E E T G O L D P IN E A V E N U E ADELAI D E A V E N U E DUN KIN AVEN UE GEOR GEREYNOLDS DRIVE AUDREYCOURTDAISE YFIE L D A VENU E KINTYRE STREETLONGWOOD COURTVIV IAN DRIVE TRULLS ROADMALLORY STREETBROADLANDS CRESCENT MAP 1 MAP 8 MAP 9 MAP 10 MAP 17 MAP 18 MAP 19 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 9 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C17 C39 C01 C45 C46 C39-003C13-073C 13-1 05 C13-111C13-077C13-119 C33-011C39-033 C45-005C39-031C13-088C 45-007 C39-007 C13-08 5 C45-001C01-063C13-083 C13-081C13-133C13-101C13-075C39-039 C3 3 -019 C 39-011 C 39-049 C 39-045 C46 -001 C39-043 C39-005 C 1 7-025 C13-091C39-009C39-051C17-023C17-001C39-027C39-033BC39-047C13-07 9 C33-009C33-017 C33 -013 C33-015 C39-041 C13-0 9 7 C39-025C13-103 C39-03 5 C39-029 C01-0 73 C13 -071 C13-089BC13-099C13-095C13-107C13-109C13-093DEV ON DA LE STREE T LONGW O O D C OURT LONGWOODCOURTGEOR GE REY N O L D S DR IVE CECIL FOUND CRESCENTVIV IAN DR IVE BELLMAN COURT 4T H AVEN UETRULLS ROADMEREDITH COURTSLEEMANSQUAREPIDDUC K STREETSL EEM A N S QU ARE RICHFIE L D SQUARE MAP 1 MAP 2 MAP 9 MAP 10 MAP 11 MAP 18 MAP 19 MAP 20 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 10 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C39 C01 C45C46 C39-003C 4 5-0 4 3 C39-053 C39-015Plug20 C45-02 1 C13-059C39-033 C45-005C39-031C45-033C45-035C39-007C45-001Plug21 C39-019C45-041 C39-017C39-041 C45-015 C45-031 C 40 -17 5 C39-0 2 3 C45-017C45-023C39-021C46 -001 C45-011C39-005 C39-009 C 4 5 -03 7 C45 -013 C39-0 13 C13-043C39-027C39-033BC45-039C13-06 1 C4 5-025 C1 3-039 C1 3-05 5C39-057 C 13-05 7 C4 5 -027 C13-045 C39-035 C45-029 C13 -0 41 C39-011 C4 5-019 C39-025 C39-029 C45 -007 C45-009JANE AVENUERICHFIELD SQUAREWES TM ORE S T REE T GLENVI E W RO A D COURTI CE ROADS K IN NER CO U R T GEORGE REYNOLDS DRIVE LYNWOOD AVENUESLEEM A N S Q U A RE 4 TH AVEN UE MAP 2 MAP 3 MAP 10 MAP 11 MAP 12 MAP 19 MAP 20 MAP 21 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 11 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C40B C40A C 4 0 - 0 1 7 C40-173C25-023C13-059C45-033 C40-055 C45-035C40- 0 0 9 C25-047 C4 0 - 0 05 C4 0-023 C1 3-057 C40-019C1 3-061 C25-043C40-013C40-17 5 C40-011C40-051C4 0 - 0 5 9 C25-045C40-049 C 40 -007 C40-053C 4 0-0 21 SKINNE R COURT MOULTONCOURTWESTM ORE ST R E E T FEWSTERSTREETCOURTI CE ROADLYNWOOD AVENUE N A SH ROA D HARRY GAY DRIVE MAP 2 MAP 3 MAP 4 MAP 11 MAP 12 MAP 13 MAP 20 MAP 21 MAP 22 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 12 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C40-089C25-02 7C25-023C40-091C25-047 C40-03 3 C4 0-043 C25-019 C2 5-025 C40-031C40-057C40-035C25-021C40-041C 40-0 2 7 C40-029C40-051 C 4 0 - 0 5 9 C40-047 C 40-03 7C40-049C40-045C40-053C4 0-021 C40-093C4 0-02 3 BRO OM E A VEN UE TA BB AVE NU E WILBER T HOAR C O U R T FEWSTER STREETHARRY GAY DRIVE DUVAL STREETSIMNICKCRESCENTN ASH RO A D HANCOCK ROADMAP 3 MAP 4 MAP 12 MAP 13 MAP 21 MAP 22 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 13 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C26 C27 C 2 7 - 0 0 1 C27 -007C27-017C27-025 C 2 7 - 0 0 5 C 2 6-009 C27-015 C26-001 C27-009C27-02 1 C27-019C27-023 C27-01 3 C26-005 C26-003 C26-0 0 7 TOWNLINE ROAD NORTHLIG HTHEARTDRIVE E L D ORAD O AVENU E ADELAI D E AVENUE E A S T BELAIR CRESCENTSHECOCOURTW ABB O K ISH COUR T SHAN KE L ROAD OLD VARCOE ROAD LAWSO N R O A D MAP 5 MAP 6 MAP 14 MAP 15 MAP 23 MAP 24 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 14 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C26 C10-051C10-087C10-125C11-037C10- 0 9 1 C 1 0-03 3C10-109C10-043 C10 -079 C10-053C26-001 C10-077C10-041C10-067C10 -039C10-129C 11 -039 C10-065 C10-037C10-095C10-093C10-061C10-035 C10-073 C 1 0 -02 9 C10-071B C10 -02 7C10-101C11-035C10-127C10-071A C 1 0-049 C10-0 89 C 1 0 - 0 5 9 C10-081C10-097C 10-103C10-099C11-045C10-045C10-05 5 C11-047 C10-10 7 C10-057C10-069C 1 0 - 1 0 5 C10-025C10-085C10-075BIR CHFIELD DR IVE CENTERFIELD DRIVE CIRCLE FI ELD COURT HOMEFI ELDSQUARESPRINGFIELD LANEHARTSFIELD DRIVEO AKFIEL D G A T E CLOVERFIELDSTREETBIRCHFIELD COURTVARCOE ROADOLD VARCOE ROADHOMEFIELD SQUAREMAP 5 MAP 6 MAP 7 MAP 14 MAP 15 MAP 16 MAP 23 MAP 24 MAP 25 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 15 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C 2 0 -0 0 5C10-051C11-041C11-037C11-015C10-043 C10-053C10-047C 11 - 0 1 7 C10-041 C 10-0 39 C10-0 49 C11-0 2 9C11-027C10-063 C10-037 C10-061C20-011C20-013 C11-0 39 C11-035 C11-03 1 C11-019C11-043C20-015C 1 0 - 0 5 9 C20-009C11-045C20-019 C10-05 5 C1 1-005C11-023C11-025C11-047C10-057C11-021C20-021C20-017C20-023NASH ROAD C L OVERF IEL D STREET CIRCLE FI E LD COURT VALLEYCRESTDRIVE POPPY FI ELD DRI VE WAS H BURN PATHCENTERFIELD DR IVE B IRC H F IELD DRIVEHOMEFIELD SQUARESPRINGFIELD LANESPRYFIEL D TRAIL WA SHB URN PA TH HOMEFI E L D S QUARE CLOVERFIELDSTREETTOOLEY ROAD MAP 6 MAP 7 MAP 8 MAP 15 MAP 16 MAP 17 MAP 24 MAP 25 MAP 26 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 16 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C07 C03 C20 C11 C15 C02 C42 C41 C20-00 7 C15-0 01 C03-003C03-00 7C42-001C11-001 C 2 0 -0 0 5 C41-001C02 - 009 C02-01 9 C 02 -013 C 03-013 C02-005C02-027C 20-001C 0 2 - 0 2 1 C 0 2 - 0 2 5 C02-121C07-001C02-007C20-011C02-101C 02-003C20-017C20-013C03-009C03-019C02-077C02-023 C02-119C02-097C02-035C0 3 - 0 0 1C02-033C02-029C02-001C20-015 C20-003C20-009C0 2 - 0 1 7 C02-0 11 C0 2-103BC03 -0 05 C15-00 5 C02-081 C 0 2 - 0 9 9 C 0 2 -1 1 7 C 0 2 -0 3 1 C02-093C02-073 C1 1-005 C02 -103 A C02-105 C1 5-00 3 C 0 2 - 0 9 5C02-039AC11-0 03 BLACKCREEK TRAIL OBA N COURT VALLEYCRESTDRIVE L EITH COU RT WASHB URN PATH WASHBURN PATHG E O R G E R E Y N O L D S D R I V E ROWLANDCOURTWI NDSORVALLEYPLACEM C L E L L A N C O U R T KI NTYRE STREETDUNKIN A V E N U E DE V ONDAL E STREE T MC L ELLAN DR I VE TOOLEYROADMULL CRESCENTNASH R OAD MAP 7 MAP 8 MAP 9 MAP 16 MAP 17 MAP 18 MAP 25 MAP 26 MAP 27 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 17 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C02 C03 -00 7 C03-0 11 C02-079C01-033 C 01-065C01-075C01-025 C 0 1 - 0 4 3 C02-005 C01-021 C01-04 9 C01-019C01-047C03-019C02-087C02-083 C0 2-089C01-005 C03 -015 C01-063C01-027 C02-007 C01-05 5C01-067C 0 2 -0 03 C15 -003 C03-009C01-045C02-077C02 -091C02-097C01-057 C02-001C01-051C01-041 C01-031C02-085C03-00 5 C01-053C01-029 C01-039C01-079C01-037C 0 1-009 C15-005 C15-00 7 C 03-0 13 C0 2-081 C 01-023 C01-011C02-093C01-0 61 C15-009 C 0 2 - 0 9 5 C02-075C 01-035 C03-017C01-017BLACKCREEK TRAIL DUNKIN AVENUE DEVON D A L E STRE E T ABBEYWOOD CRESCENT OBANCOURTGOLDPINE AVENUEBA R RI N G TON P L A C E ALDERB R OOK DRIVE GEORGE REYNOLDS DR IVE ABBEY W O OD C RESCE NT MO SSG ROVE C O URT CARRIAGE LANEMC LEL LAN DRIVE NASH R O ADFIRWOODAVENUEBROAD L A N D S C R E S C E N T KINTYRE STREETMAP 8 MAP 9 MAP 10 MAP 17 MAP 18 MAP 19 MAP 26 MAP 27 MAP 28 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 18 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C33 C14 C13 C01 C39 C13-006 C13-011C13-019C33-011C13-022C13 -009 C 33-00 1 C39-00 7 C01-0 03 C13-0 25 C01-001C14-003C33-003C01-005 C33-013 C01-063C01-05 5 C01-059C13-0 29 C14-001C 13-115C01-045C01-05 7 C33-017 C13-015C01-051C13-017C33-005C33-01 9C33-009C13-089BC13-005C01-017C01-053C13-001 C13-02 1 C 0 1 -009 C01-0 61 C1 3-02 3 C01-011C13 -027C13-113C13-111C13-003TRULLS ROADDEVONDALE STREETBL UEGRA S S GA T E NA SH ROA D ABBEYWOOD CRESCENTGOLDPINEAVENUE BA R RI N G TON P L A C EGOLDPINEAVENUEMOSSGROVE C O U R T 4TH AVENUE AB B EY W OO D C R ES C E N T REGIONAL HIGHWAY 2 RICHFIE L D SQUAR E RIC HFI ELD SQUARE MAP 9 MAP 10 MAP 11 MAP 18 MAP 19 MAP 20 MAP 27 MAP 28 MAP 29 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 19 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C28 C39 C28-001C13-035 C39-00 7 C13-031C39-009C13-043C13-055 C13-057 C28-005C13-041 C13-039 C13-037 C13-033C13-027 C13-06 3 C13-029 C13 -065 C1 3 -0 67 C1 3-0 69 JANEAVENUERICHFIELDSQUARE4TH AVENUE WESTMO R E S T R E E T REGIONAL HIGHWAY 2 NASH R O A D MAP 10 MAP 11 MAP 12 MAP 19 MAP 20 MAP 21 MAP 28 MAP 29 MAP 30 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 20 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C25 C32 C40B C40A C25-009C40- 0 0 9 C4 0 - 0 0 5 C25-001C32 -007C25-013 C 25-0 31 C25-033C 2 5 - 0 3 9 C32-011C2 5-011C25-003 C28-005C40-019C40-021 C13-06 5 C25-041C25-005C32-00 5C40-011C25-047C25 -015C25-045 C 2 5- 0 3 7C25-043C40-007 C32-009C13-0 6 3 C25-007C32-003C32-001WESTMO R E STREET MOYSE DRIVELIVING COURTCOURTIC E ROAD J O L LI F F E S T R E E T FEWSTER STREETMOULTON COURTNASH R O A D REGIO N A L H IG H WAY 2 MAP 11 MAP 12 MAP 13 MAP 20 MAP 21 MAP 22 MAP 29 MAP 30 MAP 31 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 21 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C25-017C25-009C 25-0 31 C25-033C25-021C25 -011C25-0 13 C25-019 C25-02 7 C25-047C25-045C 2 5 - 0 3 7 C25-015 C25-007M O U L T O N C O U R T M OYSE D R IVE LIVINGCOURTJ O L L I F F E S T R E E T SIMN ICKCRESCENTFEW STERSTREETREGIO NAL HIGHWAY 2 MAP 12 MAP 13 MAP 21 MAP 22 MAP 30 MAP 31 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 22 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C10 C10-001 C10-0 07 C 10-003 EASTLAWN STREETTOWNLIN E ROAD NORTHTOWNLIN E ROAD SOUTHR EGIONAL H IGHW A Y 2 NASH ROAD KING STREET EAS T VI OLET H A LL R O A D MAP 14 MAP 15 MAP 23 MAP 24 MAP 32 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 23 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C10-005C11- 0 3 3 C10-123C10-115 C11-039 C10-111C10-119C10-009 C11 -0 1 3 C10-003 C11-035 C1 0-0 17 C10-011C1 0-015 C10-0 13 C10-113 C10-0 07 C 10-019 C 10-021 C10-025C10-023DALE PARK DR IVE KING STREET EAST REG IONAL HIG HW AY 2 TOWNLINE ROAD SOUTHTOWNLINE ROAD NORTH D ALE PA R K DR IVE CLOVERFIELD STREETDARLINGTON BOULEVARDBRI DLE COURT VARCOE ROADNASH R O A D MAP 14 MAP 15 MAP 16 MAP 23 MAP 24 MAP 25 MAP 32 MAP 33 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 24 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C10-121C08-009C0 8 - 0 0 5 C 2 0 - 0 0 5 C09-029C11-003 C11- 0 3 3C11-037C09-003 C0 9 - 0 1 1 C08-019 C10-123C 1 1 - 0 1 7 C10-115 C20-009C11-039 C10-119C08-007C11-0 2 9 C11-019C0 9-005 C 09-007 C09-009C09-031C08-013C09-033C09-023C 0 9-0 1 3C09-035C11-035C11-015 C09-017 C08-015 C 09 -027 C 1 1-00 9 C08-017 C10-113 C09-02 5 C0 9-03 7 C11-0 1 3 C1 1-011 C09-021C09-039C09-041C09-019 C11-005 C11-007 C11-031 VA LLEY CREST DR IVE VARCOE ROAD CLOVER F I E L D S T R E E T SPRYFIE L D T R A I L DAL E PA RK D RI VECHERRYBLOSSOMCRESCENT B RIAR H ILL GA TE REGIONAL H I G HWAY 2 CENTERFIEL D DRI VED ALE PA R K DR IVE BE L L E V IE W COU R T DARLINGTON BOULEVARDNASH R O AD OLD K INGST ON R OA DCHERRYBLOSSOMCRESCENTMAP 15 MAP 16 MAP 17 MAP 24 MAP 25 MAP 26 MAP 32 MAP 33 MAP 34 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 25 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C08 C07C11 C09 C41 C20-00 7 C0 8 - 0 0 5 C03-003C11-001 C 2 0 - 0 0 5 C41-001C03-0 1 1 C09 -00 9 C11-007 C05-045C 09 -001 C03-013 C05-0 1 7 A C08-01 9 C 19-02 1 C04-165C08-001 C0 3 - 0 0 1 C05-011C05-015C05-013C05-019 C09-003 C0 8 -003 C05-021C08-007C05-027 C09-005 C 09-007 C03-009C08-009C08-013 C03-005 C07-005C05-017B C05-0 2 3 C20-003 C08-015 C0 8 -01 7 C07-001C07-003C08-011C04-167C03-019 C11-005 C04-163 C11-003 PRESTONVALE ROADTOOLEYROADBLACKCREEK TRAILP HAIR AV ENUE WH IT E CLIFF E DR IV ECENTERFIELD DR IVE OLD KI N G S T O N ROA D WINDSO R V A L L E Y G A T E RENWI CK ROAD R EGIONA L HIG HWAY 2 OLD K IN G S TO N R O A D ROBERT ADAMS DRIVEOSGOODE GATE BE L L E V IE W COU R T WIND SOR VALLEY PLACENASH ROAD VALLEYCRESTDRIVE MAP 16 MAP 17 MAP 18 MAP 25 MAP 26 MAP 27 MAP 33 MAP 34 MAP 35 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 26 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C05-025C03-0 1 1 C04 -069C03-017 C04-06 3 C0 4 - 1 6 1 C03-01 5 C04-1 53 C 04-067C04-061C04-073C04-405C04-169C03-009C04-085C03-005 C04-403C04-0 83 C04-07 7 B C04-075C04-157C 05-02 3 C04-151C04-077AC04-159C03-019 C03-013 C04-15 5 A C04-15 5 B C0 4-079 C 04-081 C04-065C04-071C04-167C04-163PRESTONVALE ROADSTUART ROADSANDRINGHAM DRIVE STRAT H A L L A N D RI V EBLACKCREEK TRA IL RENWICK ROAD K E N N E D Y D R I V E ROB ERT A D A M S DRI V E BLACKC R E E K T R A I L P HAIR A VENU E LYNDALE CRESCENT STE PHEN A V E N U E ST IRLI NG AVENU E REGIO N AL HIG H W A Y 2 MAP 17 MAP 18 MAP 19 MAP 26 MAP 27 MAP 28 MAP 34 MAP 35 MAP 36 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 27 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C14 C04-379BC04-115C04-35 7C04-397C04-363 C04-260 C04-097C04-383 C04-087 C0 4-1 05 C04-137 C04 -117 C04 -39 5 C04-379AC04-111C04-08 1 C04-10 1 C 04-2 5 7B C04-1 3 1 C04-127 C 04-4 01 C 0 4-3 61 C 04-387 C04 -3 73 C04-261C04-389 C04 -369 C04-093C04-125 C 0 4 -391 C04-089C04-07 7 B C0 4 - 0 9 5 C04-1 53 C04-109C04-375C04-271C14-003C14-001C04-085C14-009C04-091C04-123C04-0 83 C0 4 -367 C04- 1 0 7 C04-129C04-139C04-151C04-147 C04-10 3 C 0 4-2 7 3C04-403C04-149C04-385 C0 4-079 C04-399C14-005C 04 -355 C04 -145 C04-359C04-133C04-393C14-013C14-007C04-365C04-371C14-011POOLTON CRESCENTSANDRINGHAM DRIVEM C M A NN C RESCENT TRULLS ROADSTRA THAL LA N DRIV E BUYSONCRESCE N T F A I R C O M B C R E S C E N T STEPH E N A V E N U ESTIRL ING AVENUE REGIONA L H I G H W A Y 2 KENNEDY DR I VESTUART ROADBUSHFORD STREETMAP 18 MAP 19 MAP 20 MAP 27 MAP 28 MAP 29 MAP 35 MAP 36 MAP 37 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 28 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C28 C28-001C04-24 7 C28-013 C0 4 -27 5 B C0 4-2 60 C28-023C04-27 5AC04-129C04-253C04-233 C04-251 C28 -00 3 C28-0 31 C0 4-231 C04-229C0 4 - 2 3 9 C 04-25 7B C28 -009 C28-097C2 8 - 0 2 5C28-021C28-029C04-240 C 0 4 -23 5C28-103C04 -2 41 C04-271 C28-017 C28-007 C28-101C04-255C04-237BC14-009C04-123C0 4-237A C28-01 9 C2 8 - 0 2 7 C04-2 8 1 C28 -0 15 C04-2 7 9 C0 4 -2 45 C0 4 -273C14-007C04-249 C04-243C14-013C28-099 C14-015C28-005C14-011RICHARDGAY AVENUESANDR I N G HAM DRIV E WEAVERSTREETSA NDRI NGHA M DR IV E GRANARYLANEBRO W N S T ONE CRES C E N TTRULLS ROADBUSHFORDSTREETCAL EC HE A VENUE AVON D A LE D R IVE REGIONAL HIGHWAY 2 MAP 19 MAP 20 MAP 21 MAP 28 MAP 29 MAP 30 MAP 36 MAP 37 MAP 38 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 29 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C 2 8 - 0 2 7 C28-089 C28-073C04-283C28-0 13 C28-07 1A C28-0 61 C2 8-055 C28-003 C28-043C28-039C28-0 31 C28-087 C28-045 C28-081C28 -071B C28-029C28-033 C28-01 7 C28-077 C28-063 C28-041C04-282C28-007 C28-067C 28-0 53 C04-2 79 C28-069C28-011C28-03 5 C28-009 C28-04 7C28-075C28-083C2 8-01 5 C28-079 C28-06 5 C04-28 1 C28-091C04-324AC28-057C28-0 85C28-095C28-049 BC28-037 C 28-05 1 C 28-0 49A C 28 -0 59 C28-093C28-005 SAN DRINGHAM DR IV E STAGEMASTER CRESCENTAVONDALE DR IVE BRO W N S T O NE C R E S C E N T CALEC HE AV ENUE REGIONAL H I G H W A Y 2 COURTICE ROADFIELDCREST AVENUESHORT C R E S C E N T MAP 20 MAP 21 MAP 22 MAP 29 MAP 30 MAP 31 MAP 37 MAP 38 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 30 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C2 8-05 1 C28-0 5 5 C 28-0 53 C28-059 C28-057C 2 8-049A S ANDR IN GHAM DRIVE FIELDC R E S T A V E N U E STAGEMASTER CRESCENTCOURTICE ROADMAP 21 MAP 22 MAP 30 MAP 31 MAP 38 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 31 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C12 C38 C12-063 C38-019 C1 2 - 0 5 3 C38-011C38-015C12-027C12-037C38-003C12-039C12-0 49 C38-001 C12-029C12-065C12-033 C12 -05 1A C12-041C12-069 C 12-0 51B C38-013BC12-035 C12-055C1 2-095 C38-017 C12-025 C12-067 C12-013C38-023C12-047 C12-0 15 C12-0 61 C12-057C12-071 C12-0 43 C38-021C12-045C12-073C12-059C38-013AC1 2 -09 3 LABRADOR DRIVETOWNLINE ROAD SOUTHFOXHUNT TRAIL CA RLING A VE N UE EMPI RE CRESCENTEDINB OROU GH L A NE M E R IV AL E C OURT BARRO N COUR T KINGSVIEW COURT KI N GSW A Y GATE EASTLAWN STREETDARLI NGTON BOULEVARDKINGSWO ODDRIVE MAP 23 MAP 24 MAP 25 MAP 32 MAP 33 MAP 39 MAP 40 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 32 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C38 C12-001C3 7 - 0 0 3 C38-003 C38-001C19-013C 12-011C12-057C12-007C1 2 -00 9 C38-023C12-0 15C12-071C38-021C12-073C12-059C12-013KINGSWOOD DR IVE DARLI NGTON BOULEVARDKINGSVIEW COURT E DINB OROU GH LA NE WHITE CL IFFE DR IVE FOXHUNT TRA IL MAP 24 MAP 25 MAP 26 MAP 32 MAP 33 MAP 34 MAP 39 MAP 40 MAP 41 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 33 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C21 C05 C19 C18 C4B C4A C21-017 C21-023C21-041C04-001C05-015C21-013C 0 5 -04 1 C21-063C19-0 2 1 C05-00 3 C04-003 C2 1-00 5 C0 5-004C2 1-027 C21 -0 19C05-011C05-013C21-0 3 5 C19 -005 C05-017BC05-009C18-001C05-001C21-009C21-0 0 3 C19 -007C21-015C04 -005 C04-002C19-009C19-015C19-017C19-011C19-013C19-019C21-037C19-003C05-027C21-029C21-045C21-061C21-0 3 9 C05-033C05-037C19-001 C2 1 - 0 0 1 C05-039C05-043 C21-011 C05-035C21-043C0 5-0 05 C05-031 C05-029C21-021 C21-03 1 C05-007C05-045C18 -003 C21-007 C21-033C21-059 ROBERT ADAMS DRIVEW HITTAK E R AVE NUEPRESTONVALEROAD DECOE COURTHAMP ST EAD G ATE H ATHAWA Y DR IVE SHEENANCOURTM ULHOLLAND COU RTHALSTEAD ROADWORTHINGTON DRIVERENWICK ROADWHITE CLIFFE DRIVESAGE W O O D AVENUE MAP 25 MAP 26 MAP 27 MAP 33 MAP 34 MAP 35 MAP 40 MAP 41 MAP 42 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 34 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C4B C21-017 C04-009C 0 4 - 0 4 7 B C04-349C04-019C2 2 - 0 5 3 C21-023C22-021C04-0 4 9 C04-001C04-031C21-013C21-00 7 C04-037C04-043C22 -001 C0 4 -04 1 C22-057C21-063C 04 -003 C04-057C04-035C22-047C2 1-027C21-029 C04-071C04-163 C21-019 C 22 -051C04-065C22-025C21-009C04-023C21-015C22-049C04-405C04-027 C04 -005 C04-181C04-017A C 0 4 -0 5 5 C04-007C04-177C04-021C04-0 4 7 AC04-061C05-027C04-059C05-037 C 0 4 -02 5 C22-015AC22-055C22-023C21-061C04-0 29 C04 -017B C04-039 C22-013C05-033C04-015C04-179C04-045C04-051C21-011 C05-035C04-171C22-0 15B C 04-013C05-029C21-021C04-409C04-173C04-169C04-407C 04-175 C0 4-01 1 SANDRINGHAMDRIVEPARKLAWN DRIVEFO U ND COUR T HAMPS T E A D G A TE DECOE COURTPRESTONVALE ROADW HITTA KER AVE NUE CLA RET R O A DRENWICK ROADROBERT ADAMS DRIVEGLENABBEY DRIVEREX TOOLEY LANEOKE ROADLYNDALECRESCENTSAGEWOODAVENUEWINDHAM CRESCENTBEECHNUTCRESCENTMAP 26 MAP 27 MAP 28 MAP 34 MAP 35 MAP 36 MAP 41 MAP 42 MAP 43 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 35 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C23-017C23-021C2 3 - 0 0 3 C23-027C04- 2 0 7A C23-007C04-260 C04-031C04-037C04-043C04-097C23-015C0 4 - 0 4 1 C2 2 - 0 1 9 C04-105 C04-269 C04-033C04-351C04-3 37 C04-205C04-035C22-10 5 C 2 3 - 0 2 3C04-265C04-263C04-101 C23-025C04-261C04-353C04-093C22 -0 81 C04-199 C04-207BC23-009C04-027 C0 4 - 0 9 5 C23-013C22-025C 23-0 31 C2 2-0 79 C22-077C 22-017 C22-109 C04-181C04-195C04-189C22-2 15 C23-019 C 22-213 C0 4 -1 93 C23-035 C22-023C04-099C04-20 1 C04-335 C 0 4 - 1 9 1 C04-203 C04 -3 45 C 04-187 C04-33 9 C22-229 C04- 1 0 7 C23-001C22-015AC23-005C04-0 29 C04-039 C22-013C04-179C04-045C04-10 3 C 0 4-1 85 C22-107C04-257A C 2 2-0 1 5B C0 4-34 7 C04- 3 4 3 C04-209 C04-257 B C04-267C23-0 29 C23-0 33 C23-0 11C04-183C04-349WADE SQUA RE INGLIS CO U RT YORKVILLECOURT FOUND COURT SANDRINGHAM DRIVEPARKLAWN DRIVE STUAR T R O A D OKE R OAD WADE SQUAREOKE ROAD WI LLIAM INGLES D RIVEGRANVILLEDRIVE ING L IS AVEN UE GLENABBEY DRIVEWINDHAMCRESCENTYORK V ILLE DRIVE HILLHU R S T CRE S CE NT JOHN W ALTER CR ESCE NT MAP 27 MAP 28 MAP 29 MAP 35 MAP 36 MAP 37 MAP 42 MAP 43 MAP 44 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 36 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C04-247 C23-021 C04- 2 0 7 A C04-269 C04-227BC04-301 C22-095C04-260 C04-331C04-225C 23-03 1 C04-3 37 C 2 3 - 0 2 3 C2 2-087C23-025C04-305 C0 4-339 C0 4-213 C22 -0 81 C22-101C22-103C04-207BC04-2 7 9 C04-289C22-089C22-091 C22-07 9 C04-307C04- 2 2 9 C22-077C22-083C04-283C2 2-0 85 C22-109 C04-205C04-287C04-315 C22-097C04-249 C23-035 C04-227AC04-20 1 C04-237 A C04-251C04-211 C04-203 C22-229 C22-0 99C14-015 C04-2 8 1 C04-2 19 C04-285C04-3 13 C04-245 C0 4 -2 23 C 22-093C22-107C04-257AC04-255 C04 -209 C 04-309 C04-335 C04-299 C04-257 B C04-253C04-295C04 -293 C04-291 C22-105 C04-2 97 C04-215C04-217C04-221C04-231 C04-311 C 04-333 INGLI S C OURT YORKVILLECOURT ADAIRSTREE TFARMINGTO NDRIVE GRANVILLEDRIVEJOHN W ALTER CRESCEN T BROWNSTONE CRESCENTWIL LIAM INGLES DR IVE WILK INS CRES CENT WADE SQUA RE YO RKVI LLE D RIVE WEAVER STREETSTONEFI ELD STREETAVOND A L E DRI VE INGL ISAVENUEHIL L H U R S T CR E S C E N T HEARTH S T O N E CRESC E N T TRULLS ROAD WA D E SQU AR E MAP 28 MAP 29 MAP 30 MAP 36 MAP 37 MAP 38 MAP 43 MAP 44 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 37 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C04- 2 2 9 C 0 4- 3 19 C04-291 C04-324C04-3 2 6 C04-2 7 9 C04-289C04-329C04-282C04-287C04-283C04-227AC 04-31 5 C 04-331 C04-327 C04-317C04-285C04-3 13 C04- 2 8 1 C04-321 C04-323C04-324AC04-333 AVONDALE DRIVEFARMING TON DR IVE PING LEDRIV E WILKINS C R E S CENTSTONEFI ELD STREETHEARTHSTONE CRESCENTBRO W N S T O N E CRE S C E N T FIELDCRESTAVENUEWIL K INS C R ESCEN T MAP 29 MAP 30 MAP 31 MAP 37 MAP 38 MAP 44 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 38 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C12 C38C38-001C38-005C38-013BC0 6 -00 7 C38-003 C38-011C38-007 C38-023C06-009 C38 -009 BI RKDALESTREETA T H ABA S CA S T R E E T TOWNLINE ROAD SOUTH CHERR Y D O W N DRIVEEASTLAWN STREETTOWNLINE ROAD SOUTHOL IVE AV E NU E KINGS W O O D DRIV E M CCL URE C O U R T KINGS WOODDRIVE PINEDALE CRESCENT GLEN RI DGE COU RT L ABRA D O R D RIV E SUN NYBRA E C RESCE NT MAP 32 MAP 33 MAP 39 MAP 40 MAP 45 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 39 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C06 C16 C12 C37 C12-001C16-007C16-031 C16-027 C06-019C38-001C38-005C06-065C16 -0 35 C1 6-0 19C06-001C12-007C3 7 - 0 0 1 C16-003C16-017C06-003C16-015 C06-061 C38-003 C12-009 C3 7 - 0 0 3 C06-0 15 C0 6 -007 C21-053 C06-005 C16-021C06-011 C16-059 C38-007 C16-005C16-011C16-029C16-063C16-013C16-037BC16-009 C 1 6 - 0 2 3 C1 6-061C38-023 C16 -001 C06-017C 1 6- 0 3 7 A C06-009 C21-051 C06-069C16-02 5 C16 -0 3 3 PI N EDALE C RESCEN T TOWNLINE ROAD SOUTH PI NEDAL E CRESC E N T CHE RRYDO W N DRIV E PE BBL EBEAC H D R IVE GL EN A BB E Y D RIVEHEMMINGWAY DRIVEKINGSWOODDRIVEAUBURN LANE N E WPO RT A VE NUE MAP 32 MAP 33 MAP 34 MAP 39 MAP 40 MAP 41 MAP 45 MAP 46 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 40 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C21-023C21-043C 1 6 - 0 7 1C21-033C21-047 C34-023AC1 6-08 7C06-063 C16 -0 77 C16 -0 35 C16-0 1 9 C29-0 63 C21-0 53 C2 9 - 0 4 3 C21-027 C16-067C34-025 C21-055 C29-061C16-017C06-065 C16-057 C16-043C16-015 C06-061 C21-049 C16-011 C 1 6 - 0 3 9 C21-021C 3 4-033C16-051C21-057 C16-033 C 29-059 C29-065C16-041C16-055 C16-069 C34 -0 31 C 16-047 C06-067C21-02 9 C16 -061 C16-091C29 -0 4 1C16-013 C16-05 3 C34-029C16-049C16-073C16-083C16-081C16-05 9 C21-03 1 C16-065C16-037BC34-027C21-045C21-051 C 1 6-045 C21-024C21-05 9 C16-0 79 C34-023BC 1 6-0 3 7 A C16-0 75 PEBBLEBEACHDRIVEWORTHINGTONDRIVES H U T T L EW O R T H D R I V E THORNB URY CO URT ROBERT ADAMS DRI VEAUBURN COURT A U B U R N L A N E SAGE W O O D A V E N U E HU NTIN GTON CR E SCENT GLE N EAGL E S D R I V E GLENABBEY DRIVESADDLEBROOK COURTTHORNBURY STREETNEWPORT AVENUETHO RNBUR Y S TREET AUBUR N L A N E HUNTINGTONCRESCENTHEM M ING WAY DR I V E MAP 33 MAP 34 MAP 35 MAP 40 MAP 41 MAP 42 MAP 45 MAP 46 MAP 47 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 41 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C22 C47 C47-00 1C47-0 03 C3 4 -0 3 7C21-023C22-233C 1 6 - 0 7 1 C22-027C16-085C22-043 C22-235 C 22-033 C22-009C22-007C22-031 C16 -0 77 C22-165 C22-067 C2 9-033 C22-159C2 9 - 0 4 3 C47-005 C29-031C21-027 C22-037C21-02 9 C29-013C22-023C 2 2 - 1 7 3 C22-061C2 9-02 9 C22-041C22-049C21-021C34 -033 C22-1 75 C47-007C22-055C22-029C2 9 - 0 3 7 C16-075 C22-1 69C22-047C34-031 C29-017C22-059C 2 2 - 1 7 7C22-181C22-057C22-025C22-013C29 -0 4 1 C29-035C34-03 5 C2 9-01 5 C22-161C16-073C22-16 7 C22 -0 39 C22-065C34-037bC 1 6 -089 C22-163C16-079 C16-083C16-0 87C22-171C21-024C29-019C16-091C22-035C22-045HUNTIN G T O N C RE SCENT P EA RSCOU RT WORDEN DRIVEA R N O L D J O H N S T O N S T R E E TSAGEW O OD AVENUEM E ADOWG L A D E R O A D GLENABBEYDRIVE OKEROADSADDLEBROOK COURTROBERT ADAMS DR IVE PRESTONVALE ROADREX TOOLEY LANEG LE N A B B EY D R IV E GLEN E A G L E S D R I V ETHORNBURY STREETMAP 34 MAP 35 MAP 36 MAP 41 MAP 42 MAP 43 MAP 46 MAP 47 MAP 48 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 42 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C23 C22 C47 C47-00 1C47-0 03C22-065 C22-205C22-027C 2 2 - 1 9 3 bC22-007C2 2 -1 9 5 C22-067 C22-159C22-011C2 2-169 C22-009C22-023C 2 2 - 1 7 3 C22-197C22-207 C22-203C22-217C2 2 - 1 9 1 C47-00 5 C22-211C 2 2 - 1 8 5 C22-17 5 C47-007C2 2 - 2 0 1 C22-215 C22-029C22-199C 22-22 1 C22-22 3 C 2 2 - 1 7 9 C22-213 C22-227C22-025C22-013C2 2 - 2 0 9C23-001C22-181C22-187C22-189C22-231C22-171C 2 2 - 1 8 3 C 2 2 -1 7 7 MEADO W G L AD E ROAD GRANVI LLEDRIVE JOHN WALTER CRESCENT WOR DEN DRIVEHAYM AN S TR E E T KATER SON LA N E GLENABBEY DRIVEC A M E R O N F E R G U S O N S T R E E T A R N O L D J O H N S T O N S T R E E TOKEROAD WILLIAM INGLES DRIVE MAP 35 MAP 36 MAP 37 MAP 42 MAP 43 MAP 44 MAP 47 MAP 48 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 43 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C22-2 2 5 C 22-22 1 C22-215 C2 2 -223C22-229C22-227MEADO W G L A D E RO A D GRANVI LLE DR IVE WILLIAMINGLES DRIVE K AT ERSON LANE B L OO R STRE ETTRULLS ROAD MAP 36 MAP 37 MAP 38 MAP 43 MAP 44 MAP 48 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 44 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C06 - 0 5 5 C35-013C06-027AC16-031 C34-043 C06-0 65 C06-037C34-041C06-061 C06-02 5 C06-05 9 C3 4 -0 47 C06-015 C06-013 C06-041C 06 -02 9 C3 4-039C06-017C06-027B C16-033 C06-039C06-0 33C06-019C06-011 C 06-04 3 C06-023 C 0 6-049 C0 6-021 C0 6 -0 51 C06-035 C06-0 4 7 C06-0 53 C06-031 C 06-057 C 0 6-04 5 C3 4-04 5 PINEHU R S T AVENUE TOWNLIN E ROAD SOUTHBRUNTSFIELDSTREET SUNNIN G D ALE AV EN UE CHERR Y D O W N D RI V E PINEDAL E CRESCENTSUMME R L E A COURT DO W N C R E S C E N TBIRKDALE STREET DE L MARK COURT NEWPO R T AVENU E BIR KDALE COURT DO W N CR E S CENT GLENA BBEY D R IVE B LOOR STRE ET EAS T PINEDA L E CRESC E N T GORD VINSON A VENUE B LO OR S T R EETTURNBERRY CRESCENTMAP 39 MAP 40 MAP 41 MAP 45 MAP 46 MAP 49 MAP 50 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 45 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C29-069 C 3 6-1 1 9C2 9 - 0 8 9 C35-013 C34-043 C29-085C29-113C29-067C29-09 3 C06-06 3 C29-061C29-06 3 C36-09 5C06-037C34-009 C29- 0 55 C29-079C2 9 - 0 4 3 C29-111 C36-031 C29-097 C29-077 C 29-071 C29-103C29-109C36-037C29-075C34-023AC06 -065C34-041C06-061 C29-105C06-05 9 C06-067C29-073 C29-081 C29-049 C29-107C34-019C06-049 C3 4 -045 C34-015C29-095C 36-007 C29-083 C29-051C29-039C29-059 C36-0 91 C 3 6 -09 3 C 44-045 C29-101C29-065C29-087C34-021C06-041C29-045C34-039 C2 9-09 9 C2 9 - 0 5 3 C0 6-033 C06-039C3 4 -005 C34-017C29-091 C29-057 C36-033 C 34-007 C36-039C06-04 3 C34-011C34-003C06-035C36-035C34-023BC3 6 -007 b C 3 6-12 1C29-065bC36-0 09 C 3 6 -01 1C34-013 C 0 6 -04 5 C29-047MEADOWGLADE ROADR O B E R T A D A M S D R I V E FENNING DR IVE KILGA N N O N A VENU E ROSSWELL DRIVEFERRISSQUARE GLENA B B E Y D RI V E PARTN E R D R I V E CALE AVE N U EBRUNTSFIE LDSTREETGORD VI N S ON A V ENU E SUMM E R L E A C O U RT D E WE LL C R E S CE N THUNTINGTON CRESCENTMONTA GU E AVEN UE DE WELL C R E S CENTFERRIS SQUARETURNB E RR Y CRESC E N T S H U T T L E W O R T H D R IV E BLOOR S T REET F RA NK WHEEL ER AVE N UE BECKET T CRESCE N T EASTFIEL D CRESCENTMAP 40 MAP 41 MAP 42 MAP 45 MAP 46 MAP 47 MAP 49 MAP 50 MAP 51 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 46 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C29 C30C36-111C36-087C30-001 C29-113 C36-115C29-005 C 2 9-001 C36-083C2 9 - 0 4 3 C36-1 05 C36-031 C3 6-109 C36-113C36-107C36-099C36-037C 36-10 3 C 2 9 - 0 53 C36-097C36-101 C 3 6-085 C30-005C29-095C29-051C29-039C36-0 93 C 3 6-095 C36-079C29-045C29-013C29-009C29-011C29 -003C29-035C36-0 77 C29-007C36-033C36-081C3 6-117C36-039C36-11 9 C30-003C36-035C36-1 21C29-047C3 6-089 C3 6 -091 C30-007R O B E R T A D A M S D R IV E PARTNER DRIVE P EAR SCOUR T GORD VINS ON AV E NU E ROSSWELL DRIVEHUNTI N G T O N CRESC E N T FERRIS SQUAREFR ANK WH E EL ER A VENU E MON T A G U E A VEN UE C ALE A V ENUE MEADOWGLADE ROADSHUTTLEWORTH DRIVEFERRIS SQUAREBLOO R STREET PRESTONVALE ROADMCROBERTS CRESCENTBATHG A T E C R ESC ENT DEW E LL CRE SCEN T MAP 41 MAP 42 MAP 43 MAP 46 MAP 47 MAP 48 MAP 50 MAP 51 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 47 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C29 C 29 -005 C 2 9-001 C30-005C29 -003 C30-003PRESTONVALE ROADB L OOR S TREET MAP 42 MAP 43 MAP 44 MAP 47 MAP 48 MAP 51 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 48 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C35-019C35-001 C44-0 09 C34-043 C 44-0 1 7 C35-0 27 C3 5 -017 C35-005C35-013C35-015 C35-0 11 C35-021C34-047 C35-009C4 4 -014C35-023C35-007C44-023 C35-003C44-0 11A C3 5 -0 25 C44-011BC35-029 C44-013C34-045 C44 -015 WE S LE Y D R I V E KILGANN ON AVENUEPICKAR D G A T E TOWNLI NE ROAD SOUTHSOUTHDOWN STREET B INGHA M G A TE STAPL E S AVENUE NORMAN C O U R T DO W N C R E S C E N T SOUTHD A L E A V E N U E S OU T HG A T E D R I V E GRANDV I E W D RIVE EDNA COUR T SOUTHDOWN DRIVENORMAN C R E S C E NT SOUTHRID GE STREETGORD V I N S O N A V E N U E CORNIS H D R IVE DO W N C R E S CE NT MAP 45 MAP 46 MAP 49 MAP 50 MAP 53 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 49 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C44 C44-033 C44-027 C4 4 -075 C44-061C44-067C44-003C34-043 C44-008bC44-065BC4 4 -0 17 C44-077C44-055C44-0 7 1 C44-073 C44 -0 69C44-039C35-005 C44-035 C44-0 24C44-025C44-029C34-041C44-016C44-022C44-037C35-013 C 4 4-0 07 C44-0 47 C4 4 -0 20C44-013C36-033C35-0 11 C44 -0 2 6 C34-045 C4 4-043 C36-091 C44-0 18 C44-057C35-009C44-049 C44-045 C36-005 C4 4 -006C35-007C44-051 C44-028 C44-01 4 C35-003C 4 4-011A C34-003C44-059 C44-002C 35-025 C 4 4-023 C36-019C44-011BC34-001C44-019C44-02 1 C44-005C44-031C36-0 1 7 C35-001 C44-053C36-0 1 3 A C44-065 C3 6-003 C36-007 b C44-008 C44-015 C36-031C36-005 b C3 6-013B C 3 6-01 5 C4 4 -009 C36-011 C44-063C36-0 01 C35-029 COUSINS STREET BA T HGATE CR ESCE NT C ORN ISH DR IVE ROSSWELLDRIVE FENNING DR I VETOWNLINE ROAD SOUTH DUD LEY CO URT SOUTH FI ELD AVENU E ROY N IC HOLS DR IVE BIN GHAM G ATE K IL G AN NO N AVEN U E PICKAR D G A T E CORNISH DRIVEFRANK W H E E L E R A V E N U E STAPL ES AV ENUE STAINT ONSTREETMON TAGUE A V E N U E AYLES WOR TH A VENU E MAP 45 MAP 46 MAP 47 MAP 49 MAP 50 MAP 51 MAP 53 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 50 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C31 C36-0 2 1 C44-061C36-041C36-063C31-001C3 6 -0 5 1 C 36-04 5 C36-057C36-061C36-053C36-049C36-059 C36-044 C36-043C36-01 5 C36-073 C36-047C36-033C36-081C36-055 C 36-0 23 C36-029 C36-075 C36-079 C30-007C36 -0 6 9 C36-011 C44-063C36-019C 36-071 C36-065C36-017 C36-01 3A C36-067C36-031C31-005C36-0 27 C36-091 C36-0 2 5 C31-003C36-077 ROSSWELL DRI VEMONTA G U E AVENU E ROY N ICHOLS DR IVE AY LE SW O RTH AVE NU E BATHG A T E C R E S C E N T PRESTONVALE ROADSO UTHF IELD A VENUE BATHG A T E C R E S C E N T KERS EY CRES C E NT MAP 46 MAP 47 MAP 48 MAP 50 MAP 51 MAP 53 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 51 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C48C48-005C48-003c48-001 BA SE L I NE ROAD MC K N I G H T R O A DHANCOCK ROADHANCOCK ROAD MAP 52 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 52 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C44 - 0 1 0 C44-001 C44-004 C44-008C44-006 C44-008bC44-012 C44-002DUDLEY C O U R T SOU THGATE DRIVE FENNING DR IVE CO U SIN S S T R E E T BINGHA M G A T E SOUTHRIDGE STREETTOWNLINE ROAD SOUTHSOUTHPORT DRIVEHI G H W A Y 4 0 1 HI G H W A Y 4 0 1 MAP 49 MAP 50 MAP 51 MAP 53 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 53 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C51B C51 C52 C52-00 3 C 51 - 00 7 C52-001 C5 1-013C51-001 C51-003 C51-011 C51- 0 0 5 C51-00 9 COURTICE SHORES DRIVE DARLI N G T O N PARK ROAD MEGAWATT DRIVECOU R T I CE RO A D ENERGY D R I V E HAUL ROAD MAP 54 MAP 55 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 54 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C51-00 9 C43-021C43-013C5 1-017 C5 1-01 9 C51-013 C5 1-0 15 C51-011 C43-011E NERGY DRIVE OSBORNE ROAD HAUL ROAD MAP 54 MAP 55 MAP 56 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 55 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. C43 C43-001C43-021C43-013C43-029 C43-007c43-009C43-027 C43-005C43-011C 43-025 C 43-0 2 3 C43-006ENERG Y DRIVE OSBORNE ROADMAP 55 MAP 56 Clarington Storm Sewer Analysis - Courtice 025507510012.5 Meters 1:2,000 597 241 86 3 11 444240 29 55 525149 31272523 13 14 16 18 22 33 35 45 47 20 37 39 4341 24 5654 50 302826 1210 32 15 53 4846 383634 211917 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 56 of 56 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. APPENDIX D – MAP BOOK FOR HAMPTON O L D S C UG OG RO A D HIGHW A Y 4 0 7 EDMONS O NAVENUEHIGHW A Y 4 0 7 P E R R Y A V E N U EELGIN L A NEWA L D R O N S T R E E T H05 H 0 4 - 0 0 7 H 0 4 - 0 1 5 H05- 001 H04-013H 0 5 - 0 0 7 H05-003H 04-009H04-011 H05-005H 0 5 - 0 0 9 H 0 5 - 0 1 1 MAP 1 MAP 2 MAP 3 Clarington Storm Sewer Analysis - Hampton 025507510012.5 Meters 1:2,000 MAP 2 MAP 1 MAP 3 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 1 of 3 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. O L D S C UG O G R O A D P E R R Y A V E N U E MILLSTREAM LANEEDMON SON AVENU EKE RR AVEN U E KING LANEORMISTON LANEH04 H03 H01 H02 H06 H 04-003 H06-001 H02-007H0 6 - 01 3 H02-005H04-001H01-001 H02-001H 0 4 - 0 1 5 H06-0 0 2 H04-009 H0 4-011H03-001H02-003H 0 4 - 0 0 7 H 0 4 - 0 1 9 H03-005H 0 4 - 0 0 5 H01- 0 03H03-003H 04-017MAP 1 MAP 2 MAP 3 Clarington Storm Sewer Analysis - Hampton 025507510012.5 Meters 1:2,000 MAP 2 MAP 1 MAP 3 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 2 of 3 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. KER R AVENUE P E R R Y A V E N U E OL D S C U G O G R O A D KI N G LA N E LIBERTY STREETMILLVILLE AVENUEN O R T H DI VISI O N S T R E E TORMISTON LANEMILLSTREAM LANEORMISTON STREETH01 H06 H06-017H06-019H06-001 H06-003H 0 4 - 0 1 5 H01-001 H0 6 - 0 0 2 H06-005H0 6 - 0 1 3 H 0 4 - 0 1 9 H0 6- 01 5H03-005H0 1-003H03-003H06-007H06-009MAP 1 MAP 2 MAP 3 Clarington Storm Sewer Analysis - Hampton 025507510012.5 Meters 1:2,000 MAP 2 MAP 1 MAP 3 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 3 of 3 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. APPENDIX E – MAP BOOK FOR NEWCASTLE GR A D Y DRIVE G OMME AVENUE B UCK LES CO U RT THOMASWOODLOCKSTREETWH ITEH AND DRIVE RUDELL ROADPEDWELL STREETHIGHWAY 35 & 115GOHEENSTREETHIGHWAY 35 & 115ER SK INE DRIV E N ODEN C R E S C E N T WAMSLEY CRESCENTMAP 1 MAP 2 MAP 7 MAP 8 N 05-0 03 N05- 0 3 9N05-053N05-007N0 5 - 0 6 1 N03-027N03-013N05-0 57 N05-045AN05-017N05-023N05-013N 05-05 1 N05 -0 47 N 0 5-021N05-019N05-009N05-011N 0 5 -04 5N05-049N05-055 N0 5 - 0 3 7N05-063 N05-067 N03-025 N05-041 N05-071N05-035 N03-025SN05-069N05-02 9 N 05-0 31 N05-005 N 0 3-0 31 N0 5-0 4 3 N05-059 N03-039N03 -015 E N05-0 1 5 N03-015N03-025N N05-02 7 N03-015NN 03-0 3 9E N05-02 5 Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 1 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. WHITEHAND DR IVE DONAL D POW E L L CRES CENT GRADY DRIVE GEORG E STR EE T WEST ALL E NS LA NE BARCHARDSTREETGRA DY DRI V ENODENCRESCENT G OMM E AVENUE BUCKL E S COURT A L D R I D G E L A N EPEDWELLSTREET MONRO E S TREET W EST M A N V E R S R O A D NORTH STREETGOHEENSTREETREMI COURTMAP 1 MAP 2 MAP 3 MAP 7 MAP 8 MAP 9 N04 N12 N06 N05 N31 N12-001N12-0 1 1 N06-00 1 N04-001 N05- 0 3 9 N31- 0 0 5N05-007 N0 5 - 0 6 1 N06-007N03-013N31-001N04-003N 05-043 N0 5-0 15N05-013N05-073N0 5 - 0 0 1N05-009N31-023N05-011N12-003N06-003N05-0 25N05-063 N12-013 N05-041 N12-005 N05-071N 05-003 N31-007N05-069N03-015N05-073SN12-009N05-005 N31-0 25 N 03 -015E N05-067 N12-007N05-065N05-035 N0 5 -037N05-033Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 2 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. BEAVERSTREETSOUTHMILL STREET NORTHANDREWCOURTALLE NS LA NE SYLVIACOUR TNORTH STREETKIN G AV EN U E EA ST M A N V E R S R O A D MONRO E S T R E E T E A S T AND REW ST R EET GEORG E STREE T EAS TBE AVER STREET NORTHGEORG E S T R E E T WE ST MONRO E S T R E E T W E ST WILMO T STRE ET MAP 2 MAP 3 MAP 4 MAP 8 MAP 9 N15 N18 N04 N02 N18-001N04-019N01-02 7 N04-001 N0 4-011N01-019N 02-00 1 N04-005 N18-005 N01-051N04-02 7 N04-003N 12-005 N04-053 N15-A-003N15-A -005N04 -055 N04-051 N01-015 N04-057N01-017 N04 -013 N04-009 N04-02 5 N15-B -001N0 1-025N02-003N18-003N04-059N15-B-003N04-00 7 N 04-021 N04-017N04-023 Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 3 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. KING A V ENUE EAST BEAVERSTREETSOUTHANDREWCOURTRAFTONSTREETH ARM ER DR IVESYLVIACOURT R ESNIK DR IVEORCHARD HE IGHTS DR IV EGRAHA M C O URT MCNAIRSTREETANDR E W STREE T OATLEY COURT ARTHUR STREETMAP 3 MAP 4 MAP 5 MAP 10 MAP 11 N15 N01-019N21-059N15-A -005 N14-033 N14-025A N21-041N21 -05 7 N0 4-0 3 9 N04-033N04-031N04-035N21-037 N04-053 N04-029N15-A -003 N04-02 7 N04-04 1 N21-049 N0 4 -055 N21-081N21-045N04-037 N14-027N01-0 35 N2 1 - 0 4 3N04-057N01 -017 N04-02 5 N0 1-037 N01-039N04-049N01 -033 N01 -0 31 N21-053 N01-02 7 N01-02 9 N14-025BN04-04 3 N15-B -001 N0 1-025 N2 1-0 51 N21-0 5 5 N 0 4-023 N04-045N04-051 N1 4-03 5 N04-059N15-B-003 N 01-041 N04-0 47 N21-0 47 N14-031N14-025C N14-029Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 4 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. ANDREW S T R E E T BROOKHOUSE DR IVEARTHUR STREETORCH ARD HE IGHT S DRIV E HAR M ER DR IVE RESNIK D RI V E LAKIN GDRIV EMCAULIFFESTREET W ILLI A M JOSE C O U R T CHA L LEN G E R C O URTMCNAIR STREETBLOO M AVEN UE K ING AV E NU E EAST MAP 4 MAP 5 MAP 6 MAP 10 MAP 11 N 20-067 A N20-069 N14 - 019 N21-059N14-013N20-047N20-041N14-033 N21-049 N20-053 N20-059N20-031N21-057N21-081N14-041N 20-035N20-039 N 01-039 N14-009 N21 -051 N21-053N20-071N14-025BN20-037N20 -033N20-065N14-047 N 14-045 N21-0 5 5 N20-045 N20-04 3B N 2 0-051 N20-061N14-017N14- 01 1N14-015N20 -0 57 N 2 0-075 N 01-041 N 14-0 37 N20-043 A N14-025A N14-023 N14-031 N1 4-0 35 N 14-043 N14-021 N14-04 9 N14 -039 N14-025C N 14-051 N14-029N14-027 N 20-049N2 0-0 5 5 Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 5 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. WILLIAM JOS E COUR TANDREWSTREET REGIO N A L H IG HW A Y 2 F A R ROW A V E N U E K ING AVE N U E EAST MAP 5 MAP 6 MAP 11 N14N14-017N20-047N14-001 N14 -003 N14-049 N20-053 N20-049N20-045 N 2 0-051 N1 4 - 01 1 N14-007N14-015 N14-0 09 N14-005 Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 6 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. KIN G AVEN U E WEST THOM A S WOODL O C K S T REET FOSTER CREEK DRIVEFLOOD AV ENU E GUS UL AVENUE RUDELL ROADERSKINE DRIVEGOHEENSTREETPEDWELLSTREETGI VEN ROAD R E GIONA L HIGHWA Y 2 MC DONALD C R E S C E NT RUTHERFORDDRIVEMAP 1 MAP 2 MAP 7 MAP 8 MAP 12 N10 N03 N10-049 N 03-063 N10-017N03-029N10-011N03-023N03-071 N10 -005 N0 3-0 73 N10 - 0 2 9 N 0 3-053 N03-065 N03-04 1 N10-039N03-033N03-069 N 10-031N03-051N1 0-0 2 1N03-061N10-041N03-035N03-059N1 0-0 6 1N03-045N10-019 A N03 -055N03-049N0 3-005 N10-035 N03-025 N03-057 N0 3-019 N03 -0 11EN03-047N03-011N03-015 N03-021 N03-025SN03-027 N03-031 N03-013N05-071N10-019BN10-043N10-015N10-007N03-017N10-009 N03 -00 7N03-037N10-0 01 N03-009 N 03-003 N 10-037N03-039N03-043N1 0-00 3 N10-013N10-065N10-033N03-001Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 7 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. FOSTER C R E E K D RIVEBARCHARDSTREETFLOOD AV ENUE EDWARD STREET WESTCOULSONCOURTDONALD POWELL CRESCENTDONCASTERCRESCENTGUSU L AVEN UE CHESTER LANEGIV EN ROADPEDWELLSTREET MASSEYDRIVE RUTH E R F O R D DR I VE GOHEENSTREETAL D R I D G E L A N E KING A VENUE W EST STANFORDCRESCENTLILLIAN CR E SCENT MAP 1 MAP 2 MAP 3 MAP 7 MAP 8 MAP 9 MAP 13 MAP 14 N01 N10-049 N03 -0 63 N13 -017 N13-025 N13 - 0 4 7 N13-023BN13-059N31- 0 0 5 N10-017N03-045N03-071 N0 3-0 73 N31-011N10 - 0 2 9 N 01-0 03 N13-041N10-033 N13-043N03-069 N13-013N 1 0-031 N10-023 N31-009N05-073S N1 3-0 31N03-061 N13 -0 3 9 N 1 3 - 0 3 7 N13-019N31-023N10-027N13-035N03-059N13-027N03 -067 N 10-021 N09-011N31-013 N13-045N13-051 N03 -009 N10-059N10-019 A N13 -0 07 N1 3-0 61B N1 3-009 N13-015N10-035N10-063 N13-01 1N03-011N13-023 AN03-015N31-007 N13-02 9 N31-019 N31-025 N13-057N03-013N10-025N05-071N10-019BN03-065 N10-015N31-019N N31 -02 1 N13-053 N13-04 9 N 1 3-05 6 N 13-055 N 03-011 E N05-071SN13-021N 10-037 N 13-0 61A N1 0-06 1 Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 8 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. CHURCH STREETNORTH STREETBEAVER STREET SOUTHEDWA RD STR EET EA STBEAVERSTREETNORTHCAROLINE ST REET EAST FO ST ER CR E E K DRI V E J AME S STRE E T W E ST EMILY STR E ET WES T ED WAR D STR EE T WES T CA ROLI N E STR EE T WES TMILL STREET NORTH KING AV ENU E WEST CHESTER LANEMI LL STREET SOUTHEM ILY STREE T E A S T KING AV E N U E E A S T BALDWI NSTREETLIL L I A N CR E S C E N T STANFO R D CR E SC ENT MAP 2 MAP 3 MAP 8 MAP 9 MAP 10 MAP 13 MAP 14 MAP 15 N01 N19 N09 N13 N 01-0 0 1 N01 -047 N01-02 7 N13-0 2 5 N13 - 0 47 N19-039 N19-009 N01-019N04-003N19-003N1 9-01 5 N19-02 1 N01-043N01-049N13-041N13-01 1 N01-005 N01-051N1 9 - 0 3 1N13-043N 19-007N16-0 0 9N09-00 1 N19-005N13-0 31 N13-0 49 N1 3 - 0 3 9 N 1 3 - 0 3 7 N1 3-00 5 N0 1-0 11 N19-001 N04-00 7 N16-029N13-035N13-027N01-045N19-013 N01-01 7 N09-011N13-001 N01-013 N01-00 9 N0 1-0 07 N13-045N13-051 N 01-00 3 N19-019N13 -0 07 N1 3-009 N19-029N01-025 N19-017N01-015 N 13-003 N13-029 N19-011N13-063N19-023 N19-0 25 N13-033 N19-027 N16-031Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 9 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. CHURCH STREET E M ILY STREET WES T HARMER DRIVE MI LL STREET SOUTH JAM E S ST REET W E S T CAROL I N E S T R EET WES T BRIDGE S D RIVEBEAVER STREET SOUTH LAKING DR IVE EDWAR D STREE T WEST S H IPLEY A VENUE CAROLI N E S T R E E T E A ST JA M E S STR EET EA ST ED WA R D STR EET EA ST EMILY STREE T E A S T KING AV E N U E E A S T GLASS COURTLAKINGDRIV ERAFTON STREETCUTLERDRIVE MAP 3 MAP 4 MAP 5 MAP 9 MAP 10 MAP 11 MAP 14 MAP 15N21-065 N21-013 N21 -019N01-019N21-09 1N16-023N21-041N16-015N 21-07 3 N2 1 - 0 9 3 N29-0 0 3N21-045N16-0 0 9 N21-01 7 N29-007N21-029N21-067N21-035N2 1-0 87 N21-0 23 N 21-0 25 N21-0 85 N16-029 N21-037N2 1 - 0 4 3 N21-069 N21-033 N20-081N21-021 N01-01 7 N21-031 N2 1 -079 N21-053N01-02 7 N29-005N16-017N17-005N16-019 N01-025 N21-051 N2 0-0 82 N21-0 71 N20-0 80 N16-011 N 20-079N21-027N 21-00 7N21-077N21-061 N21-047 N21-039N21-049N16-027N21-015 N 21 -06 3 N21-009N21-011N21-059N21-083 N16-013N16-025 N19-027 N16-021N16-031Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 10 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. E DWARD STR E ET EAST HIGHWA Y 4 0 1 HARMER DRIVE LAKING DR IVE BROOKHOUSEDRIV EGLASS COURTBRI DGES DR I VEBLOOM AVENU E R AVEY S T R E E T S HIPLEY AVENU ERAFTONSTREET HIGHWA Y 40 1 MAP 4 MAP 5 MAP 6 MAP 10 MAP 11 MAP 15 N29 N20 N28 N20B N28-011N21-065N20-025N20-019 N21-09 1 N28-005N 20-0 13 N28-001 N2 1 - 0 9 3 N21-07 3 N20-065N20-002N 20 - 0 1 7 N 2 8-007N20-037N29-007N21-067N20-001N29-0 0 3 N20-083N20-03 5 N21-069N2 0 - 003 N20 -023N21-051 N21-053N20-071N29-005N21 -063 N 20-00 9 N20-03 3 N20-015 N2 0-0 82 N 21-071 N21-089 N2 0-080 N21-075 N20-021N20-031N21-049 N20-011 N20-077N20-075 N20-07 9 N20-073N21-061N20-005N20 -081 N 21-0 07N21-011N20-007N21-009N20 -029 N28-003N20-027N21-059 N28 -009 Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 11 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. RUDELL ROADHAR T BO ULEVAR DRAYMOND COURT SUNSET B OULEVA R D DONCA S T E R CRE S CENT HIGH WAY 4 01HIGHWAY 4 0 1 MAP 7 MAP 12 MAP 13 N25 N2 5-00 7 N1 0 -05 1 N 2 5 - 0 0 1N10-047N10-013N10-041N10-061N10-035N25-0 09 N25-005N25-003N10-049 N2 5-0 10 N10-0 53N10-045 N10-039 N10-037N10-043 Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 12 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. SUN SET BOULE V A RD RUDELLROADHIGH W A Y 4 01RAYMOND COURTVI NCENT COURTHIGHWA Y 4 01 EDWARD ST R E E T W E S T CHESTER LANEL AKEVIE W R OA D DONC ASTER C R ESC EN T TORO NTO STREET HAR T BOULEV A R D H I G H WAY 401 MAP 7 MAP 8 MAP 9 MAP 12 MAP 13 MAP 14 N25N10-041N10-057N13-017 N1 0 -05 1 N13-013N 2 5 - 0 0 1 N13-019N10-035 N 25-0 09 N10-059N09-01 7 N25-005N09-019N13-015 N09-009N25-003 N13-011 N09-00 7N10-049 N09 -021 N10-0 53 N10-037 N25-010 N10-061 N 1 0-05 5 N09-0 13 N 0 9-015 N09-011Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 13 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. H I GHWAY 40 1 ROBE RT STR E E T WES T H IG HWAY 40 1 CHURCH STREET SUNSET B O U L E VAR D HART C OURT LAK EV I E W R O A D CHESTERLANEHARTBOULEVARD HIGHWA Y 4 01 H IGHW A Y 401 T ORONTO STR E E T MAP 8 MAP 9 MAP 10 MAP 13 MAP 14 MAP 15 MAP 16 N08 N09 N16 N08-001N13-011 N13-063N08-003N09 -0 13 N16-009 N09-0 0 3 N16-003 N1 6-001N09-009 N09-005 N09-00 7 N09-001 N16-031N09-011Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 14 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. BEAVER STREET SOUTHCL IFTON S T R E E TAMOS STREETCHURCH STREETH IGHWA Y 401 TORON TO STR E E T ROBER T S T R E E T E A S T MILL STREET SOUTHHIGHWAY 40 1 HIGHWAY 401HIGHW AY 401 HIGHW AY 40 1 MAP 9 MAP 10 MAP 11 MAP 14 MAP 15 MAP 16 MAP 17 N08 N17 N26-015N08-001N16-015N17-001N26-018N17-003N08-003N29-007N26-013N16-009 N16-001N26-016 N16-003 N17-005N16-011 N26-021N16-031N16-013 Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 15 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. CL ARKE ST REET PORT OF NEWCASTLE DRIVEM I LLIGAN STRE E T CATHERWOODLANECALDWELLCRESC E N T MAP 14 MAP 15 MAP 16 MAP 17 MAP 19 MAP 20 MAP 21 N26 N27 N27-001N26-015N26-005N22- A-103B N22-A-099N 2 6- 0 0 3 N26-0 0 1 N2 2 - A -1 3 5 N 2 2- A - 1 3 3 N22-A-1 0 7 N22-A-10 9 N26-0 0 9N26-016 N 2 2 - A - 1 4 9 N2 6 - 0 0 7 N22-A -139N26-011 N27-003 N22-A -137N22-A-125N22-A -1 4 3 N22-A -147 N22-A-123N22-A -101N2 2-A-0 97N22-A-141N22-A-131N26-013N22-A-105N22-A-129N 22-A-1 03A N22-A -145N22 -A -11 7 N22-A-127N22-A-151Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 16 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. Q UEEN V I C TORIA S TRE E T METCAL F S T REET GEORGE MANNERS STREETMILL STREET SOUTHMAP 15 MAP 16 MAP 17 MAP 20 MAP 21 N26 N27 N32 N32-0 0 1N27-001N 2 6 - 0 0 3 N2 6-0 01 N2 6 - 0 0 7 N27-003 N27- 0 0 5 Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 17 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. K E AT ING D RIV ETORONTO STREETMILL IGAN STREE T MAP 18 MAP 19 N24 N23N23-045 N 2 4 - 0 0 3 N23-00 1 N23-0 35 N 24-004 N24-001N23-05 5 N23-003 N23-04 7 N 2 3 - 0 4 3 N23-049 N23-005N23-041N23-039Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 18 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. LAKEBREEZEDRIVE SHIPWAY AVENUE TORONTO STREETMILLIGA N S T R E E T STILLWELLLANEDONALDSON DRIVEBELSEY LANESISSON LANEDOUG WALTON LANECORPORAL PATTERSON LANEK EA TING D RIVE ALLDREAD CRESCENTMAP 18 MAP 19 MAP 20 N24 N23 N23-009N23 - 0 6 9 N22-A-057N22-A-085N23-045N23-067AN23-073N23-029N 2 4 - 0 0 3 N23-023N23-051AN22-A-10 9 N23-021N23-085 N23-057 B N23-00 1 N23-083 N23-033 N23 -057A N2 2 -A-1 1 5 N 24-004 N22-A-111N2 3 -0 07 N24-001N23-0 51B N22-A-061BN23 -003 N22-A-087 N22-A-055 N23-04 7 N 2 3 - 0 4 3 N23-053N23-067B N23-081 N23-079N23-005N23-061 N22-A-061AN23-041N23-059N23-06 3 N 2 3-049 N23-071N23-037N 23-035 N23-039N23-075N23-031N23-019N23-065 N23-05 5 N23-011N23-015N23-025N22-A-1 1 7 N23-017N23-013N23-027N23-077 Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 19 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. PORT OF NEWCASTLE DRIVEMILLIGA N STREET LAKEBREEZE DRIVE SHIPWAY AVENUE WATERVIEW LANEALLDREAD CRESCENTBLUENOSE LANE SCHOONER LANE CARVETHCRESCENTPORT OF NEWCASTLE DRIVEHODNE T T C RESCEN T STILLWELL LANEDOUG WALTON LANEMAP 16 MAP 17 MAP 19 MAP 20 MAP 21 N22N22-A-025N22 -A-1 1 3 N22-A -079N22-A-057N22-A-099N23-067B N 2 2 -A - 0 3 9 N22-A -0 0 1 N2 2 -A-003 N22-A-011 N22-A-1 2 1 N23-021N22-A-1 0 7 N22-A -041 N 2 2-A-019 A N22-A-081N22-A-083 N22-A-015N23-085 N22-A-10 9 N 22-B-023N22-A-093N22-A-013N2 2-A-035N22-A-111N 2 2 - B - 0 0 3 N22-A-0 37 B N2 2-A-019 B N22-A-033N22-A-027AN22-A-077N22-A -101N22-A-047N22-A-029BN22-A-0 9 7 N22-A-065 N22-A-087 N22-A-1 0 3 A N22-A-043N22-A-067 N22-A-049 N22-A-061BN22-B-019 N22-A-0 2 3 N22-A-053 N2 2 -A - 0 0 9 N22-A-055 N22-A-051N22-A-031N22-A-069N22-A-021N22-A-119N22-A-059N22-A-091BN 22-A-0 17 N22-A-071N2 2-A-0 9 5N22-A-105N22-A -007N22-A-061AN22 -A-02 9 AN23-065 N22-A-091A N22-A-005N22-A-089N22-A-075N22-A-063N22-A-045 N 22-A-1 15 N22-A-027BN23-019N22-A-073 N22-A-1 1 7 N23-017Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 20 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. SHIPWAYAVENU E DARCY S TREET QUEEN VI C T O RI A S T R E E T LAKEBREEZE DRIV ECARVETHCRESCENT MILL STREET SOUTHMAP 16 MAP 17 MAP 20 MAP 21 N22 N30N22-B-017N22-B-013 N30-009N30-005N30-001N22-B-005N 2 2- B - 0 0 7 N22-A -001 N2 2 -A-003 N 22-B-023 N2 2 - A -0 0 9 N3 0 -0 0 7N22-B-015N30-003N 22-B-025 N 2 2 - B - 0 0 3 N22-A-045N22-A -007N22-A-005N22-B-009N22-B-019 Clarington Storm Sewer Analysis - Newcastle 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 MAP 6 MAP 7 MAP 8 MAP 9 MAP 10 MAP 11 MAP 12 MAP 13 MAP 14 MAP 15 MAP 16 MAP 17 MAP 18 MAP 19 MAP 20 MAP 21 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 21 of 21 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. APPENDIX F – MAP BOOK FOR NEWTONVILLE GEORGE BURLEY STREETPAYNES C R E S C E N T JONES A V E N U E CH A R LES TIL LEY C RE SCEN T NF2 NT02-015 NT01-005AN T 0 2 - 0 1 3NT02-019NT02-007NT02-003NT01-00 3 NT02-005NT02-011 NT 02 -009NT02-00NT 02-017 N T01-001 MAP 1 Clarington Storm Sewer Analysis - Newtonville 025507510012.5 Meters 1:2,000 MAP 1 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 1 of 1 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. APPENDIX G – MAP BOOK FOR ORONO MILL STREETNORTH MILL LANEHIGHWA Y 35 & 115NORTH M I L L L A NE HIGHWAY 35 & 115PETERS P I KEDA V I DS CRESCE N T TAUNTO N R O A D ANDREWSROADHIGHWAY 35 & 115HIGHWAY 35 & 115HIGHWAY 35 & 115ROBIN S ROADO01-001 O02- 0 05 O03-013O02 -007 O03-007O03 - 0 11 O02-015O03- 0 0 9O03-021O0 2-013 O 0 2-0 0 1 O03-001O03-015O02 -009 O0 2-011 O03-017O02-017O03-003O02-003O01-003O03-005O03-023O03-019O 0 2-0 19 MAP 1 Clarington Storm Sewer Analysis - Orono 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 1 of 5 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. MILL STREETMAIN STREETCHURCH STREET NORTHDICKSON STREET OLD CEMETERY ROAD PARK S T R E ET C E N TREVIE W STRE E T HIGH WAY 35 & 115CHURCHILL AVENUE HIGH WAY 35 & 115 O04-001 O06-007O06-015O04-0 05 O0 6 - 0 0 1O06-017O05-003O06-023O06-011O06-009O05-007O05-009O05-005O04-003O06-029O06-021O06-019O 06 -031 O06-027 O06-0 25 O06-003 MAP 2 MAP 3 MAP 4 Clarington Storm Sewer Analysis - Orono 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 2 of 5 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. COBB LEDIC K STR EE T STATION STREET CHURCHSTREETNORTHMAIN STREETDU CHE SS S TREET PRINCE SS S T R EET SOMM E RVILL E DRIVE D UCH ESS ST RE ET PRIN C E S S STRE E T BOWEN S T R E ETLEIGH STREETO08-0 55 O04-001 O09-003O08-031O09-001O08-04 5O08-043 O05-001 O09- 0 0 5O0 6 - 0 0 1 O08-013O08-051O 0 8-015 O08-057 O 08 -037O05-005 O08-0 49 O 0 8-0 39O05-003O08-029O06-003O04-003O08-033O08-041MAP 2 MAP 3 MAP 4 MAP 5 Clarington Storm Sewer Analysis - Orono 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 3 of 5 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. STATION S T R E E T DUCHES S STREET MAIN STREETSO MMERVI L LE DR IVEROWE STREET BOW E N STREE T HIGHWAY 35 & 115 SO MM E R VIL L E DRIVE H I G HW A Y 3 5 & 1 1 5 COBBL E DI C K S TREET DUCHE S S ST REE T STATI O N S T R E E T HIGHW A Y 3 5 & 115 NORTH STATION STREET P R INCES S STREET ORONODIV IS IONSTREET HIGHWAY 35 & 115HIGHWAY 35 & 115O07-021 O07-007 O08-011O08-031O07-001O08 -045 O08-019O08-025 O08-047 O07-031O10-009 O10-003 O08-043 O10-011O0 7 - 0 0 3 O08-057 O10-015O08-013 O08 -03 9 O08-051O07-033O08-007O07-019O07-0 23 O 0 8-015 O07-029 O07-017O07-013 O08-021 O 08 -037 O07-015 O07-027 O08-0 49 O10-001O07-009O07-03 7 O 07-00 5O08-027O08-029 O 0 8-017 O07-035O07-011O08-033 O08-059 O0 7-025 O08-023O08-041MAP 2 MAP 3 MAP 4 MAP 5 Clarington Storm Sewer Analysis - Orono 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 4 of 5 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. HIGHWAY 35 & 115HIGHWAY35 & 115WINTERROADMAIN STREETCONCESSION ROAD 5HIGHW A Y 35 & 115 SOMM E R VI L L E D RI V E MILL PO N D RO ADHILLCREST LANEHIGHWAY 35 & 115HIGHWAY 35 & 115O08-011 O08-001O08-013O08-007O08-015 O08-017 O08-005O08-003MAP 3 MAP 4 MAP 5 Clarington Storm Sewer Analysis - Orono 025507510012.5 Meters 1:2,000 MAP 1 MAP 2 MAP 3 MAP 4 MAP 5 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 5 of 5 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021. APPENDIX H – MAP BOOK FOR TYRONE LIBERTY STREET NORTHCLEMENS ROAD C ONCES SI O N ROA D 7 VENTON C OURT SU M MITCRE S T COUR T LORNE Y EO CO U R T MAP 1 T01 T02 T 1-00 9T1-003T1-001T1-007T02-001T1-005Clarington Storm Sewer Analysis - Tyrone 025507510012.5 Meters 1:2,000 MAP 1 Storm Structure Outfall Subcatchments Stom Conduit Below 80% Capacity 80 to 100% Capacity Above 100% Capacity MAP 1 of 1 This map is for information purposes only and the Ganaraska Region Conservation Authority takes no responsibility for, nor guarantees, the accuracy of the information contained within the map. Prepared by Ganaraska Region Conservation Authority: Dec 2021. Produced using information provided by the Ministry of Natural Resources, GRCA and other municipal sources. Copyright (c) Queen's Printer, 2021.