Town of Grand Valley 2022 Asset Management Plan (Core Assets) — full text

This is the exact embedded text of the captured official document. Snapshot 17b3ebe9ea56 · verified 2026-06-09 · original document · archived snapshot · unofficial consolidation, the official version is held by the municipal clerk.

2022 Asset Management Plan (Core Assets) Town of Grand Valley R.J. Burnside & Associates Limited 15 Townline Orangeville ON L9W 3R4 CANADA August 5, 2022 300052426.0000 Town of Grand Valley i 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Record of Revisions Revision Date Description 1 July 26, 2022 Draft Final Report 2 August 5, 2022 Final Report R.J. Burnside & Associates Limited Report Prepared By: Arunas Kalinauskas Business Manager - Asset Management / GIS AK:sd Town of Grand Valley ii 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Executive Summary This report contains the Asset Management Plan for the Town of Grand Valley (Town) core assets. The report has been organized as follows: - Section 1: Introduction; - Section 2: State of Local Infrastructure; - Section 3: Expected Levels of Service; - Section 4: Asset Management Strategy; - Section 5: Financing Strategy; and, - Section 6: Recommendations. The "state of local infrastructure" section provides an overview of the core capital assets owned by the Town. This includes detailed information on asset inventory, including asset attributes, accounting valuations, replacement costs, useful life, age, and asset condition. This information provides the foundation for other sections of the asset management plan. Based on data provided by the Town and discussions with Town Staff, it is believed that the Town's core assets including Water, Wastewater, Storm Water, Roads, and Bridges have a Good weighted average condition (with the weighting based on asset replacement cost) as outlined in the following assets table. Please note that weighted average conditions do not fully reflect the many assets that need to have capital improvement investments but provide an overall high-level perspective of all the assets found in that asset grouping/network. Please note that Water and Wastewater core assets which are funded by system rate payers have been separated from the other tax based core assets of Roads, Bridges and Storm Water. Each asset class has been subset for better understanding of the core asset classes. Of note is the Water Tower identified in poor condition which the Town has received funding to upgrade. The Town's portion of costs have been outlined in the financial information. Asset Type Asset Sub-Type Condition (Weighted Aver age) Risk (Weighted Average) Roads Road Base N/A N/A Road Surface Asphalt Very Good Low Road Surface Gravel N/A N/A Bridges & Culverts Good Moderate Cross Road Culverts Good Moderate Town of Grand Valley iii 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Asset Type Asset Sub-Type Condition (Weighted Aver age) Risk (Weighted Average) Storm Water Storm Mains Good Low Catch Basins Good Moderate Storm Manholes Good Low Discharge Point Good Low Underground Enclosure Average Moderate Storm Ponds Good Low Water Facilities & Components Water Tower Poor High Pumping Station - Cooper Street Average Moderate Pumping Station - Melody Lane Average Moderate Pumping Station - Well #5 Very Good Low Equipment Equipment Very Good Moderate Water Wells Water Wells Very Good Moderate Water Hydrant Water Hydrant Good Moderate Water Mains Water Mains Good Moderate Water System Valve Water System Valve Good Moderate Wastewater Facilities & Components WWTP Site Works & Other Assets Very Good Moderate Admin-Maintenance- UV Good Moderate Blower-Sludge Pumping Good Moderate Headworks Good Moderate Bio Solids Tank Good Moderate Surge Tank Very Good WWTP on site Pumping Station Good Moderate Emma Street Pumping Station Very Good Moderate Air Release Chamber Very Good Moderate Amaranth Street Pumping Station Very Good Moderate Gravity Main WW Gravity Main Average Low / Moderate Town of Grand Valley iv 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Asset Type Asset Sub-Type Condition (Weighted Aver age) Risk (Weighted Average) Pressure Main WW Pressure Main Very Good Moderate WW Manhole WW Manhole Good Low Looking at a weighted average of remaining life as a percentage of useful life can provide a quick estimate of how quickly the Town may be looking to invest in either capital improvements or asset replacement. Both the water and wastewater assets indicate that they are relatively young in age and therefore have very good to good conditions. The tax supported core assets show a weighted average good condition but are in the mid-range of their useful life. It is important to view these percentages not as absolutes but as triggers to seek more information about an asset type. For example, when looking at the Bridge & Culvert assets are identified with a weighted average of good condition. However, the weighted average remaining life of this important asset class is approximately 1/3 of the asset useful life indicating more substantial investments will need to be made in this asset class. In fact, the Town has been investing well in their bridges/culverts. The Town's investments are clearly shown from 2015 when the Town's average bridge condition index was 66.5 to 2021 average bridge condition index of 75.3. "Expected levels of service" compares the current level of service provided by the Town, and the recommended levels of service that will help extend the life of the above-mentioned asset types as well as help accommodate for growth of the Town. The Town of Grand Valley takes great care in the service levels they offer their constituents and public. This report has made a few additional Levels of Service (LOS) recommendations that can potentially extend the life of the Town's core tangible capital assets and therefore reduce the total lifecycle costs of these assets. The "asset management strategy" for core assets provides a long-term operating and capital forecast for these asset related capital costs, indicating the requirements for maintaining, rehabilitating, replacing/disposing, and expanding the Town's assets, while moving towards the specified expected levels of service identified above. The goal of the asset management strategy is to have the Town moving towards a more sustainable asset management position over the 10 year forecast period. We have also taken into consideration the potential risk of each asset by identifying the asset consequence of failure and probability of failure. Asset risk was assessed based on the asset's age, condition, consequence of failure, and probability of failure. The following have been identified based on Town data as assets that need to be replaced or major improvement over the next few years: Town of Grand Valley v 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Roads - Leeson Street from 175m south of Mill Street to Mill Street - asphalt resurfacing (recommended improvement in 2023, approximate cost $28,560) - West Alley from Mill Street to Amaranth Street - asphalt resurfacing (recommended improvement in 2023, approximate cost $33,696) - Bielby Street from Amaranth St. to Gier Street - asphalt resurfacing (recommended improvement in 2025, approximate cost $18,480) - Concession Road 8-9 from Sideroad 24-25 to Sideroad 27-28 - rehabilitation of asphalt surface and road base. Pulverization of surface asphalt and adding some gravel to provide more structure to the road base (recommended improvement in 2025, approximate cost surface $252,167, and base $201,433) - Douglas Street from Leeson Street to Emma Street - asphalt resurfacing is a current need, however will wait for the design and installation of a wastewater connection of one final home at the centre of this road segment (recommended improvement in 2025, approximate cost road surface $20,160) - Emma Street from Amaranth Street to Douglas Street - asphalt resurfacing is a current need, however there is a storm water gravity main issue along this road segment that requires the gravity main to be replaced at a deeper depth to avoid potential winter freezing (recommended improvement in 2025, approximate cost $36,960) - Leeson Street from Amaranth Street to Douglas Street - asphalt resurfacing is a current need, however there needs to be a CCTV inspection of the wastewater gravity main to ensure the condition of this sewer main has at minimum 25 more years of service life (recommended improvement in 2025, approximate cost road surface $38,640) - MainStreet from Parkview Street to End/Park Entrance - asphalt resurfacing and review of off road catch basins (recommended improvement in 2025, approximate cost $15,120) - The Town is currently inspecting all their crossroad culverts and storm water outfalls via the Federation of Canadian Municipalities (FCM) asset management funding. This project will better identify crossroad culverts that require maintenance or replacement. There are six crossroad culverts identified based on their age that potentially require replacement in 2023 for approximate total cost of $17,960. It is recommended that the Town wait for the results of the current inspection project to assess which culverts require replacement or just flushing. Bridges - Bridge 7 on Sideroad 24-25 - requires engineering feasibility study and geotechnical investigation (recommended improvement in 2023, approximate cost $25,000) - Bridge 10 on Sideroad 27-28 - requires completion of the engineering design (recommended improvement in 2023, approximate cost $10,000) Town of Grand Valley vi 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 - Bridge 7 on Sideroad 24-25 - requires engineering design and permits (recommended improvement in 2024, approximate cost $60,000) - Bridge 10 on Sideroad 27-28 - bridge replacement (recommended improvement in 2024, approximate cost $1,139,500) - Bridge 3 on Sideroad 21-22 - requires engineering design and permits (recommended improvement in 2025, approximate cost $20,000) - Bridge 4 on Sideroad 24-25 - requires engineering design and permits (recommended improvement in 2025, approximate cost $21,000) - Bridge 12 on Sideroad 27-28 - requires engineering design and permits (recommended improvement in 2025, approximate cost $21,000) Storm Water - Storm water headwall and discharge point/outfall into the Grand River just east of Bielby Street - requires replacement both age based and initial inspection from the FCM storm water inspection project indicates need for replacement (recommended improvement in 2023, approximate cost $7,500) - Emma Street from Amaranth Street to Douglas Street Storm Water Gravity Main and Catch Basins - There is a need to replace the storm water gravity main too a deeper depth as the current gravity main can at times freeze up during the winter, and at the same time replace he catch basins (recommended improvement in 2025, approximate cost gravity main $36,120, catch basins $12,000) Water - Water Tower - requires some necessary improvements to upgrade the water tower condition (recommended and funding approved for 2023, 2024, 2025, approximate cost to the Town $49,273, $98,546, $98,545.65 respectively) - Cooper St Water Pumping Station - the Town's water system service provider indicated that the Town requires a generator that will ensure power during electrical power outages (recommended improvement in 2023, approximate cost $150,000) - Melody Lane Water Pumping Station - based on age the chemical analyser requires replacement (recommended improvement in 2024, approximate cost $5,000) - Town Office - based on age the chemical analyser requires replacement (recommended improvement in 2023, approximate cost $7,500) - Water Meters - Based on discussions with Town staff it is recommended that the water meters be replaced over a five year period (recommended improvement in 2023, 2024, 2025, 2026, and 2027, approximate cost $10,000 per year) Town of Grand Valley vii 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Wastewater - Wastewater Treatment Plant Blower-Sludge Pumping Building - The Town's service provider identified that there needs to be an improvement to the Screw Centrifugal Pumps (recommended improvement in 2023, approximate cost $4,000) - Wastewater Treatment Plant Blower-Sludge Pumping Building - The Town's service provider identified that there needs to be an improvement to the Biosolids Mixing Pumps (recommended improvement in 2024, approximate cost $15,000) - Wastewater Treatment Plant Headworks Building - The Town's service provider identified that there needs to be an improvement to the Septage Transfer Pumps (recommended improvement in 2023, approximate cost $6,500, and in 2025 approximate cost $2,500) - Wastewater Treatment Plant Headworks Building - The Town's service provider identified that there needs to be an improvement to the Automatic Screening System (recommended improvement in 2023, approximate cost $5,500) - Wastewater Treatment Plant Headworks Building - The Town's service provider identified that there needs to be an improvement to the Automatic Degritting System (recommended improvement in 2023, approximate cost $5,500) - Emma Street Wastewater Pumping Station - The Town's service provider identified that the Submersible Sewage Pumps need to be improved (recommended improvement in 2023, approximate cost $25,000 and in 2024 for approximately $15,000) - Wastewater Air Release Chamber - Based on age of the Air Release Valve indicates that it needs to be replaced (recommended improvement in 2023, approximate cost $3,500) - Amaranth Street Wastewater Pumping Station - The Town's service provider identified that there needs to be an improvement to Pump 2 (recommended improvement in 2023, approximate cost $5,500, again in 2025, at a cost of $5,500) - Amaranth Street Wastewater Pumping Station - The Town's service provider identified that there needs to be an improvement to Pump 1 (recommended improvement in 2024, approximate cost $5,500) - Douglas Street Wastewater service connection - Prior to resurfacing Douglas Street providing a wastewater service connection to the last home on the street (recommended improvement in 2025, approximate cost $10,000) - Leeson Street Wastewater gravity main from Amaranth to Douglas - CCTV scanning of the sewer gravity main is recommended before repaving work is to be done (recommended improvement in 2025, approximate cost $2,900) - Wastewater Treatment Plan Administration - Maintenance - UV Building - The Town's service provider identified that there needs to be a replacement to the UV bulbs/ballast (recommended improvement in 2025, approximate cost $5,000) The above listed projects summarise the most current core assets improvement needs for the Town. Adding up the total costs of these projects and comparing this to the Town's past capital funding investments shows a growing gap in infrastructure funding, Town of Grand Valley viii 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 which is found not only in the Town of Grand Valley but throughout Ontario, and across Canada. See the graphic representation below that identifies the Town's funding gap. The Town has been making steps to close this funding gap and working hard to seek available funding grants to help close the gap. However, more needs to be done to ensure that the Town can offer appropriate levels of service to the public now and into the future. The Town is undertaking detailed inspections of the Town's crossroad culverts to confirm the asset inventory and obtain asset condition, remaining life, potential risk of failure, and future levels of service requirements. The "financing strategy" described in Section 5 of this report identifies a funding plan for the recommended asset management strategy, including a review of historical results and recommendations with respect to the required amounts and types of funding (revenue) annually over the forecast period. Also, any infrastructure funding gaps are identified, and recommendations are made regarding potential approaches to reduce and mitigate these gaps over the 10 year forecast period. Town of Grand Valley ix 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Annual Asset Investment & Funding Gap 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Annual Funding Gap 76,138 68,305 60,320 52,174 43,866 35,386 26,734 17,908 8,909 - Recommended Increase in Investment 91,186 121,139 151,694 182,860 214,648 247,068 280,140 313,876 348,285 383,380 2022 Annual Investment 938,676 938,676 938,676 938,676 938,676 938,676 938,676 938,676 938,676 938,676 - 200,000 400,000 600,000 800,000 1,000,000 1,200,000 1,400,000 Annual Asset Investment & Funding Gap 2022 Annual Investment Recommended Increase in Investment Annual Funding Gap Town of Grand Valley x 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Based on an analysis of the Town's capital assets in terms of replacement cost and useful life, the following summary of optimal annual asset investment has been created. Water / Wastewater Core Infrastructure Replacement Cost Weighted Average Useful Life Annual Replacement Investment Water Facilities & Components 4,113,567 59 69,700 Water Equipment 650,500 16 40,700 Water Well 690,000 28 24,600 Water Hydrant 1,600,000 50 32,000 Water Mains 4,455,341 100 44,600 Water System Valve 1,121,000 66 17,000 Total Water 12,630,408 228,600 Wastewater Facilities & Components 20,212,200 55 367,500 Wastewater Gravity Mains 4,484,227 100 44,800 Wastewater Pressure Mains 941,500 100 9,400 Wastewater Manholes 2,200,000 100 22,000 Total Wastewater 27,837,927 443,700 In summary, an annual asset investment of $228,600 is needed to fund long-term asset management planning needs for water infrastructure and $443,700 for wastewater infrastructure. This does not include other non-core assets that have been excluded from this asset management plan. These optimal investment amounts become the funding target over the forecast period. However, this target increases over time as inflation increases this amount annually. Assuming 2% annual inflation, the target annual capital asset investment amount becomes $273,200 and $530,300 for water and wastewater respectively by the year 2032. The Town's 2020 Water and Wastewater Rate Study provides for increasing contributions to water and wastewater capital reserves: - Water: A contribution of $346,002 by 2030 - Wastewater: A contribution of $917,854 by 2030 The contributions are higher in the rate study, presumably to account for: - Other non-core infrastructure assets (not included in this plan). - Historic under investment in these assets (based on remaining asset life rather than asset useful life). Town of Grand Valley xi 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 It is recommended that the Town follow the recommendations outlined in the 2020 Water and Wastewater Rate Study to ensure the annual requirements for optimal investment in water and wastewater assets can be met. Overall, this asset management plan is a tool to be used by the Town for capital and financial decision making. It can be tied to various existing reports (such as budget, official plan, and strategic planning reports) to ensure the asset management plan can be updated to reflect any changes in the Town of Grand Valley's priorities. Please note that this study only focused on the Town's core assets (Water, Wastewater, Storm Water, Roads, and Bridges). The identified gap in infrastructure funding is expected to change when incorporating all of the remaining Town's asset types of which Facilities, and Vehicles are the major contributors. Town of Grand Valley xii 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Table of Contents 1.0 Introduction ......................................................................................................... 1 1.1 Overview ...................................................................................................... 1 1.2 Plan Objectives ............................................................................................ 1 1.3 Plan Development ........................................................................................ 1 1.4 Maintaining the Asset Management Plan .................................................... 2 1.5 Plan Integration ............................................................................................ 3 2.0 State of Local Infrastructure ............................................................................... 4 2.1 Scope and Process ...................................................................................... 4 2.2 Capital Asset Overview ................................................................................ 5 2.3 Road Environment Assets ......................................................................... 10 2.3.1 Roads ............................................................................................. 12 2.3.2 Crossroad Culverts......................................................................... 15 2.3.3 Bridges & Culverts.......................................................................... 15 2.4 Storm Water Assets ................................................................................... 19 2.5 Water Rate Payer Supported Assets ......................................................... 21 2.6 Wastewater Rate Payer Supported Assets ................................................ 21 2.7 Asset Condition .......................................................................................... 22 2.8 Data Accuracy and Completeness ............................................................. 23 3.0 Expected Levels of Service .............................................................................. 24 3.1 Scope and Process .................................................................................... 24 3.2 Current Levels of Service versus Expected Levels of Service ................... 25 3.3 Town Growth .............................................................................................. 33 4.0 Asset Management Strategy ............................................................................ 34 4.1 Scope and Process .................................................................................... 34 4.2 Risk Assessment ....................................................................................... 34 4.3 Priority Identification ................................................................................... 37 4.3.1 Roads ............................................................................................. 37 4.3.2 Bridges ........................................................................................... 38 4.3.3 Storm Water ................................................................................... 38 4.3.4 Water .............................................................................................. 38 4.3.5 Wastewater .................................................................................... 39 4.4 Climate Change ......................................................................................... 40 4.5 Long-term Forecast .................................................................................... 41 5.0 Financing Strategy ............................................................................................ 45 5.1 Scope and Process .................................................................................... 45 5.2 Funding Sources ........................................................................................ 45 5.3 Historic Asset Investment (Tax Supported Core Asstes) ........................... 46 5.4 Optimal Asset Investment (Tax Supported Core Assets) ........................... 47 5.5 Financing Strategy (Tax Supported Core Assets) ...................................... 48 5.8 Summary of Financing Strategy Recommendations .................................. 61 6.0 Recommendations ............................................................................................ 61 Town of Grand Valley xiii 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Tables Table 2.1: Asset Condition/Needs Assessment Tax Supported Asset Summary ............. 7 Table 2.2: Water Rate Payer Supported Asset Summary ................................................ 7 Table 2.3: Structure Types ............................................................................................. 16 Table 2.4: Storm Water Assets ...................................................................................... 20 Table 2.5: Asset Condition Format for all Assets ........................................................... 23 Table 3.1: Expected Levels of Service ........................................................................... 27 Table 3.2: Current Identified Potential Growth ............................................................... 33 Table 4.1: Probability of Failure Matrix ........................................................................... 35 Table 4.2: Consequence of Failure Matrix ..................................................................... 36 Table 4.3: Total Risk of Asset Failure Matrix ................................................................. 36 Table 5.1: Historic Asset Investment - Capital ............................................................... 47 Table 5.2: Optimal Asset Investment Summary ............................................................. 47 Table 5.3: Forecast Summary ........................................................................................ 49 Table 5.4: Capital Forecast with Funding Sources ........................................................ 51 Table 5.5: Contributions to Reserves ............................................................................. 56 Table 5.6: Increase in Funding Summary ...................................................................... 56 Table 5.7: Optimal Asset Investment Summary (Environmental Supported Core Assets) ........................................................................................................................................ 59 Figures Figure 2.1: Tax Supported Asset Distribution Replacement Costs (2021) ....................... 5 Figure 2.2: Tax Supported Asset Distribution Replacement Costs, Without Road Bases (2021) ................................................................................................................................ 9 Figure 2.3: Water Rate Payer Supported Asset Distribution Replacement Costs ............ 9 Figure 2.4: Wastewater Rate Payer Supported Asset Distribution Replacement Costs 10 Figure 2.5: Road Environment Asset Distribution Replacement Costs (2021) ............... 11 Figure 2.6: Road Environment Asset Distribution Replacement Costs (2021) without Road Bases ..................................................................................................................... 11 Figure 2.7: Typical Asphalt Road Surface Cross-Section .............................................. 13 Figure 2.8: Ten Year Road Improvement Plan............................................................... 14 Figure 2.9: Estimated Structure Condition Distribution .................................................. 17 Figure 2.10: Bridge Condition Index Historical Trend .................................................... 18 Figure 2.11: Storm Water Asset Replacement Cost Distribution ................................... 20 Figure 3.1: Benefit of Applying Preventative Maintenance - Asphalt Road Surface Service Life ..................................................................................................................... 26 Figure 4.1: Proposed Asset Strategy Based on Expected Levels of Service ................. 42 Figure 5.1: Forecast Summary ....................................................................................... 50 Figure 5.2: Summary of Current and Proposed Debt Payments .................................... 53 Figure 5.3: Percent of Annual Repayment Limit Used ................................................... 54 Figure 5.4: Annual Asset Investment & Funding Gap .................................................... 58 Town of Grand Valley xiv 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Appendices Appendix A Municipality Asset Inventory & Asset Management Plan Assumptions Appendix B Draft Data Verification and Condition Assessment Policy Appendix C 10 Year Detailed Asset Management Strategy & Financing Strategy Town of Grand Valley xv 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Disclaimer Other than by the addressee, copying or distribution of this document, in whole or in part, is not permitted without the express written consent of R.J. Burnside & Associates Limited. In the preparation of the various instruments of service contained herein, R.J. Burnside & Associates Limited was required to use and rely upon various sources of information (including but not limited to: reports, data, drawings, observations) produced by parties other than R.J. Burnside & Associates Limited. For its part R.J. Burnside & Associates Limited has proceeded based on the belief that the third-party/parties in question produced this documentation using accepted industry standards and best practices and that all information was therefore accurate, correct, and free of errors at the time of consultation. As such, the comments, recommendations, and materials presented in this instrument of service reflect our best judgment in light of the information available at the time of preparation. R.J. Burnside & Associates Limited, its employees, affiliates and subcontractors accept no liability for inaccuracies or errors in the instruments of service provided to the client, arising from deficiencies in the aforementioned third-party materials and documents. R.J. Burnside & Associates Limited makes no warranties, either express or implied, of merchantability and fitness of the documents and other instruments of service for any purpose other than that specified by the contract. Town of Grand Valley 1 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 1.0 Introduction 1.1 Overview R.J. Burnside & Associates Limited (Burnside) was retained by the Town of Grand Valley (Town) to prepare an asset management plan for core assets. This plan is intended to be a tool for the Town to use during various decision-making processes, including the annual budget process and Provincial/Federal capital grant application processes. This plan will serve as a road map for sustainable infrastructure planning going forward. Assets included in this asset management plan are the following: - Water (Facilities, Mains, System Valves, Hydrants, Wells, Equipment,); - Wastewater (Facilities, Gravity Mains, Pressure Mains, Manholes); - Storm Water (Gravity Mains, Catch Basins, Manholes, Storm Ponds, Discharge Points, Underground Enclosures); - Roads (Bases and Surfaces - Asphalt, Gravel, Crossroad Culverts); and, - Bridges/Culverts. It is recommended that this plan be updated on an annual basis to ensure that it is kept up to date. All assets listed above other then water and wastewater assets are tax supported and are discussed more thoroughly in this report. 1.2 Plan Objectives The Town's goals and objectives with respect to their core capital assets relate to the level of service being provided to the Town's residents and visitors. Services are currently provided at current levels of service it is recommended that the Town provided these services at expected levels, as defined within this asset management plan. The Town's infrastructure and other capital assets are anticipated to be maintained at condition levels that provide for a safe and functional environment for its residents and visitors. Therefore, the asset management plan and its implementation will be evaluated based on the Town's ability to meet these goals and objectives. 1.3 Plan Development The development of the Town's asset management plan was based on the steps summarized below: 1. Develop a complete listing of core capital assets to be included in the plan, including attributes such as useful life, age, accounting valuation and current replacement valuation. Update the replacement cost of assets to 2021 dollars, and where required, using applicable inflationary indices. Town of Grand Valley 2 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 2. Assess current condition of the assets, based on a combination of the following: − Existing reports; − Burnside desktop assessments; − Staff assessments; and, − Asset age analysis. 3. Assess the risk of asset failure for each asset, based on determining the probability of each asset failing, as well as the consequence of the asset failing. This risk analysis is one of the components used to identify priority projects for inclusion in the asset management plan, as well as asset risk levels that require mitigation. 4. Determine current levels of service, based on standard practices and discussions with Town staff, Town Water and Wastewater contracted service providers and discussions with Burnside Engineering staff. Further analysis of the maintenance practices and identification of additional measures that can be applied to the assets to extend their lifecycle and potentially provide a lower asset total lifecycle cost. 5. Prepare an asset management strategy (i.e., operating and capital forecast) based on the core asset inventory, identified priorities, forecast scenarios and level of service analysis discussed above. 6. Determine a financial strategy to support the asset management strategy, thus determining how the operating and capital related expenditure forecast will be funded over the plan period. 7. Prepare a final report, summarizing the process, strategy, and results of the asset management plan. 1.4 Maintaining the Asset Management Plan The asset management plan should be updated as the capital needs and priorities of the Town changes. This can be accomplished in conjunction with the Town's budget process. With the delivery of this project spreadsheet file, the Town will have the tools available to perform updates to the plan when needed. When updating the asset management plan, note that the state of local infrastructure, expected levels of service, asset management strategy and financing strategy are integrated and impact each other. Looking at these components in reverse order, one can see the financing strategy outlines how the asset management strategy will be funded. The asset management strategy illustrates the costs required to maintain expected levels of service at a sustainable level. The expected levels of service component summarizes and links each service area to specific assets contained in the state of local infrastructure section and thus determines how these assets will be used to provide expected service levels. Town of Grand Valley 3 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 This report covers a forecast period of 10 years; however, it is suggested that more focus and attention be put on the first 5 years of the asset management plan, to ensure accurate capital planning in the short term. It is also recommended that the Town start moving towards 50 year forecasts. This longer-term vision will ensure that future infrastructure investments are not lost in the shorter 10 year forecast window. 1.5 Plan Integration The municipal environment is continually changing and demanding when it comes to legislation and other responsibilities. Integrating the asset management plan with the Town's budget process, as well as Public Standards Accounting Board Handbook Section 3150 (tangible capital asset) requirements can make updates in all three areas more efficient. With respect to integrating the Town's budget process with asset management planning, the Town requires a projection of capital and operating costs over a future period. The budget outlines total operating and capital requirements for the Town, while the asset management plan focuses in on specific asset related requirements. With this link to the annual budget, the budget update process can also become an asset management plan update process. Both asset management and PSAB 3150 require a complete and accurate asset inventory. The significant difference between the two lies in valuation approaches (PSAB 3150 requires historical cost valuation, while asset management requires future replacement cost valuation). Using a single asset inventory, as developed in the asset management spreadsheets for the core assets, containing both historic and current replacement valuation methods is an effective approach to maintaining the Town's asset data (digital spreadsheets of these assets are provided in Appendix A). Town of Grand Valley 4 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 2.0 State of Local Infrastructure 2.1 Scope and Process This section of the plan provides an opportunity to develop a greater understanding of the core capital assets owned by the Town. The state of local infrastructure analysis includes: - An asset inventory documenting asset types, sub-types including quantities, materials, and other similar asset attributes (where available); - Financial accounting valuation (where available); - Replacement cost valuation; - Asset age distribution analysis and asset age as a proportion of expected useful life; - Asset condition information (mostly based on report and/or staff assessment as well as the age of the asset); - Draft Data Verification and Asset Condition policies; and, - Documentation of assumptions made in creating the asset inventory. Burnside developed a detailed asset inventory listing for the Town which was used as a starting point in fulfilling the requirements for this report. This inventory provides current financial accounting valuations (i.e., historical cost, accumulated amortization, and net book value), as well as attributes such as replacement cost, useful life, and age). With respect to replacement cost, the Town provided various recent valuations, which were inflated in order to estimate current 2021 replacement costs. Other valuations were made for assets that were not part of the PSAB 3150 asset listing using a current 2021 replacement cost and deflating the value to the year or estimated year that the asset was constructed and/or acquired. The following data and reports were used to develop the Town's asset inventory during this project: - Town PSAB 3150 asset inventory; - Town reports (such as spreadsheets; documents; and notes from staff); - Town 2022 Road Management Plan; - Town 2021 Bridge Inspection Report; - Town Water Tower Condition Report and Improvement Funding Application (2020, 2021) - Recent purchase information from the Town; and, - Discussions with Town staff. Town of Grand Valley 5 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Some adjustments to asset useful lives have been made but further analysis may reveal that the Town will want to update some useful life values in the tangible capital asset financial reporting so that they better reflect the lifecycle and remaining life of the Town's assets. Burnside engineers have reviewed the useful lives of the core assets identified in this project and believe they now better reflect the conditions, maintenance practices and management of the Town's assets. 2.2 Capital Asset Overview The Town presently owns core capital assets with a 2021 replacement value of approximately $208.9 million broken out as follows: - $168.4 million Core tax supported assets (Roads, Bridges, Storm Water); - $12.6 million Water rate payers supported assets; and - $27.8 million Wastewater rate payers supported assets. Over 60% of the total replacement value is contained in Road Base assets ($124.5 million) which then results in the remaining replacement asset value of $84.3 million or approximately $43.9 million core tax supported assets. Table 2.1, Table 2.2, and Table 2.3, Figure 2.1, Figure 2.2, Figure 2.3, and Figure 2.4 outline the breakdown of these totals into the Town's core asset categories. Figure 2.1: Tax Supported Asset Distribution Replacement Costs (2021) The capital asset inventory was organized in a Microsoft Excel spreadsheet and delivered to the Town in digital form shown in Appendix A. Each of the asset types were 74% 5% 0% 14% 1% 4% 1% 1% 0% 0% 0% Road Base Road Surface Asphalt Road Surface Gravel Bridges & Culverts Cross Road Culverts Storm Mains Catch Basins Storm Manholes Discharge Point Undersground Enclosures Storm Ponds Town of Grand Valley 6 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 assessed for their age, condition (where available) and for data accuracy and completeness. Table 2.1 and Figure 2.2 show the Town's financial accounting valuation summary by asset type for core tax supported assets. Table 2.2 and Table 2.3 and Figures 2.3 and Figure 2.4 show the Town's financial accounting valuation summary by asset type for water and wastewater rate payer supported assets respectively. Since 2009, municipalities have been required under the Public Sector Accounting Board Handbook Section 3150 (PSAB 3150) to maintain asset listings complete with historical cost (i.e., the original cost to purchase or construct an asset), accumulated amortization and net book value. These values were to be reported on the Town's audited financial statements each year. Burnside has done the additional work of developing the 2021 cost for assets that have been added to the Town's asset inventory. If the Town chooses to use the asset inventory developed in this project to report the PSAB 3150 values, the data/information is found in Appendix A. Including all the Town's assets studied in this project, the total tangible capital asset historical cost is approximately $45.5 million. This is approximately 22% of the total replacement cost, or 50% excluding road base historic/replacement costs. It is expected that historical cost totals are less than replacement cost totals, given inflationary adjustments that would occur between the original asset purchase/ construction date and 2021. Total accumulated amortization for the Town's project assets is approximately $9.9 million or 22% of the total asset historical cost and $9 million or 21% without road base costs included. This represents the proportion of tangible capital assets that have been amortized (i.e., used up) to date from a financial valuation perspective. This also leads one to understand that the Town's core assets are mostly in the first 1/4 of their lifecycle. Clearly the Town's owned road assets have the greatest percentage tax supported replacement cost if the road base values were included in the calculation (see Table 2.1, Table 2.2, and Table 2.3). Road bases are considered assets that will never be totally replaced but will from time to time be improved and in spot locations reconstructed on an as needed basis. Therefore, by excluding road base asset values (see Figure 2.2), the Town's bridges percentage replacement costs are 52.1% for the core tax supported assets. Other core tax supported asset types studied are Road Surfaces with 19.8% (made up of Asphalt 18.3%, Gravel 1.5%, and Crossroad Culverts 2.3%), Storm Water with 25.7% (made up of Storm Mains 17.7%, Catch Basins 3.2%, Storm Manholes 3.7%, Discharge Points 0.4%, Storm Ponds 0.7%, and Underground Enclosures negligible). The Town crossroad culverts are currently being inspected and expected to provide a more accurate value. More in depth discussion of the asset types follows below. Town of Grand Valley 8 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Table 2.3 Wastewater Rate Payer Supported Asset Summary Asset Sub-Type Historic Cost 2020 Accumulated Amortization 2020 Net Book Value 2021 Replacement Cost Condition (weighted average) Useful Life (years) Age (weighted average) Remaining Life (weighted average) Risk (weighted average) Value Text Value Text Wastewater Facilities & Components WWTP Site Works & Other Assets $40,424 $10,606 $29,818 $51,400 8.7 Very Good 100, 10 4 4 1.0 Moderate Admin-Maintenance- UV $2,388,088 $636,063 $1,752,026 $2,642,500 7.6 Good 100, 50, 45, 40, 30, 25, 20, 15 9 46 2.0 Moderate Blower-Sludge Pumping $5,098,948 $1,139,508 $3,959,440 $6,679,000 7.6 Good 100, 50, 30, 25, 20 9 49 2.0 Moderate Headworks $2,562,873 $746,361 $1,816,511 $3,304,800 7.3 Good 100, 50, 30, 25, 20, 15 9 44 2.0 Moderate Bio Solids Tank $550,000 $165,000 $385,000 $560,000 7.0 Good 30 9 21 2.0 Moderate Surge Tank $2,735,000 $0 $2,735,000 $2,895,000 10.0 Very Good 75, 50, 25, 20, 15 0 48 1.0 Low WWTP on site Pumping Station $545,000 $110,250 $434,750 $780,500 7.9 Good 50, 20 9 39 2.0 Moderate Emma Street Pumping Station $1,652,889 $315,300 $1,337,588 $2,490,500 9.4 Very Good 100, 50, 30, 20, 15, 10 9 73 2.0 Moderate Air Release Chamber $203,000 $20,700 $182,300 $228,500 8.9 Very Good 100, 10 9 90 2.0 Moderate Amaranth Street Pumping Station $92,576 $27,500 $65,076 $580,000 8.8 Very Good 100, 50, 30, 20 43 47 2.0 Moderate WW Gravity Main WW Gravity Main $1,193,679 $114,853 $1,078,827 $4,484,227 6.3 Average 100, 50 36 64 1.7 Low / Moderate WW Pressure Main WW Pressure Main $547,025 $28,703 $518,322 $941,500 8.8 Very Good 100 9 91 2.0 Moderate WW Manhole WW Manhole $639,124 $63,084 $576,041 $2,200,000 7.0 Good 100 29 71 2.0 Low Total $18,248,625 $3,377,927 $14,870,698 $27,837,927 8.0 Good 15 55 2 Moderate Town of Grand Valley 9 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Figure 2.2: Tax Supported Asset Distribution Replacement Costs, Without Road Bases (2021) Figure 2.3: Water Rate Payer Supported Asset Distribution Replacement Costs 18% 2% 52% 2% 18% 3% 4% 0% 0% 1% Road Surface Asphalt Road Surface Gravel Bridges & Culverts Cross Road Culverts Storm Mains Catch Basins Storm Manholes Discharge Point Undersground Enclosures Storm Ponds 8% 7% 5% 13% 5% 5% 13% 35% 9% Water Tower Pumping Station - Melody Lane Pumping Station - Well #5 Equipment Water Wells Water Hydrant Water Mains Water System Valve Town of Grand Valley 10 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Figure 2.4: Wastewater Rate Payer Supported Asset Distribution Replacement Costs 2.3 Road Environment Assets The Town's Road assets make up a key service that reflects the economic and social development of the community. The road environment assets are 93.3% of the core tax supported assets studied in this project and are made up of the following asset types: - Road Surface Asphalt - 4.8% of the total Town's core tax supported asset replacement costs; - Road Surface Gravel - 0.4% of the total Town's core tax supported asset replacement costs; - Road Bases - 73.9% of the total Town's core tax supported asset replacement costs; - Bridges - 13.6% of the total Town's core asset supported asset replacement costs; and - Crossroad Culverts - 0.6% of the total Town's core tax supported asset replacement costs. Figure 2.5 and Figure 2.6 outline the replacement cost distribution of Road assets with and without Road Base values included. 0% 11% 27% 13% 2% 3% 10% 1% 2% 18% 4% 9% WWTP Site Works & Other Assets Blower-Sludge Pumping Headworks Bio Solids Tank Surge Tank WWTP on site Pumping Station Emma Street Pumping Station Air Release Chamber Amaranth Street Pumping Station WW Gravity Main WW Pressure Main Town of Grand Valley 11 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Figure 2.5: Road Environment Asset Distribution Replacement Costs (2021) Figure 2.6: Road Environment Asset Distribution Replacement Costs (2021) without Road Bases Below we provide more detail on the asset groups in the Road Environment group of tax supported assets, Roads, Crossroad Culverts, and Bridges. 5% 0% 79% 15% 1% Surface Asphalt Surface Gravel Base Bridges & Culverts Cross Road Culverts 25% 2% 70% 3% Surface Asphalt Surface Gravel Bridges & Culverts Cross Road Culverts Town of Grand Valley 12 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 2.3.1 Roads At the current replacement cost the road assets account for $133.2 million dollars, and without Road Bases included account for $8.7 million or 79.1% of the assets studied in this project. The composition of the road surfaces is outlined in Table 2.4. A more detailed listing of the Town's road assets can be found in Appendix A. Table 2.4: Road Surface Assets Road Surface Length (m) Replacement Cost Remaining Life (weighted average) Condition (weighted average) Risk (weighted average) Value Text Asphalt-Urban 5,327 $2,130,816 13.3 9.6 1 Low Asphalt - Semi-Urban 9,684 $3,147,298 5.7 8.1 2 Moderate Asphalt - Rural 18,426 $2,764,006 13.3 9.0 1 Low Gravel 92,259 $645,810 N/A N/A N/A N/A Total 125,696 $8,687,930 The Town had completed a Road Management Plan study in 2022 and established the prioritization of both capital and operational maintenance programs for the Town. The results of the road study project are included in the asset strategy component of this project. Key to all roads is the road base on which they are built. These road bases in most cases have been established many years ago. Hard top (asphalt, and surface treated) road surface roads provide the longest life cycle with best level of service when constructed on excellent road bases. Once the road base becomes soft it cannot economically support a hardtop road surface and it is best to convert it to a gravel road until funding is made available and the base has been reinforced. Figure 2.7 provides a typical road cross-section diagram. This can be applied for all surface types as asphalt (shown in figure), and without asphalt for gravel road surfaces. Please note that the Town has some roads located in challenging wet areas, which require more specific localized engineering design. Town of Grand Valley 13 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Figure 2.7: Typical Asphalt Road Surface Cross-Section The Town's gravel surface roads are upgraded approximately every three to four years or as required with surface gravel replacement/top-up. In some locations additional gravel is at times required to help reinforce the road base. The Road Management Plan study report provides detailed explanations of the Town's Road conditions and related deficiencies that impact longevity or operations of the roads, including road widths, drainage, surface type, alignment, and brushing maintenance where required. Results of the road study were incorporated into this asset management plan. Town of Grand Valley 14 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Figure 2.8: Ten Year Road Improvement Plan Town of Grand Valley 15 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 2.3.2 Crossroad Culverts Crossroad culverts total $1 million and 3% in asset replacement cost not including road bases. Crossroad culverts are key to ensuring that water stays away from the Town's road base and therefore maintain more solid foundation for the road surface. This is particularly important during extreme weather events which produce large volumes of rain over a short period of time. The Town currently is completing the inspection of all crossroad culverts. The information being collected includes: - Condition (relative Very Goof, Good, Fair, Poor, Very Poor); - Length (m); - Diameter (m); - Material; and - Photo This information will assist the Town with understanding where to focus upgrading these culverts to prevent the roads from extreme storm event erosion. For this asset management study age based condition was calculated and used for replacement assessment. Six crossroad culverts were identified as potentially requiring replacement. 2.3.3 Bridges & Culverts The Town has seventeen bridges and culverts structures over the span of 3.0 m inspected in 2021. The inspection report was reviewed, and information used in this asset management analysis. Visual inspections are required to be carried out every two years in accordance with the Ministry of Transportation - Ontario Structure Inspection Manual (OSIM). The inspections are to be completed under the direction of a Professional Engineer to assess their condition and identify any material defects, performance deficiencies, maintenance needs, additional studies and/or repairs/rehabilitation work required on a structure-by-structure basis. The Town has a total of just under $22.9 million replacement cost of bridge, and culvert assets. Table 2.3 provides the distribution of the types of bridges that the Township owns. A more detailed listing of the bridge assets can be found in Appendix A. Town of Grand Valley 16 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Table 2.3: Structure Types Bridge Type Number Replacement Cost Modular Steel 1 ######## Brick Arch Culvert 1 $845,000 Precast Box Culvert 1 $598,500 Open Bottom Culvert 1 $538,500 Box Beams of Girders 2 ######## Rigid Frame, Vertical Legs 6 ######## Precast Ridge Frame, Vertical Legs 1 $778,500 T-Beam 4 ######## Total 17 ######## Load postings may be recommended for structures based on age, condition, noted performance deficiencies or based on the findings of a structural evaluation. There are currently no structures in the Town's inventory that have load postings. The Bridge Condition Index (BCI) for each structure was determined based on the Ministry of Transportation Ontario (MTO) methodology followed in the MTO Document, MTO Bridge Condition index and Overall Measure of Bridge Condition, July 2009. It was identified that the Town's defined PSAB 3150 Useful Life for some of the structures was not representative of true nature of the lifecycle of these assets. The useful life was adjusted and highlighted in yellow in the asset tables found in Appendix A. The capital works needs include any repair, rehabilitation or replacement work which would typically be completed by the Town's hired Contractor, to assist in extending the service life of a structure and increasing the Bridge Condition Index (BCI). In accordance with the OSIM report, the capital and maintenance works required are based on a priority of 6 to 10 years, 1 to 5 years, within 1 year, and urgent now needs have been estimated and incorporated into the asset management strategy. Taking into consideration the structures estimated condition index, ten structures have been identified for some form of replacement/rehabilitation. Based on the biennial inspection of each structure, the estimated Structure Condition Index Distribution graph, shown in Figure 2.9 and Figure 2.10 below, provides a summary of the current state of the Town's structures. Town of Grand Valley 17 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Figure 2.9: Estimated Structure Condition Distribution Town of Grand Valley 18 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Figure 2.10: Bridge Condition Index Historical Trend Currently, 70.6% of the Town's structures are within the "good" range, with 29.4% of the structures classified as "fair" and 0% classified as "poor", as illustrated in Figure 29 above. Of interest, the Ministry of Transportation Ontario (MTO) has established a goal to have 85% of their structures in "good" condition by the year 2021, and to maintain that condition moving forward by addressing rehabilitations and replacements as necessary. Burnside recognizes that the above goal was not established by the Town. It should be noted that based on the current state of the inspected structures and the recent improvements made, the is only slightly underperforming on the management of their bridge assets when compared to the MTO's established goal of 85% of he structures in "good" condition. The trend in Figure 2.10 identifies that the overall average BCI of the Town's inventory has generally increased over the last 6 years due to recently completed capital works projects completed since the 2015 inspections, which include the following: - Structure No. 17 - Sideroad 24-25, Replacement (2020); - Structure No. 11 - Concession Road 2-3, Replacement (2019); Town of Grand Valley 19 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 - Structure No. 1 - Sideroad 27-28, Replacement (2017); - Structure No.16 - Upper Grand Trailway, Repair (2016); - Structure N0. 9 - Concession Road 8-9, Replacement (2013); and - Structure No. 13 - Sideroad 21-22, Replacement (2011). Projects currently in design stage include: - Structure No. 10 - Sideroad 27-28, Replacement (2024) Continued maintenance and completion of rehabilitative or replacement works as recommended in the 2021 OSIM Bridge Inspection Report will help to continue with the upward condition trend of the 's bridge assets. 2.4 Storm Water Assets The Town has $11.3 million of storm water assets. The majority of the storm water assets are located in the main urban area, with storm water gravity mains total replacement cost just under $7.8 million or 17.7% of the Town's core tax supported assets not including road bases. Table 2.5 and Figure 2.11 show the distribution of Town's storm water assets. A more detailed listing of the storm water assets can be found in Appendix A. In general the storm water assets are in good condition and have a long remaining lifecycle, with low risk of failure. Town of Grand Valley 20 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Table 2.4: Storm Water Assets Length (m) / Number Replacement Cost Remaining Life (weighted average) Condition (weighted average) Risk Storm Mains 12,168 $7,760,689 79 8 Low Catch Basins 426 $1,413,364 70 7 Moderate Storm Manholes 119 $1,630,000 84 8 Low Discharge Point 13 $179,500 69 8 Low Storm Ponds 5 $325,653 83 8 Low Underground Enclosures 1 $10,000 48 5 Moderate $11,319,206 Figure 2.11: Storm Water Asset Replacement Cost Distribution Over the last five years the Town has assumed $3.6 million worth of storm water assets. This is an increase of approximately 30% of storm water assets, which can show an overall weighted average condition improvement. However, there is an older part of the Town which is coming to its projected half life. These older assets are recommended to have Closed Circuit Television (CCTV) inspections to ensure that there are no obstructions. As noted above with the crossroad culvert inspection project, storm water assets are also being inspected (CCTV inspections are not part of this project). In particular emphasis is being shown to discharge points as these storm water assets are critical to ensuring storm water can flow during extreme storm events. 69% 12% 14% 2% 3% 0% Storm Mains Catch Basins Storm Manholes Discharge Point Storm Ponds Underground Enclosures Town of Grand Valley 21 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 The Town has completed two very large infiltration adjustment projects in the northeast portion of the urban area (Crozier/Webb/Baker/Spruyt). These projects were focussed on diverting storm water from the wastewater network. There is one identified project along Fife Street that remains to be completed sometime in the future when funding becomes available. 2.5 Water Rate Payer Supported Assets The Town water supported assets provide potable water to the Grand Valley urban community. These assets total $12.6 million in 2021 replacement cost value which is 15% of all the Town core assets excluding the road bases. Table 2.3 provides a summary of all of the water supported assets. A more detailed review of these assets can be found in Appendix A. Each water rate payer supported asset component identified in Table 2.3 is critical to the acquiring, treatment and distribution of potable water to the community with sufficient quantity and pressure. As this is a water rate payer supported asset grouping we shall only comment on the condition and capacity of the system. In general the condition of the water assets are good with moderate risk of failure. The Town's water service contractor is maintaining the appropriate water distribution levels of service. The water quality and pressure are at good acceptable levels. With a new water Pumphouse - Well #5 there is an abundance supply of water to the urban part of the Town. However, the Town's water service contractor indicated that additional water storage by way of a second water tower will provide additional buffer from potential risk of water distribution shortages in the future. There was a water leak in 2022 that caused the current system to reach low water storage reserves for a short period of time. The Town has received approval of funding and is proceeding to make necessary improvements to the Water Tower. This project will span 3 or 4 years but will move the current condition from poor to good. Another area of concern is for the Cooper Street Pumphouse to obtain a generator that will lower any risk during a system wide power outage. 2.6 Wastewater Rate Payer Supported Assets The Town wastewater supported assets provide an environmentally acceptable safe process of returning back to nature used water supplies. The wastewater system provides services for the Grand Valley urban community. These assets total $27.8 million in 2021 replacement cost value which is 33% of all the Town core assets excluding the road bases. Table 2.4 provides a summary of all of the wastewater rate payer supported assets. A more detailed review of these assets can be found in Appendix A. Town of Grand Valley 22 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Each wastewater rate payer supported asset component identified in Table 2-4 is critical to the acquiring, treatment and returning of wastewater back to the environment. As this is a wastewater rate payer supported asset grouping we shall only comment on the condition and capacity of the system. In general the wastewater system is relatively new and therefore identifies as in good condition. There are some older parts of the Town's urban area that need to have a CCTV scan completed in the next 10 to 20 years to ensure that the wastewater gravity mains are still not beyond 2/3 of their life expectancy. This then will provide the Town with the ability to install as required gravity main liners in the future and therefore extend the life of the gravity mains for an additional 30 years. Also along Douglas Street there is one home that still requires to be connected to the Town's wastewater network. This is recommended in 2025 before the road surface is replaced. The addition of the additional Surge Tank to the wastewater treatment plant has provided more capacity during peak flows. 2.7 Asset Condition Each asset was tracked based on estimated total useful life and remaining service life. Using this data, along with staff information, and age analysis of the Town's assets assisted in identifying potential areas of focus where inspected asset condition was not available (like subsurface or unseen assets). We want to state that asset condition is always best defined via engineering best practices. Engineering based condition assessments can provide more realistic estimates of an asset's remaining service life, which can then be used to establish asset rehabilitation and/or replacement schedules. Age related condition values can be problematic if the asset's useful life is not appropriately defined. For example, if a useful life of an asset is defined shorter than the assets true performance, this will result in a lower/poorer age assessed condition rating. This method of condition approximation was only used when inspected or staff or Town's service contractor commented conditions were not available. A rating out of 10 was established for all assets and was based on a combination of past reported physical inspections, current inspections, staff assessment, and asset age analysis. This rating was then converted to a condition description of "Very Good" to "Very Poor" as shown in Table 2.5. Town of Grand Valley 23 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Table 2.5: Asset Condition Format for all Assets Condition (Value 0-10) Condition 9 - 10 Very Good 7 - 8 Good 5 - 6 Average 3 - 4 Poor 1 - 2 Very Poor The condition of the assets is an important element of any lifecycle assessment process. This process also identifies maintenance and operating practices that can be applied to ensure appropriate service levels, as well as extending the life of the asset to its maximum service life. A draft policy has been proposed that will ensure the Town's core assets are reviewed using established engineering methods and practices. Appendix B contains the draft Data Verification and Condition Assessment Policy, which identifies how often the Town's assets are recommended to be assessed. A high-level summary of the average conditions for the Town's core assets are shown in Table 2.1, Table 2.2 and Table 2.3. The conditions listed in Table 2.1, Table 2.2 and Table 2.3 were calculated using weighted average conditions. The weighting factor used was the asset replacement costs so that the greater the cost the greater the weighting of that asset's condition used to determine the average. Using this method provides more emphasis on the more expensive to replace assets. However please note that averages are a composition of many assets in a group. Averages can be misleading with respect to immediate needs as the new assets offset the old assets requiring urgent replacement. 2.8 Data Accuracy and Completeness An important element of this asset management plan is ensuring that tools and procedures are in place to maintain accuracy and completeness of the asset data and calculations moving forward. As time passes, assets are used, maintained, improved, disposed of, and replaced. All of these lifecycle events can trigger changes to the asset database used within the asset management plan. Therefore, tools and procedures are essential to ensure the asset data remains accurate and complete. Please refer to Appendix B of this report for the draft "Data Verification and Condition Assessment Policy" for the Town. This policy illustrates how the asset data can be updated and verified going forward. This includes the timing of condition assessments for each asset type and what should be included within the condition assessment procedures. Town of Grand Valley 24 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 3.0 Expected Levels of Service The Town has been offering and maintaining for its residents and visitors, good service levels, during challenging economic times. The Province has demanded via Ontario Regulation 588/17 that municipalities complete asset management plans on a regular basis to ensure that appropriate investments are being made in municipal infrastructure. Reviewing past records has shown that large investments were being made into maintaining and replacing the Town's infrastructure. The last few years have seen much improvement with greater investments in Town infrastructure. It is important to note that the long term objective of the Town needs to be infrastructure sustainability. In general, the Town is performing maintenance activities when required. 3.1 Scope and Process A levels of service (LOS) analysis gives the Town an opportunity to document the levels of service that are currently being provided and compare it to the levels of service that will ensure the assets achieve their full lifecycle potential. This can be done through a review of current practices and procedures, an examination of trends or issues facing the Town and/or through an analysis of performance measures and targets that staff can use to measure performance. Expected LOS can be impacted by a number of factors, including: - Legislative requirements (e.g., minimum maintenance standards for roads, water, wastewater guidelines, etc.); - Strategic planning goals and objectives; - Resident expectations; - Visitor expectations; - Council expectations; and, - Financial or resource constraints. The previous task of determining the state of the Town's local infrastructure establishes the asset inventory and condition, as well as asset management policies and principles to guide the refinement and upkeep of asset infrastructure. The LOS analysis utilizes this information and factors in the impact of asset service level targets. It is important to document an expected LOS that is realistic to the community. It is common to strive for the highest LOS; however, these service levels usually come at a cost. It is also helpful to consider the risk associated with a certain LOS. Therefore, expected LOS should be determined in a way that balances both level of investment and associated risk to the Town. Burnside received verbal confirmation of maintenance practices that the Town staff and service contractors undertake. We recommend that the Town revisit and update the Road Management Plan every 10 years and continue the biannual bridge inspections Town of Grand Valley 25 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 and analysis utilizing the most up to date MTO bridge/culvert degradation models. These practices provide historic condition information as well as information related to any changes to asset maintenance. This will also help better determine the remaining life of the municipality's assets. This information will help not only identify the current needs but also future requirements due to Levels of Service changes. Ensuring that appropriate levels of service are determined and recorded helps during the Town's current rapid growth. Figure 3.1 illustrates an example of a recommended strategy of investing more often in smaller amounts which provides higher levels of service and better asset condition with over all lower total cost over the lifecycle of the asset. The Town's Road Management Plan Study recommended that all of the asphalt road surface improvements will be completed with the following methodology when they reach a rehabilitation point of their lifecycle requiring pulverization of the current surface and adding some gravel to reinforce the base structure and then adding the surface material. This is a practice that many rural communities are using to maintain their level of service of their hard top roads. 3.2 Current Levels of Service versus Expected Levels of Service The Town's current LOS has resulted in the current state of infrastructure as discussed in the previous section of the report. The current LOS also relates to the risk assessment discussed in later report sections. Regarding the cost of this LOS, the Town has established an operating and capital budget for the current year that includes the cost of providing this LOS. The Town is doing well with delivering levels of service as only $63,000 per year for tax supported core assets, $21,100 per year for water assets, and $67,800 per year for wastewater assets was identified as additional cost to deliver identified expected levels of service for core assets. Table 3.1 outlines broad LOS descriptions (both current and enhanced LOS). This analysis was noted through discussions with the Town's staff and engineering best practices. Based on the information provided there are a few enhanced maintenance related LOS identified. The Levels of Service cost impact analysis was factored into the financial strategy discussed in Section 5 of this report. Town of Grand Valley 26 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Figure 3.1: Benefit of Applying Preventative Maintenance - Asphalt Road Surface Service Life . Town of Grand Valley 27 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Table 3.1: Expected Levels of Service Roads and Road Related Assets Expected Strategic LOS Level of Service (LOS) Analysis Current LOS Expected LOS Benchmark (if Applicable) Current Cost of LOS Estimated Cost of Expected LOS Cost Description Safe Roads Meet "Minimum Maintenance Standards" as defined by Ontario Regulation 239/02. Meet "Minimum Maintenance Standards" as defined by Ontario Regulation 239/02. Regulation Standard $16,400 $17,200 Town incorporates a system that assists in tracking compliance to the Provincial Regulation as well as other required maintenance activity Fix Public Identified Issues Quickly Track complaints and resolve them as quickly as possible Track complaints by road segment. Respond to Public Inquiry within 7 days staff staff Town delivers the Level of Service well Maintain Road System Network Condition for safe use Road Maintenance is completed regularly and when required Maintain adequate road network condition index to ensure safe roads Standard Maintenance $10,000 $40,000 Town needs to complete more annual slurry seal of roads as preventative maintenance Asphalt Roads are Clean and Clear Street sweeping and flushing are completed annually Roads are swept and flushed to ensure they are clear of debris and safe. $20,000 $20,000 Town delivers the Level of Service well Gravel Roads are well maintained and Dust Inhibited Gravel roads are smoothed when required, and Calcium Chloride applied to control dust Gravel roads are smoothed when required, and Calcium Chloride applied to control dust $130,000 $150,000 Town delivers the Level of Service well. Annual budget for surface gravel is $60,000, and Calcium $90,000 Independent Road Condition Inspections Engineering road condition assessment via Road Needs Plan every 5-10 years. With Town staff completing in other years. Development of on going future road capital and maintenance programs Assess Road Conditions every 5 - 10 years with Internal assessment annually $45,000 $60,000 Roads Needs Study for paved roads every 5- 10 years to include Network Condition analysis Safe and well maintained Roadsides Town provides brushing, ditching, grass mowing, and shoulder maintenance to ensure roadsides are safe and well maintained Roadsides are clear of obstructions and well maintained for safe road travel. $45,000 $50,000 Town delivers the Level of Service well Winter Road Maintenance Winter roads are cleared and safe. Roads are maintained and meet "Minimum Maintenance Standards" as defined by Ontario Regulation 239/02 and Amendments. $35,000 $40,000 Town delivers this Level of Service. Cost is for Winter salt/sand. Weather forecast information Municipal staff check weather forecasts minimum 3 times per day in the Winter months (October 1 - April 30) Weather forecasts are reviewed three times per day during the Winter Maintenance months. Municipality delivers this Level of Service well Climate Change Extreme Weather Event Needs Town has set aside Budget for Road Repairs related to Climate Change Municipality has set aside funds for extreme weather event maintenance/repair $10,000 $20,000 Town delivers the Level of Service well Total $311,400 $397,200 Capital $227,200 Town of Grand Valley 28 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Bridge and Culvert Assets Expected Strategic LOS Level of Service (LOS) Analysis Current LOS Expected LOS Benchmark (if Applicable) Current Cost of LOS Estimated Cost of Expected LOS Cost Description Safe Bridges Maintain good bridge condition and no bridges with load limits. Maintain good condition and no load limits. MTO bridge guides staff staff Town is working out a Load Limit need on Bridge 7 Bridges Maintained Follow Bridge Inspection Report recommendations for Bridge and Culvert maintenance. Proactive Bridge and Culvert maintenance (based on bridge report). $35,000 $35,000 Town is completing this LOS, as outlined in the Town's Bridge Inspection Report. Additional cost for Bridge 15 Inspections Proper Bridge Spring Maintenance Washing of all bridges, sweeping, and general cleaning are completed annually as required Blowing out Expansion Joints & Washing of Bridges in Spring $15,000 $18,000 Town is completing this LOS, with washing sweeping and general cleaning. Bridge Inspections Bridge inspections (i.e., using OSIM reports) required every 2 years. Bridge inspections (i.e., using OSIM reports) required every 2 years. Completed every 2 years $7,500 $7,500 Town is completing this LOS, every two years Total $57,500 $60,500 Capital $7,500 Storm Water Assets Expected Strategic LOS Level of Service (LOS) Analysis Current LOS Expected LOS Benchmark (if Applicable) Current Cost of LOS Estimated Cost to Move to Expected LOS Cost Description Effective Storm Water Management Investigate and respond based on public complaints/concerns Proper flows and clear system with little to no inhibitors no storm water back-up incidents $10,000 $15,000 Town is completing this LOS, as best it can with some flooding occurring under extreme weather events Catch Basins are clear and well Maintained Annual Catch Basin cleaning Annual Catch Basin cleaning $10,000 $10,000 Town is completing this LOS Catch Basin Manhole Upgrades Maintenance to ensure proper storm water drainage. Regular Maintenance and Correction of Catch Basin and Manhole issues $15,000 $20,000 Town is completing this LOS. Storm Ponds Storm Ponds are staff inspected from shore Proper Storm Pond investigations are performed and remedial action taken Staff Staff Town is reviewing and assessing appropriate action to be taken Foundation Drain Collector Improvements Riverhill area of Town has completed some separation of Storm water from Sanitary system, via Storm Foundation Drains Appropriate Surface Water Management that is separated from Town Sanitary system $1,250,000 More has to be done to reduce the Storm Water entering the Sanitary system. Estimated cost for completing this Capital Project. Town Town of Grand Valley 29 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Expected Strategic LOS Level of Service (LOS) Analysis Current LOS Expected LOS Benchmark (if Applicable) Current Cost of LOS Estimated Cost to Move to Expected LOS Cost Description seeking Grant/Funding source to pay for this project Storm Water Mains are clear and well Maintained Infiltration into Wastewater system is being investigated and project planned for correction CCTV review and assessment completed every 15 yrs. Implement plan for repairs & maintenance that result in system efficiencies. staff $5,000 CCTV program to review Town system. Town has some equipment but do not believe is good enough for detail inspections. Cost recommended for annual inspections with priority going to older mains. Total $35,000 $1,300,000 Capital $1,255,000 Water Assets Expected Strategic LOS Level of Service (LOS) Analysis Current LOS Expected LOS Benchmark (if Applicable) Current Cost of LOS Estimated Cost of Expected LOS Cost Description Source Water is well Protected Maintaining appropriate Zoning and Planning to ensure Source Water Protection Maintaining appropriate Zoning and Planning to ensure Source Water Protection $19,000 $20,000 Town is completing this LOS. Annual Monitoring Program ensures compliance with Water Permits Production Wells are well Maintained Appropriate maintenance is undertaken when required. Wells 1 and 2 are inspected daily. Wells 3 and 4 are inspected twice a year. Every 5 years there is a video inspection completed. Appropriate maintenance is undertaken when required $30,000 $35,000 Town is completing this LOS, via Contractor. Video inspections occur once every 5 years or sooner if required. Cost of $35,000 Treatment Processes Meet Legislative Requirements Meet all legislative requirements. Meet all Provincial legislative requirements. Provincial Guidelines $20,000 $25,000 Town is completing this LOS, via Contractor. Cost identified for Schedule 23/24 water sample testing that is completed once every 3 years. Chlorine is ordered by the Contractor but paid by the Town. Well Maintained Generator Tested monthly. Tested and well maintained generator $2,000 $2,500 Town is completing this LOS on the Generator that is in service. It is recommended that the Cooper Water Pump House purchase and install a generator which will increase the annual service costs. Backup Power Supply There is no Backup Power Supply at the Cooper St Pump House All Production Wells and Pump Houses have appropriate backup power $150,000 Need for a Backup Power Supply at the Cooper Street Pump House (in asset listing) Town of Grand Valley 30 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Expected Strategic LOS Level of Service (LOS) Analysis Current LOS Expected LOS Benchmark (if Applicable) Current Cost of LOS Estimated Cost of Expected LOS Cost Description Appropriate Water Storage for Distribution Network Water Storage is sufficient for currently approved developments. Variable Drives installed in 2017 has provided for more stability in water supply. Water Storage meets the needs of the Water Distribution Network $140,400 $145,000 Town is completing this LOS, via Contractor. Cost identified for Contractor Services. Efficient Water Distribution System Water losses plan is being developed with Contractor and Town Water Losses are tracked and minimized Contractor Town is working towards completing this LOS. System Valves are exersized and well maintained System valves are exercised on a three year rotation. Replaced when required System valves are exercised and well maintained Contractor Contractor Town is completing this LOS. Contractor completing via annual service contract Scada System Software Adjustments Scada system is modified to ensure appropriate water quality and quantity distribution Scada System is reviewed and well maintained to ensure appropriate water quality and quantity distribution $10,000 $15,000 Town has system adjustments annually made as required to fulfill appropriate LOS. Sufficient Water pressure for Fire Protection Water pressure meets and exceeds Fire Protection Standards with over 50psi Water Pressure meets Fire Protection Standards of 50psi Contractor Contractor Town is completing this LOS Safe Pumphouse Buildings Meet legislative requirement (Building Code, Fire Code, Health & Safety, etc.) Meet legislative requirement (Building Code, Fire Code, Health & Safety, etc.) Provincial Guidelines staff / Contractor staff / Contractor Town is completing this LOS Heating Systems are inspected and maintained Heating systems are well maintained to ensure proper operations Heating systems are well maintained to ensure proper operations $1,500 $1,500 Town is completing this LOS. Need to repair annually due to potential chlorine levels in Pumphouse. Hydrant Inspection and Valve turning All are inspected and valves turned in the Spring. Select Hydrants are inspected and valves turned in the late Fall Hydrants are inspected and valves exercised completing any required maintenance Contractor Contractor Town is completing this LOS, via Contractor. Approximate annual maintenance costs. Hydrants are Flushed and Swabbed All are flushed twice a year. Flushing Program meets Guideline Standards Contractor Contractor Town is completing this LOS. Annual refurbishing program Total $222,900 $394,000 Capital $150,000 (in Cooper St Pumphouse asset listing) Town of Grand Valley 31 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Wastewater Assets Expected Strategic LOS Level of Service (LOS) Analysis Current LOS Expected LOS Benchmark (if Applicable) Current Cost of LOS Estimated Cost of Expected LOS Cost Description Treatment Processes Meet Legislative Requirements Meet all legislative requirements. Meet all Provincial legislative requirements. Provincial Guidelines part of OCWA contract part of OCWA contract Town is completing this LOS Safe Treatment Buildings Meet legislative requirement (Building Code, Fire Code, Health & Safety, etc.) Meet legislative requirement (Building Code, Fire Code, Health & Safety, etc.) Provincial Guidelines $1,500 $1,500 Town is completing this LOS Well Maintained Generator Tested monthly. Tested and well maintained generator $2,000 $2,500 Town is completing this LOS on the Treatment Plant Generator. Clean and well Maintained Treatment Facilities Town has well maintained facilities Proactive facility maintenance. $350,000 $400,000 Town is completing this LOS, via OCWA Operating Contract ($280,000/280,000 operating/maintenance and $60,000/110,000 system parts) Well Maintained Pumps Pumps are inspected regularly and maintained with sufficient redundancy Proactive pump maintenance. $15,000 $18,800 Town is completing this LOS Efficient Collection System Town continues to try and locate and correct storm water infiltration Wastewater mains are clear of obstructions, infiltration and leaking. $4,000 $7,500 Town has completed some separation of some storm water connections to wastewater mains. More inspection needs to be completed on annual basis - in particular the older parts of the WW network UV Disinfectant System is Well Maintained Town continues to replace as necessary UV lights and system parts. Proactive UV System maintenance $7,000 $7,000 Town is completing this LOS. Additional UV system parts are being replaced Out Buildings are Well Maintained Tank cleanout and inspections are completed regularly Proactive maintenance is completed $20,000 $20,000 Town is completing this LOS. Manholes well maintained Cleaning Flushing when required and replacing brick risers and other maintenance Inspection and Appropriate Maintenance of Manholes $25,000 $25,000 Town is completing this LOS Minimize Incidents of bypass Town Operators ensuring that the treatment system is working efficiently minimizing treatment bypasses Wastewater treatment facility is operating effectively and efficiently minimizing potential treatment bypass part of OCWA contract part of OCWA contract Town uses OCWA as their Wastewater Treatment operator. No bypass issues were recorded. Town of Grand Valley 32 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Expected Strategic LOS Level of Service (LOS) Analysis Current LOS Expected LOS Benchmark (if Applicable) Current Cost of LOS Estimated Cost of Expected LOS Cost Description Scada System Software Adjustments Scada system is modified to ensure appropriate treatment and water quality before release into the environment Scada system is modified to ensure appropriate treatment and water quality before release into the environment $5,000 $15,000 Town has system adjustments annually made as required to fulfill appropriate LOS. Track Complaints Town tracks and follows up on all complaints Document and track all complaints by system segment to ensure a well maintained system part of OCWA contract part of OCWA contract Town is completing this LOS. Only one issue reported when flushing system in 2021. Different process will be used for flushing in 2022. Total $429,500 $497,300 Town of Grand Valley 33 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 3.3 Town Growth The Town continues to grow at one of the highest rural rates across the Province. As such it is important to recognize that as this rapid growth continues that the Town will need to invest in more equipment and staff to maintain appropriate asset service levels. As an example Table 3.2 outlines the potential growth over the next ten years. Please note that the information is not fully approved only preliminary and also does not have all the asset types identified. Table 3.2: Current Identified Potential Growth Development Asphalt Road (m) Sidewalk (m) Street Lights Water Main (m) Hydrants Water System Valve Wastewater Gravity Main (m) Wastewater Manhole Storm Water Gravity Main (m) Storm Water Manhole Catch Basin Storm Ponds Corseed 812 945 1,150 1 1,188 26 1,150 25 14 1 Moco 2,030 2,880 43 1,194 20 23 2,550 42 2,322 46 50 1 Mayberry 3a 1,100 1,226 28 1,155 16 11 1,303 21 1,178 23 37 Mayberry 3b 1,668 1,439 1,596 25 1,950 34 1 Rivers Edge 1,090 1,100 2 Total 6,700 6,490 71 3,499 37 34 6,637 114 7,700 128 101 5 With such rapid growth the Town must not forget the older assets that will require improvements/replacement to maintain good levels of service. Town of Grand Valley 34 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 4.0 Asset Management Strategy 4.1 Scope and Process The asset management strategy provides the recommended course of actions required to maintain (or move towards) a sustainable asset position while delivering the levels of service discussed in the previous section. The course of actions, when combined together, form a long-term operating and capital forecast that includes: - Non-infrastructure solutions: Reduce costs and/or extend expected useful life estimates; - Maintenance activities: Regularly scheduled activities to maintain existing levels of service levels, or repairs needed due to unplanned events; - Renewal/Rehabilitation: Significant repairs or maintenance planned to maintain the levels of service and increase the remaining life of assets; and, - Replacement/Disposal: Complete disposal and replacement of assets when renewal or rehabilitation is no longer an option. Priority identification becomes a critical process during the development of an asset management strategy. Priorities have been determined based on assessment of the overall risk of asset failure, which is determined by looking at both the probability of an asset failing, as well as the consequences of asset failure. The consequences of the municipality not meeting desired levels of service must also be considered in determining risk. As discussed in Section 3.0, adding enhanced levels of service results in both operating and capital budget impacts over the 10 year forecast period. This has to be taken into consideration, with the overall objective of reaching sustainable levels while mitigating risk. 4.2 Risk Assessment The risk of an asset failing is defined by the following calculation: Risk of Asset Failure = Probability of Failure X Consequence of Failure Probability of failure has been linked to the condition assessment for each asset, assuming that an asset in "very good" condition has a "rare" probability of failure. The following table outlines the probability factor tied to each condition rating: Town of Grand Valley 35 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Table 4.1: Probability of Failure Matrix Condition (Value) Condition Probability of Failure 9 - 10 Very Good Rare 7 - 8 Good Unlikely 5 - 6 Average Possible 3 - 4 Poor Likely 1 - 2 Very Poor Almost Certain Consequence of failure has been determined by examining each asset type separately. Consequence refers to the impact on the municipality if a particular asset were to fail. Types of impacts include the following: - Cost Impacts: the cost of failure to the Town (i.e., capital replacement, rehabilitation, fines and penalties, damages, etc.); - Social impacts: potential injury or death to residents/public; - Environmental impacts: the impact of the asset failure on the environment; and, - Service delivery impacts: the impact of the asset failure on the Town's ability to provide services at desired levels. Each type of impact was reviewed and consequence of failure for each asset type was determined by using the information contained in Table 4.2 as a guide to assess the level of impact. Levels of impact were documented as ranging from "significant" to "insignificant". Town of Grand Valley 36 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Table 4.2: Consequence of Failure Matrix Cost Social Environmental Service Delivery Significant Significant Cost - Difficult to Recover Death, Serious Injury Long-term Impact - Permanent Major Interruptions Major Substantial Cost - Multi- year Budget Impacts Major Injury Long-term Impact - Fixable Significant Interruptions Moderate Considerable Cost - Requires Revisions to Budget Moderate Injury Medium-term Impact - Fixable Moderate Interruptions Minor Small/Minor Cost - within Budget Allocations Minor Injury Short-term/Minor Impact - Fixable Minor Interruptions Insignificant Negligible or Insignificant Cost No Injury No Impact No Interruptions With both probability of failure and consequence of failure documented, total risk of asset failure was determined using the matrix contained in Table 4-3. Total risk has been classified under the following categories: - Extreme Risk (E): Risk beyond acceptable levels; - High Risk (H): Risk slightly beyond acceptable levels; - Medium/Moderate Risk (M): Risk at acceptable levels, monitoring required to ensure risk does not become high; and, - Low Risk (L): Very little risk. Table 4.3: Total Risk of Asset Failure Matrix Probability of Failure Consequence of Failure Significant Major Moderate Minor Insignificant Almost Certain E E H H M Likely E E H M M Possible H H M M L Unlikely H M M L L Rare M M L L L Risk levels can be reduced or mitigated through planned maintenance, rehabilitation and/or replacement of an asset. An objective of this asset management plan is to identify ways to reduce risk levels where they are deemed to be too high, as well as ensure assets are maintained in a way that keeps risk at acceptable levels. Town of Grand Valley 37 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 4.3 Priority Identification Through a review of the asset risk of failure assessment, the assets/categories listed below were identified as being priorities of the Town for over the next few years. These lists of capital asset improvements/replacements is only for the next few years, and do not limit the needs that the Town requires to become fully sustainable. The Finance Strategy will further outline the needs for investing in assets annually via reserves to ensure that funds are available for future asset replacements. 4.3.1 Roads - Leeson Street from 175m south of Mill Street to Mill Street - asphalt resurfacing (recommended improvement in 2023, approximate cost $28,560) - West Alley from Mill Street to Amaranth Street - asphalt resurfacing (recommended improvement in 2023, approximate cost $33,696) - Bielby Street from Amaranth St. to Gier Street - asphalt resurfacing (recommended improvement in 2025, approximate cost $18,480) - Concession Road 8-9 from Sideroad 24-25 to Sideroad 27-28 - rehabilitation of asphalt surface and road base. Pulverization of surface asphalt and adding some gravel to provide more structure to the road base (recommended improvement in 2025, approximate cost surface $252,167, and base $201,433) - Douglas Street from Leeson Street to Emma Street - asphalt resurfacing is a current need, however will wait for the design and installation of a wastewater connection of one final home at the centre of this road segment (recommended improvement in 2025, approximate cost road surface $20,160) - Emma Street from Amaranth Street to Douglas Street - asphalt resurfacing is a current need, however there is a storm water gravity main issue along this road segment that requires the gravity main to be replaced at a deeper depth to avoid potential winter freezing (recommended improvement in 2025, approximate cost $36,960) - Leeson Street from Amaranth Street to Douglas Street - asphalt resurfacing is a current need, however there needs to be a CCTV inspection of the wastewater gravity main to ensure the condition of this sewer main has at minimum 25 more years of service life (recommended improvement in 2025, approximate cost road surface $38,640) - MainStreet from Parkview Street to End/Park Entrance - asphalt resurfacing and review of off road catch basins (recommended improvement in 2025, approximate cost $15,120) - The Town is currently inspecting all their crossroad culverts and storm water outfalls via the Federation of Canadian Municipalities (FCM) asset management funding. This project will better identify crossroad culverts that require maintenance or replacement. There are six crossroad culverts identified based on their age that Town of Grand Valley 38 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 potentially require replacement in 2023 for approximate total cost of $17,960. It is recommended that the Town wait for the results of the current inspection project to assess which culverts require replacement or just flushing. 4.3.2 Bridges All bridges and large culverts (over 3 m diameter) are a concern to the Town as a failure of this type of asset can result in a major consequence of failure. - Bridge 7 on Sideroad 24-25 - requires engineering feasibility study and geotechnical investigation (recommended improvement in 2023, approximate cost $25,000) - Bridge 10 on Sideroad 27-28 - requires completion of the engineering design (recommended improvement in 2023, approximate cost $10,000) - Bridge 7 on Sideroad 24-25 - requires engineering design and permits (recommended improvement in 2024, approximate cost $60,000) - Bridge 10 on Sideroad 27-28 - bridge replacement (recommended improvement in 2024, approximate cost $1,139,500) - Bridge 3 on Sideroad 21-22 - requires engineering design and permits (recommended improvement in 2025, approximate cost $20,000) - Bridge 4 on Sideroad 24-25 - requires engineering design and permits (recommended improvement in 2025, approximate cost $21,000) - Bridge 12 on Sideroad 27-28 - requires engineering design and permits (recommended improvement in 2025, approximate cost $21,000) 4.3.3 Storm Water - Storm water headwall and discharge point/outfall into the Grand River just east of Bielby Street - requires replacement both age based and initial inspection from the FCM storm water inspection project indicates need for replacement (recommended improvement in 2023, approximate cost $7,500) - Emma Street from Amaranth Street to Douglas Street Storm Water Gravity Main and Catch Basins - There is a need to replace the storm water gravity main too a deeper depth as the current gravity main can at times freeze up during the winter, and at the same time replace he catch basins (recommended improvement in 2025, approximate cost gravity main $36,120, catch basins $12,000) 4.3.4 Water - Water Tower - requires some necessary improvements to upgrade the water tower condition (recommended and funding approved for 2023, 2024, 2025, approximate cost to the Town $49,273, $98,546, $98,545.65 respectively) - Cooper St Water Pumping Station - the Town's water system service provider indicated that the Town requires a generator that will ensure power during electrical power outages (recommended improvement in 2023, approximate cost $150,000) Town of Grand Valley 39 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 - Melody Lane Water Pumping Station - based on age the chemical analyser requires replacement (recommended improvement in 2024, approximate cost $5,000) - Town Office - based on age the chemical analyser requires replacement (recommended improvement in 2023, approximate cost $7,500) - Water Meters - Based on discussions with Town staff it is recommended that the water meters be replaced over a five year period (recommended improvement in 2023, 2024, 2025, 2026, and 2027, approximate cost $10,000 per year) 4.3.5 Wastewater - Wastewater Treatment Plant Blower-Sludge Pumping Building - The Town's service provider identified that there needs to be an improvement to the Screw Centrifugal Pumps (recommended improvement in 2023, approximate cost $4,000) - Wastewater Treatment Plant Blower-Sludge Pumping Building - The Town's service provider identified that there needs to be an improvement to the Biosolids Mixing Pumps (recommended improvement in 2024, approximate cost $15,000) - Wastewater Treatment Plant Headworks Building - The Town's service provider identified that there needs to be an improvement to the Septage Transfer Pumps (recommended improvement in 2023, approximate cost $6,500, and in 2025 approximate cost $2,500) - Wastewater Treatment Plant Headworks Building - The Town's service provider identified that there needs to be an improvement to the Automatic Screening System (recommended improvement in 2023, approximate cost $5,500) - Wastewater Treatment Plant Headworks Building - The Town's service provider identified that there needs to be an improvement to the Automatic Degritting System (recommended improvement in 2023, approximate cost $5,500) - Emma Street Wastewater Pumping Station - The Town's service provider identified that the Submersible Sewage Pumps need to be improved (recommended improvement in 2023, approximate cost $25,000 and in 2024 for approximately $15,000) - Wastewater Air Release Chamber - Based on age of the Air Release Valve indicates that it needs to be replaced (recommended improvement in 2023, approximate cost $3,500) - Amaranth Street Wastewater Pumping Station - The Town's service provider identified that there needs to be an improvement to Pump 2 (recommended improvement in 2023, approximate cost $5,500, again in 2025, at a cost of $5,500) - Amaranth Street Wastewater Pumping Station - The Town's service provider identified that there needs to be an improvement to Pump 1 (recommended improvement in 2024, approximate cost $5,500) - Douglas Street Wastewater service connection - Prior to resurfacing Douglas Street providing a wastewater service connection to the last home on the street (recommended improvement in 2025, approximate cost $10,000) Town of Grand Valley 40 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 - Leeson Street Wastewater gravity main from Amaranth to Douglas - CCTV scanning of the sewer gravity main is recommended before repaving work is to be done (recommended improvement in 2025, approximate cost $2,900) - Wastewater Treatment Plan Administration - Maintenance - UV Building - The Town's service provider identified that there needs to be a replacement to the UV bulbs/ballast (recommended improvement in 2025, approximate cost $5,000) 4.4 Climate Change Over the past decade there has been increased numbers of extreme weather events which are putting greater stress on municipal infrastructure, and pressure to ensure levels of service are maintained. Climate change poses a real risk management question which needs to be addressed within the context of municipal decision making. Some climate change projections (Federation of Canadian Municipalities): - Warmer summer temperatures; - Warmer winter temperatures; - More intense storms; - Longer droughts; - Increased frequency and amount of ice; - Summers stretching longer; and, - Sea level rising. The Town of Grand Valley has witnessed some of these climate change projections already causing potential challenges with road washouts from extreme weather events, or quick winter thaw runoff. Many roads as well as crossroad culverts have not been designed for such intense high-volume rainstorms. Identifying areas of concern will help the Town to design road and storm water assets to improve resiliency to extreme weather events. This type of investment will reduce risk of failure of infrastructure and ensure appropriate levels of service are maintained for the public. Another factor to climate change issues is the materials used in asset construction. The focus is to reduce the total carbon footprint on the construction of infrastructure assets. Investing in infrastructure with a long-term view provides both better levels of service as well as reducing the total carbon footprint. As noted above the Town is completing a project that is inspecting all of the crossroad culverts which will provide condition size and material information. The project will provide the Town with areas of concern and focus for upgrading over a 10 year period. This will help the Town make good progress to becoming a more climate change resilient municipality. Town of Grand Valley 41 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 4.5 Long-term Forecast For many years, lifecycle costing has been used in the field of engineering to evaluate the advantages of using alternative materials in construction or production design. The method has gained wider acceptance and use recently in the management of capital assets. By definition, lifecycle costs are all the costs which are incurred during the lifecycle of a capital asset, from the time it is purchased or constructed, to the time it is taken out of service for disposal/replacement. In defining the long-term forecast for the Town's asset management strategy, costs incurred through an asset's lifecycle, the asset's condition, expected LOS, and risk were considered and documented. Asset replacement analysis in forecasting the Town's asset replacement needs are summarized in Figure 4-1, Figure 4-2, and Figure 4-3 which we are calling Asset Strategy based on expected levels of service. The asset strategy incorporated all of the information discussed above in this report and based on the information provided by the Town, past reports, staff input, and understanding of the asset's reaction in their current environment as well as the expected asset maintenance levels, and the current asset condition, which is expected to produce a reduced asset potential risk of failure. The outcome of this scenario approach was to provide appropriate asset service levels, and the assets were expected to meet or exceed their useful life which reduces expected infrastructure deficits. In total (all core tax supported assets), $12.8 million in assets (inflated to appropriate year) are shown as maintenance, improvement, rehabilitation and replacement needs over the 10 year forecast. The water rate payer supported assets $2.9 million, and wastewater rate payers supported assets $5.9 million over the 10 year forecast period. This is the recommended asset strategy for the Town of Grand Valley. Assets like Bridges, and major culverts, are not expected to be replaced for usually over 50 years. It needs to be stated, to ensure that these assets have reserve funding for their rehabilitation/replacement schedule in the future. The Financial Strategy provides the Town with an investment plan into their reserve accounts. For the recommended asset strategy to be feasible, the expected level of service adjustments discussed in Section 3 are needed in conjunction with the current level of service amounts in order to effectively maintain and rehabilitate the assets as required. The financing strategy discussed in the next section will incorporate the level of service adjustments into the recommended financing analysis. Town of Grand Valley 42 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Figure 4.1: Proposed Asset Strategy Based on Expected Levels of Service - 500,000 1,000,000 1,500,000 2,000,000 2,500,000 3,000,000 3,500,000 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Future Replacement Cost (Inflated) Year of Replacement Tax Supported Assets Inflated Based on Expected Levels of Service Discharge Point Storm Pond Storm Manhole Catch Basin Storm Mains & Foundation Collection Drains Cross Road Culverts Bridge & Culverts Road Base Road Surface - Gravel Road Surface - Asphalt Town of Grand Valley 43 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 - 50,000 100,000 150,000 200,000 250,000 300,000 350,000 400,000 450,000 500,000 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Future Replacement Cost (Inflated) Year of Replacement Water System Valve Water Mains Water Hydrant Water Well Water Equipment Water Facilities & Components Town of Grand Valley 44 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 - 100,000 200,000 300,000 400,000 500,000 600,000 700,000 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Future Replacement Cost (Inflated) Year of Replacement Wastewater Manholes Wastewater Pressure Mains Wastewater Gravity Mains Wastewater Facilities & Components Town of Grand Valley 45 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 5.0 Financing Strategy 5.1 Scope and Process The financing strategy provides the recommended use of various funding sources to finance the asset management strategy and levels of service recommendations discussed in Sections 3.0 and 4.0. The financing strategy also provides recommendations to increase annual investments in assets that will be used beyond this report's 10 year forecast period. 5.2 Funding Sources The following funding sources have been used within the financing strategy: Grant Funding: It has been assumed that Gas Tax Funding (now called the Canada Community Building Fund) will continue throughout the forecast period. The Town's allocation is expected to reach $97,826 by 2023 and it has been assumed that funding will remain constant at this amount moving forward. It has been assumed that Ontario Community Infrastructure Fund (OCIF) annual amounts will increase to 2022 levels and remain constant at this amount, $239,926 per year, over the forecast period. The province is currently reviewing the formula for OCIF funding and has dedicated additional funding to this program. The Town has been successful in obtaining "Investing in Canada Infrastructure Program" (ICIP) funding. While a significant portion of this relates to non-core assets, there is approved ICIP funding that is water related. Operating Budget: The Town includes annual amounts in the tax supported operating budget to fund capital. It has been assumed that $400,000 of this funding will be dedicated to tax supported core infrastructure annually throughout the forecast period. This is equivalent to the annual amount invested in tax supported core infrastructure capital historically. Given that there are levels of service recommendations that are operating in nature, it has been assumed that these costs will be funded from the annual operating budget. This could be through existing funding or proposed increases each year. Town of Grand Valley 46 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Reserves: The Town's existing "Roads & Bridges Reserve" has been utilized as a funding source for tax supported core infrastructure capital needs over the forecast period. Water and Wastewater capital reserves exist for water and wastewater supported assets. Reserves becomes the primary source of capital funding over the forecast period. It is recommended that increases in annual asset investment for core infrastructure be allocated to reserves for capital use. Water/Wastewater: The Town has a Water and Wastewater Rate Study that sets current and future water/wastewater rates to support ongoing operating costs and capital needs. Rates are established in a manner that allows for transfers from water and wastewater operating budgets to water and wastewater capital reserves annually to fund asset investments. DC & Developer: Development Charges (DCs) are in place to fund costs considered growth-related in nature. While the capital forecast in this asset management plan is net of growth-related costs, DCs will be discussed in this chapter. Developer contributions (including front ending agreements) are also a funding source available to the Town that will be discussed below. Debt: If all other funding sources fall short in funding recommended lifecycle needs each year, debt financing is recommended. Debt financing is anticipated within the forecast period for core infrastructure (see the analysis provided below). 5.3 Historic Asset Investment (Tax Supported Core Asstes) The following table outlines the Town's historic capital investment in assets. As shown, the annual investment has fluctuated over the last two years. Town of Grand Valley 47 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Table 5.1: Historic Asset Investment - Capital Funding Type - Tax Supported 2021 2022 Canada Community Building Fund (Gas Tax) 93,750 93,750 OCIF Funding 119,067 239,926 Transfer from Operating (Core Infrastructure) 374,850 400,000 Contribution to Roads & Bridges Reserve - - Total Annual Asset Investment - Capital 587,667 733,676 Less: One-time top-up of the Canada Community Building Fund (Gas Tax) Total 2021 Asset Investment - Capital (Sustainable) 587,667 733,676 * Excludes the Safe Restart and OMPF grants as they are operating in nature. Excludes ICIP grants as they are one-time contributions. ** OCIF Funding Formula for 2023 is under review, however a province wide sustainable increase in funding has been announced. *** Transfer from operating not available for 2022. Assumed to be $400,000 for future planning purposes. Therefore, a capital asset investment in 2022 of $733,676 becomes the starting point for recommending increases in annual asset investments over the forecast period. 5.4 Optimal Asset Investment (Tax Supported Core Assets) Based on an analysis of the Town's capital assets in terms of replacement cost and useful life, the following summary of optimal annual asset investment has been created. Table 5.2: Optimal Asset Investment Summary Tax Supported Core Infrastructure Replacement Cost Weighted Average Useful Life Annual Replacement Investment Roads 8,042,120 25 321,700 Road Base 124,514,290 60 50,000 Bridges & Culverts 22,852,000 72 317,400 Cross Road Culverts 1,015,217 30 33,800 Storm Mains 7,760,689 98 79,200 Catch Basin 1,413,364 100 14,100 Storm Manhole 1,630,000 100 16,300 Storm Pond 325,653 100 3,300 Discharge Point 179,500 86 2,100 Underground Enclosures 10,000 100 100 Total 167,742,833 838,000 * excludes non-core infrastructure assets ** Road Base annual investment for maintenance only In summary, an annual asset investment of $838,000 is needed to fund long-term asset management planning needs for core infrastructure. This does not include other non- Town of Grand Valley 48 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 core assets that have been excluded from this asset management plan. In addition, annual asset investments for road base assets are based on level of service costs identified in this asset management plan and not full replacement. This $838,000 annual asset investment becomes the funding target over the forecast period. However, this target increases over time as inflation increases this amount annually. Assuming 2% annual inflation, the target annual capital asset investment amount becomes $1,001,756 by the year 2032. 5.5 Financing Strategy (Tax Supported Core Assets) The detailed 10-year financing strategy is provided in Appendix C to this report. As the 2022 Budget has already been developed and passed by the Town, all recommendations provided in this chapter are recommended to be implemented starting in 2023. Also, similar to Section 4, a 2% inflation factor has been applied annually to all costs. The following table provides a high-level summary of the 10-year forecast by cost type (i.e., asset replacement needs, asset rehabilitation needs, and levels of service recommendations) for tax supported core assets. Town of Grand Valley 49 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Table 5.3: Forecast Summary Forecast - Tax Supported 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Replacement 255,160 1,656,174 249,384 2,139,607 259,459 256,367 269,942 274,023 280,846 340,819 Rehabilitation 461,397 140,798 536,431 506,655 243,734 513,472 637,295 219,162 540,806 - Levels of Service 268,000 273,360 278,827 284,402 290,092 295,893 301,812 307,847 314,006 320,286 Total 984,557 2,070,332 1,064,642 2,930,664 793,285 1,065,732 1,209,049 801,032 1,135,658 661,105 Figure 5.1 shows the same forecast in graph form. As illustrated, there are minor fluctuations in annual lifecycle needs throughout the forecast. Town of Grand Valley 50 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426.docx Figure 5.1: Forecast Summary As shown in Appendix C, the 10-year forecast has a recommended funding plan as follows: - 500,000 1,000,000 1,500,000 2,000,000 2,500,000 3,000,000 3,500,000 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 10 Year Forecast: Lifecycle Costs Replacement Rehabilitation Levels of Service Town of Grand Valley 51 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Table 5.4: Capital Forecast with Funding Sources Asset Class 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Total Totals by Asset Class (Replacement, Rehabilitation and Levels of Service) Road Surface - Asphalt 374,237 279,722 539,684 191,688 166,557 249,266 174,308 374,411 407,847 237,325 2,995,045 Road Surface - Gravel 200,000 204,000 208,080 212,241 216,487 220,816 225,233 229,737 234,332 239,019 2,189,945 Road Base 50,000 51,000 261,591 53,060 54,122 55,204 56,308 57,434 58,583 59,755 757,057 Bridge & Culverts 95,500 1,534,590 127,449 2,410,003 291,174 474,202 663,873 60,880 387,233 63,340 6,108,244 Cross Road Culverts 17,960 10,200 10,404 10,612 10,824 11,041 11,262 11,487 11,717 11,951 117,458 Storm Mains & Foundation Collection Drains 20,000 20,400 58,387 21,224 21,648 22,081 22,523 22,973 23,433 23,901 256,570 Catch Basin 30,000 30,600 43,697 31,836 32,473 33,122 33,785 34,461 35,150 35,853 340,977 Storm Manhole - - - - - - - - - - - Storm Pond - - - - - - - - - - - Discharge Point 7,500 1,020 - - - - - - - - 8,520 Underground Enclosures - - - - - - - - - - - Total 795,197 2,131,532 1,249,292 2,930,664 793,285 1,065,732 1,187,292 791,383 1,158,295 671,144 12,773,816 Funding Analysis Canada Community Building Fund (Gas Tax) 97,826 97,826 97,826 97,826 97,826 97,826 97,826 97,826 97,826 97,826 978,260 OCIF Funding (estimate) 239,926 239,926 239,926 239,926 239,926 239,926 239,926 239,926 239,926 239,926 2,399,260 Transfer from Operations (Core Infrastructure) 400,000 400,000 400,000 400,000 400,000 400,000 400,000 400,000 400,000 400,000 4,000,000 Transfer from/(to) Capital Reserves: Roads & Bridges Reserve (210,555) 870,420 32,710 108,502 (234,567) 32,080 147,720 (254,229) 106,523 (386,908) 211,696 Operating Funding (LOS Impacts) 268,000 273,360 278,830 284,410 290,100 295,900 301,820 307,860 314,020 320,300 2,934,600 Debt Funding (see section 2) - 250,000 200,000 1,800,000 - - - - - - 2,250,000 Total 795,197 2,131,532 1,249,292 2,930,664 793,285 1,065,732 1,187,292 791,383 1,158,295 671,144 12,773,816 Town of Grand Valley 52 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 As noted in Section 5.2 above, Canada Community Building Fund (Gas Tax) and OCIF funding are shown as funding sources in each year of the forecast period, reserves are used as a primary funding source, operating budget funding is used for a fixed $400,000 in capital funding annually as well as for levels of service recommendations that are considered operating in nature, and debt funding is used to finance the remaining funding needs each year. Debt Funding (Tax Supported Core Infrastructure Only) Debt funding is anticipated within the forecast period for core infrastructure. As shown above in Table 5.4, debt principal amounts of $2,250,000 is required in total from 2023 to 2032 to fund recommended tax supported core asset lifecycle needs. Debt needs for water, wastewater, and growth-related needs are excluded from this analysis. This assessment should be reviewed when other non-core assets are added to the asset management plan. Given that the Town's ability to use debt funding is restricted based on the province's debt capacity (annual repayment limit) calculations, an analysis of all current and proposed debt was completed (see Figures 5.2 and 5.3). Town of Grand Valley 53 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Figure 5.2: Summary of Current and Proposed Debt Payments $0 $100,000 $200,000 $300,000 $400,000 $500,000 $600,000 $700,000 $800,000 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Summary of Current and Proposed Debt Payments Existing Annual Debt Payments Proposed New Debt Payments Town of Grand Valley 54 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Figure 5.3: Percent of Annual Repayment Limit Used 0.0% 5.0% 10.0% 15.0% 20.0% 25.0% 30.0% 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Percent of Annual Repayment Limit Used Maximum Debt Capacity % of Debt Capacity Used (Estimated) Town of Grand Valley 55 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Figures 5.2 and 5.3 above show that current and projected debt requirements are well within the annual debt capacity limits of 25% of Town revenues, reaching a maximum level of 4.8% of revenues in 2027. This leaves significant capacity for water/wastewater related debt, or debt required due to growth related needs. Future debt payments have been estimated assuming an interest rate of 5.0% over a 20-year term. Reserve Funding (Tax Supported Core Infrastructure Only) With reserve funding becoming a primary source of funding within this financing strategy, a recommended phased-in approach to increasing contributions to reserves is provided. Table 5.5 below outlines that no transfer was provided for in 2022, however recommendations include a transfer of $24,110 in 2023 with increasing transfers annually, reaching $264,004 by 2032. This combined with anticipated grant funding and transfers from operations allows the Town to reach an annual asset capital investment amount of $1,001,756 by 2032. This represents 100% of the optimal annual asset investment amount in 2032. Town of Grand Valley 56 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426.docx Table 5.5: Contributions to Reserves Actual Forecast Funding Type - Tax Supported 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Contribution to Roads & Bridges Reserve - 24,110 48,703 73,788 99,374 125,472 152,092 179,244 206,940 235,189 264,004 Total - 24,110 48,703 73,788 99,374 125,472 152,092 179,244 206,940 235,189 264,004 Transfer from Operations (Core Infrast.) 400,000 400,000 400,000 400,000 400,000 400,000 400,000 400,000 400,000 400,000 400,000 Gas Tax Funding 93,750 97,826 97,826 97,826 97,826 97,826 97,826 97,826 97,826 97,826 97,826 OCIF Funding 239,926 239,926 239,926 239,926 239,926 239,926 239,926 239,926 239,926 239,926 239,926 Total Asset Investment 733,676 761,862 786,455 811,540 837,126 863,224 889,844 916,996 944,692 972,941 1,001,756 This analysis should be updated once other non-core assets have been included in this asset management plan. It is recommended that the existing "Roads & Bridges Reserve" be used to fund core infrastructure capital needs. Operating Budget Funding (Tax Supported Core Infrastructure Only) As discussed earlier in this chapter, the recommended financing strategy assumes that $400,000 will be available annually from the operating budget to fund core infrastructure capital needs. From a levels of service perspective, many recommendations outlined in Section 3 are already implemented by the Town. Section 4 of Appendix C to this report outlines that some adjustments are needed to the Town's operating budget to account for further levels of service impacts that are not currently funded. If debt financing is needed to fund the recommended financing strategy, this has an impact on the Town's operating budget going forward. It has also been assumed that when existing debt payments are complete, the budget space created will be used to either fund new debt or to increase transfers to reserves. This is outlined in Appendix C and summarized below in Table 5.6. Table 5.6: Increase in Funding Summary Increase in Funding 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Increase (Decrease) in Transfers to Reserves 24,110 24,593 25,085 25,586 26,098 26,620 27,152 27,696 28,249 28,814 Increase (Decrease) in Operating - LOS 63,000 5,360 5,470 5,580 5,690 5,800 5,920 6,040 6,160 6,280 Increase (Decrease) in Operating - Debt - - 20,060 16,050 144,440 - - - - - Total Impact on Annual Tax Supported Budget 87,110 29,953 50,615 47,216 176,228 32,420 33,072 33,736 34,409 35,094 Estimated Taxation Impact (1% in 2023 = $40,865) 2.13% 0.72% 1.19% 1.09% 3.98% 0.72% 0.72% 0.72% 0.72% 0.72% Town of Grand Valley 57 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Table 5.6 above outlines the total annual increase in funding recommended from 2023 to 2032. These increases can be incorporated through: 1. Finding efficiencies in the annual budget. 2. Increase in external funding (i.e., grants or third party contributions). 3. Allocations of annual Town surpluses to capital reserves (if available). 4. Recommending budget (taxation) increases. As shown in Table 5.6, if taxation increases are required each year to allow for the total recommended increases in funding (i.e., items a, b, and c above are not available), an increase in taxation would be required annually, ranging from 0.72% to 3.98%. The years with higher rate increases (i.e., 2023, 2025, and 2027) are due to impacts of new debt and/or operating level of service adjustments. Funding Gap (Tax Supported Core Infrastructure Only) Figure 5.4 below provides an overall summary of the recommended annual investment levels (shown in orange and gray) as well as the funding gap (shown in yellow). The funding recommendations outlined in this chapter ensure the funding gap is eliminated (for core infrastructure only) by 2032. Town of Grand Valley 58 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Figure 5.4: Annual Asset Investment & Funding Gap 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Annual Funding Gap 76,138 68,305 60,320 52,174 43,866 35,386 26,734 17,908 8,909 - Recommended Increase in Investment 91,186 121,139 151,694 182,860 214,648 247,068 280,140 313,876 348,285 383,380 2022 Annual Investment 938,676 938,676 938,676 938,676 938,676 938,676 938,676 938,676 938,676 938,676 - 200,000 400,000 600,000 800,000 1,000,000 1,200,000 1,400,000 Annual Asset Investment & Funding Gap 2022 Annual Investment Recommended Increase in Investment Annual Funding Gap Town of Grand Valley 59 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 Figure 5.4 is also provided in Appendix C to this report, along with detailed figures to support the calculations. 5.6 Water and Wastewater Related Assets Based on an analysis of the Town's capital assets in terms of replacement cost and useful life, the following summary of optimal annual asset investment has been created. Table 5.7: Optimal Asset Investment Summary (Environmental Supported Core Assets) Water / Wastewater Core Infrastructure Replacement Cost Weighted Average Useful Life Annual Replacement Investment Water Facilities & Components 4,113,567 59 69,700 Water Equipment 650,500 16 40,700 Water Well 690,000 28 24,600 Water Hydrant 1,600,000 50 32,000 Water Mains 4,455,341 100 44,600 Water System Valve 1,121,000 66 17,000 Total Water 12,630,408 228,600 Wastewater Facilities & Components 20,212,200 55 367,500 Wastewater Gravity Mains 4,484,227 100 44,800 Wastewater Pressure Mains 941,500 100 9,400 Wastewater Manholes 2,200,000 100 22,000 Total Wastewater 27,837,927 443,700 * excludes other non-core assets In summary, an annual asset investment of $228,600 is needed to fund long-term asset management planning needs for water infrastructure and $443,700 for wastewater infrastructure. This does not include other non-core assets that have been excluded from this asset management plan. These optimal investment amounts become the funding target over the forecast period. However, this target increases over time as inflation increases this amount annually. Assuming 2% annual inflation, the target annual capital asset investment amount becomes $273,200 and $530,300 for water and wastewater respectively by the year 2032. The Town's 2020 Water and Wastewater Rate Study provides for increasing contributions to water and wastewater capital reserves: - Water: A contribution of $346,002 by 2030 Town of Grand Valley 60 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 - Wastewater: A contribution of $917,854 by 2030 The contributions are higher in the rate study, presumably to account for: - Other non-core infrastructure assets (not included in this plan). - Historic under investment in these assets (based on remaining asset life rather than asset useful life). It is recommended that the Town follow the recommendations outlined in the 2020 Water and Wastewater Rate Study to ensure the annual requirements for optimal investment in water and wastewater assets can be met. 5.7 Growth Related Impacts There are growth related capital needs outlined both in the Town's 2021 Development Charges Update Study and the 2020 Water and Wastewater Rate Study. In addition, there are future projects that include developer contributions and/or front ending agreements. While a growth-related assessment on the financing strategy is not required in this asset management plan, the following overview is provided: - The analysis provided in this chapter excludes growth-related costs and financing impacts. The asset management regulation (Ontario Regulation 588/17) requires a growth-related assessment in asset management plans for municipalities with a population of 25,000 or more. However, it is recommended that a future asset management plan update include an integrated analysis of growth-related impacts to the Town. - DCs are used to finance the portion of projects (assets) that are considered growth related. The calculation of DC rates, based on growth projections, ensures the necessary funding is collected for this, however the timing of projects relative to the timing of growth can be an issue. − Many projects are required before growth can occur. In this situation, the Town must consider existing balances in DC Reserve Funds while considering growth related debt and developer agreements. Growth related debt allows the Town to fund future debt payments from development charges, however this impacts the Town's available debt capacity. − The Town's 2020 Water and Wastewater Rate Study suggests the use of growth- related debt for both water and wastewater growth related needs in the future. − Front ending agreements can be used, allowing developers to finance growth related costs, with the promise of being paid back through DC credits. Alternatively, "early payment agreements" can be established to require developers to pay DCs early. − Growth (or expansion) of the Town's assets adds to the required annual optimal investment discussed within this chapter. DC Studies are required to address financial sustainability of these assets going forward. Town of Grand Valley 61 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 5.8 Summary of Financing Strategy Recommendations The following represents a list of financing strategy recommendations: 5. Use the "Roads & Bridges Reserve" to fund core infrastructure capital needs. 6. Use capital reserves as a primary source of asset investment annually. Funds should flow from the operating budget to these reserves, which are then used to fund capital projects. 7. Ensure a minimum of $400,000 is available from the annual operating budget to fund core-infrastructure capital needs. 8. Increase asset management funding annually for core infrastructure as outlined in Table 5-6. 9. Transfer any annual Town surpluses to capital reserves annually. 10. Dedicate any budget savings from the elimination of debt payments to funding asset management needs (i.e., either new debt or transfers to reserves). 11. Update this financing strategy to account for other non-core assets as well as the impacts of growth. 12. Follow the recommendations outlined in the Town's 2020 Water and Wastewater Rate Study. 6.0 Recommendations The following recommendations have been provided for the Town of Grand Valley's consideration: - that this Asset Management Plan be received and approved by the Town of Grand Valley Council; and, - that consideration of this Asset Management Plan be given as part of the annual budgeting process to ensure sufficient capital funds are available to fund capital requirements over the 10-year period. The current level of funding for asset replacement and renewal at the Town will not sufficiently fund required capital needs or close the infrastructure funding gap. As such, it is recommended that the following be considered: - That the "levels of service" strategies discussed in this report be approved; - The Town use the "Roads &Bridges Reserve" to fund core infrastructure capital needs; Town of Grand Valley 62 2022 Asset Management Plan (Core Assets) August 5, 2022 R.J. Burnside & Associates Limited 300052426.0000 220803_AMP-52426 - The Town use capital reserves as the primary source of asset investment annually. Funds should flow from the operating budget to these reserves, which are then used to fund capital projects; - The Town ensure a minimum of $400,000 is available from the annual operating budget to fund core tax supported infrastructure capital needs; - The Town increase asset management funding as outlined in Table 5.6; - The Town transfer annual surpluses to capital reserves; - The Town dedicate any budget savings from the elimination of debt payments to funding asset management needs (i.e., either new debt or transfers to reserves); - The Town update the financing strategy to account for other non-core as well as any road base replacement needs in the future; - The Town follow the recommendations outlined in the Town's 2020 Water and Wastewater Rate Study; - That this Asset Management Plan be updated as per the Town's Asset Management Strategy Policy; and, - The Town consider the capital priorities identified within this report when applying for future grants or deciding on how to utilize Gas Tax, OCIF funding, and/or other funding that becomes available. Substantial investment in asset capital needs will be required over the 10 year forecast period and beyond. Through the recommendations provided above, proactive steps will be made to increase capital investment, as well as reduce the annual infrastructure funding gap for the Town's core tax supported assets. Enhanced maintenance plans will assist in maintaining adequate asset conditions, mitigate asset risk as well as potentially defer capital needs within the forecast period. In addition, the Town of Grand Valley is recommended to pursue all available capital grants wherever possible to further reduce the infrastructure funding gap. Through the creation of this plan, the Town has been provided with Excel spreadsheets in which amendments and revisions can be made as needed by the Town. It is anticipated that this plan adopted by the Town of Grand Valley Council will be monitored and updated frequently as part of the budget process, with refinements and specific recommendations being provided with respect to the priority of each individual project. Appendix A Appendix A Municipality Asset Inventory & Asset Management Plan Assumptions A-1 Appendix A: Asset Management Plan Assumptions The following assumptions were made and applied during the creation of the Town of Grand Valley's asset management plan. 1. State of Local Infrastructure a) All replacement costs were estimates based on current 2021 pricing; b) Historic Costs of assets that were added to the Town's asset inventory and did not have a historic cost identified made use of deflation tables from estimated current 2021 costs back to the installation date of the asset. Indexes were using Non-Residential Building Construction Price Index (NRBCPI); c) Amortization of assets was using the Town's PSAB 1350 data tables where possible but assets that were added to the Town's asset inventory a straight line amortization was used; d) Useful life of an asset was provided by the Town, or reports provided to the Town by engineering consultants; e) Condition was extracted from Town reports, from staff's understanding of the asset's relative condition, and finally via estimation from the asset's age; and f) Condition values were used to provide estimated remaining life to the assets. 2. Asset Management Strategy a) Capital inflation rate was assumed to be 2.0% annually; b) Operating budget inflation rate was assumed to be 2.0% annually; and c) Regarding operating expenses included in the Town's current budget, it is assumed that they will increase at an operating inflation rate annually. 3. Financing Strategy a) Gas Tax and OCIF Formula Based Funding revenue have been identified as a funding source for the purposes of this analysis (i.e., for asset replacement purposes), and has been assumed to continue throughout the forecast period; and b) Interest rate earned on a Capital Replacement Reserve Funds will be 1.0% annually. Appendix A Assumptions 7/22/2022 5:37 PM Grand Valley Water - Pressurized Main Inventory Fixed Asset # Subtype Asset Name Note Project Number Diameter (mm) Length (m) Material Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization 2020 Net Book Value Replacement Cost Including Labour Condition Based On Useful Life Condition from Town Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit 14,713.2 78 22 $2,311,212 $91,875 $2,219,337 $4,455,341 8.0 2.0 4924 Water - Pressurized Main 300 mm PVC Distribution Main - River Street 111005-Mayberry Hill Subdivis MSO22445 300 71.3 PVC 2013 100 93 7 $ 21,818 $ 1,109 $ 20,709 $ 24,955 9 9 Very Good Rare Moderate L 1 2103 10 4925 Water - Pressurized Main 200 mm PVC Distribution Main - William Street 150731_Complete As-Built DraMSA11544 200 254.1 PVC 2013 100 93 7 $ 72,673 $ 3,694 $ 68,979 $ 78,771 9 9 Very Good Rare Moderate L 1 2103 10 4926 Water - Pressurized Main 200 mm PVC Distribution Main - Cooper Street scan-m-796-5-21.pdf M-796 200 57.9 PVC 1993 100 73 27 $ 8,106 $ 498 $ 7,608 $ 17,949 7 7 Good Unlikely Moderate M 2 2083 10 4927 Water - Pressurized Main 200 mm PVC Distribution Main - George Street scan-m-796-5-32.pdf M-796 200 88.4 PVC 1993 100 73 27 $ 12,376 $ 760 $ 11,616 $ 27,404 7 7 Good Unlikely Moderate M 2 2083 10 4928 Water - Pressurized Main 150 mm PVC Distribution Main - George Street scan-m-796-5-23.pdf M-796 150 42.7 PVC 1993 100 73 27 $ 5,338 $ 328 $ 5,010 $ 11,743 7 7 Good Unlikely Moderate M 2 2083 10 4929 Water - Pressurized Main 150 mm PVC Distribution Main - Main Street 150731_Complete As-Built DraM-796 150 75.3 PVC 1993 100 73 27 $ 9,413 $ 578 $ 8,834 $ 20,708 7 7 Good Unlikely Moderate M 2 2083 10 4930 Water - Pressurized Main 150 mm PVC Distribution Main - Main Street C49 S-41-5.pdf S-41-71 150 83.5 PVC 1969 100 49 51 $ 3,758 $ 318 $ 3,439 $ 22,963 5 5 Average Possible Moderate M 2 2059 10 4931 Water - Pressurized Main 300 mm PVC Distribution Main - Main Street scan-m-796-4-12.pdf M-796 300 159.1 PVC 1993 100 73 27 $ 23,865 $ 1,466 $ 22,399 $ 55,685 7 7 Good Unlikely Moderate M 2 2083 10 4932 Water - Pressurized Main 300 mm PVC Distribution Main - Main Street scan-m-796-5-19.pdf M-796 300 59.4 PVC 1993 100 73 27 $ 8,910 $ 547 $ 8,363 $ 20,790 7 7 Good Unlikely Moderate M 2 2083 10 4933 Water - Pressurized Main 300 mm PVC Distribution Main - Main Street scan-m-796-4-19.pdf M-796 300 66.4 PVC 1993 100 73 27 $ 9,960 $ 612 $ 9,348 $ 23,240 7 7 Good Unlikely Moderate M 2 2083 10 4934 Water - Pressurized Main 300 mm PVC Distribution Main - Main Street scan-m-796-5-23.pdf M-796 300 2.1 PVC 1993 100 73 27 $ 315 $ 19 $ 296 $ 735 7 7 Good Unlikely Moderate M 2 2083 10 4935 Water - Pressurized Main 200 mm PVC Distribution Main - Amaranth Street scan-m-796-4-17.pdf M-796 200 51.7 PVC 1993 100 73 27 $ 7,238 $ 445 $ 6,793 $ 16,027 7 7 Good Unlikely Moderate M 2 2083 10 4936 Water - Pressurized Main 150 mm PVC Distribution Main - Emma Street scan-m-796-4-11.pdf M-796 150 159.2 PVC 1993 100 73 27 $ 19,900 $ 1,222 $ 18,678 $ 43,780 7 7 Good Unlikely Moderate M 2 2083 10 4937 Water - Pressurized Main 200 mm PVC Distribution Main - Amaranth Street scan-m-796-4-20.pdf M-796 200 63.6 PVC 1993 100 73 27 $ 8,904 $ 547 $ 8,357 $ 19,716 7 7 Good Unlikely Moderate M 2 2083 10 4938 Water - Pressurized Main 200 mm PVC Distribution Main - Concession Road 2-3 scan-m-796-5-22.pdf M-796 200 199.9 PVC 1993 100 73 27 $ 27,986 $ 1,719 $ 26,267 $ 61,969 7 7 Good Unlikely Moderate M 2 2083 10 4939 Water - Pressurized Main 150 mm PVC Distribution Main - Leeson Street scan-m-796-4-17.pdf M-796 150 106.2 PVC 1993 100 73 27 $ 13,275 $ 815 $ 12,460 $ 29,205 7 7 Good Unlikely Moderate M 2 2083 10 4940 Water - Pressurized Main 150 mm PVC Distribution Main - Emma Street scan-m-796-4-9.pdf M-796 150 344.2 PVC 1993 100 73 27 $ 43,025 $ 2,643 $ 40,382 $ 94,655 7 7 Good Unlikely Moderate M 2 2083 10 4941 Water - Pressurized Main 150 mm PVC Distribution Main - Leeson Street 111005-Mayberry Hill Subdivis M-796 150 78.2 PVC 1992 100 72 28 $ 9,775 $ 607 $ 9,168 $ 21,505 7 7 Good Unlikely Moderate M 2 2082 10 4942 Water - Pressurized Main 150 mm PVC Distribution Main - Leeson Street 111005-Mayberry Hill Subdivis MSO22445 150 43.7 PVC 2013 100 93 7 $ 11,144 $ 566 $ 10,577 $ 12,018 9 9 Very Good Rare Moderate L 1 2103 10 4943 Water - Pressurized Main 300 mm PVC Distribution Main - Leeson Street scan-m-796-5-28.pdf M-796 300 195.1 PVC 1993 100 73 27 $ 29,265 $ 1,798 $ 27,467 $ 68,285 7 7 Good Unlikely Moderate M 2 2083 10 4944 Water - Pressurized Main 150 mm PVC Distribution Main - Emma Street C49 S-41-4.pdf S-41-71 150 166.8 PVC 1969 100 49 51 $ 7,506 $ 636 $ 6,870 $ 45,870 5 5 Average Possible Moderate M 2 2059 10 4945 Water - Pressurized Main 150 mm PVC Distribution Main - Emma Street scan-m-796-5-26.pdf M-796 150 156.1 PVC 1993 100 73 27 $ 19,513 $ 1,199 $ 18,314 $ 42,928 7 7 Good Unlikely Moderate M 2 2083 10 4946 Water - Pressurized Main 150 mm PVC Distribution Main - Emma Street scan-m-796-5-30.pdf M-796 150 44.4 PVC 1993 100 73 27 $ 5,550 $ 341 $ 5,209 $ 12,210 7 7 Good Unlikely Moderate M 2 2083 10 4947 Water - Pressurized Main 150 mm PVC Distribution Main - Emma Street scan-m-796-5-30.pdf M-796 150 130.1 PVC 1993 100 73 27 $ 16,263 $ 999 $ 15,264 $ 35,778 7 7 Good Unlikely Moderate M 2 2083 10 4948 Water - Pressurized Main 150 mm PVC Distribution Main - Spruyt Avenue SCAN-C49-03.pdf S0910 150 21.3 PVC 1969 100 49 51 $ 959 $ 81 $ 877 $ 5,858 5 5 Average Possible Moderate M 2 2059 10 4949 Water - Pressurized Main 150 mm PVC Distribution Main - Webb Street scan-m-796-5-18.pdf M-796 150 127.9 PVC 1993 100 73 27 $ 15,988 $ 982 $ 15,005 $ 35,173 7 7 Good Unlikely Moderate M 2 2083 10 4950 Water - Pressurized Main 150 mm PVC Distribution Main - Crozier Street scan-m-796-4-20.pdf M-796 150 11.5 PVC 1993 100 73 27 $ 1,438 $ 88 $ 1,349 $ 3,163 7 7 Good Unlikely Moderate M 2 2083 10 4951 Water - Pressurized Main 150 mm PVC Distribution Main - Crozier Street scan-m-796-4-8.pdf M-796 150 51.4 PVC 1993 100 73 27 $ 6,425 $ 395 $ 6,030 $ 14,135 7 7 Good Unlikely Moderate M 2 2083 10 4952 Water - Pressurized Main 150 mm PVC Distribution Main - Crozier Street scan-m-796-4-11.pdf M-796 150 210.8 PVC 1993 100 73 27 $ 26,350 $ 1,619 $ 24,731 $ 57,970 7 7 Good Unlikely Moderate M 2 2083 10 4953 Water - Pressurized Main 200 mm PVC Distribution Main - Amaranth Street scan-m-796-4-20.pdf M-796 200 130.3 PVC 1993 100 73 27 $ 18,242 $ 1,121 $ 17,121 $ 40,393 7 7 Good Unlikely Moderate M 2 2083 10 4954 Water - Pressurized Main 200 mm PVC Distribution Main - Amaranth Street scan-m-796-4-20.pdf M-796 200 51.4 PVC 1993 100 73 27 $ 7,196 $ 442 $ 6,754 $ 15,934 7 7 Good Unlikely Moderate M 2 2083 10 4955 Water - Pressurized Main 150 mm PVC Distribution Main - Scott Street SCAN-C49-04.pdf S0910 150 84.8 PVC 1969 100 49 51 $ 3,816 $ 323 $ 3,493 $ 23,320 5 5 Average Possible Moderate M 2 2059 10 4956 Water - Pressurized Main 200 mm PVC Distribution Main - Scott Street 111005-Mayberry Hill Subdivis M-796 200 96.3 PVC 1992 100 72 28 $ 13,482 $ 837 $ 12,645 $ 29,853 7 7 Good Unlikely Moderate M 2 2082 10 4957 Water - Pressurized Main 200 mm PVC Distribution Main - Bielby Street scan-m-796-5-31.pdf M-796 200 118 PVC 1993 100 73 27 $ 16,520 $ 1,015 $ 15,505 $ 36,580 7 7 Good Unlikely Moderate M 2 2083 10 4958 Water - Pressurized Main 150 mm PVC Distribution Main - Gier Street scan-m-796-4-14.pdf M-796 150 87.7 PVC 1993 100 73 27 $ 10,963 $ 673 $ 10,289 $ 24,118 7 7 Good Unlikely Moderate M 2 2083 10 4959 Water - Pressurized Main 200 mm PVC Distribution Main - Bielby Street scan-m-796-5-31.pdf M-796 200 116.7 PVC 1993 100 73 27 $ 16,338 $ 1,004 $ 15,334 $ 36,177 7 7 Good Unlikely Moderate M 2 2083 10 4960 Water - Pressurized Main 200 mm PVC Distribution Main - Concession Road 2-3 scan-m-796-5-22.pdf M-796 200 251 PVC 1993 100 73 27 $ 35,140 $ 2,159 $ 32,981 $ 77,810 7 7 Good Unlikely Moderate M 2 2083 10 4961 Water - Pressurized Main 200 mm PVC Distribution Main - Amaranth Street scan-m-796-5-21.pdf M-796 200 62 PVC 1993 100 73 27 $ 8,680 $ 533 $ 8,147 $ 19,220 7 7 Good Unlikely Moderate M 2 2083 10 4962 Water - Pressurized Main 200 mm PVC Distribution Main - Amaranth Street scan-m-796-5-21.pdf M-796 200 117 PVC 1993 100 73 27 $ 16,380 $ 1,006 $ 15,374 $ 36,270 7 7 Good Unlikely Moderate M 2 2083 10 4963 Water - Pressurized Main 300 mm PVC Distribution Main - West Bank Alley scan-m-796-5-29.pdf M-796 300 57.2 PVC 1993 100 73 27 $ 8,580 $ 527 $ 8,053 $ 20,020 7 7 Good Unlikely Moderate M 2 2083 10 4964 Water - Pressurized Main 300 mm PVC Distribution Main - Mill Street scan-m-796-4-20.pdf M-796 300 55.3 PVC 1993 100 73 27 $ 8,295 $ 510 $ 7,785 $ 19,355 7 7 Good Unlikely Moderate M 2 2083 10 4965 Water - Pressurized Main 300 mm PVC Distribution Main - Mill Street 111005-Mayberry Hill Subdivis MSO22445 300 6.9 PVC 2013 100 93 7 $ 2,111 $ 107 $ 2,004 $ 2,415 9 9 Very Good Rare Moderate L 1 2103 10 4966 Water - Pressurized Main 300 mm PVC Distribution Main - Mill Street 111005-Mayberry Hill Subdivis MSO22445 300 58.6 PVC 2013 100 93 7 $ 17,932 $ 911 $ 17,020 $ 20,510 9 9 Very Good Rare Moderate L 1 2103 10 4967 Water - Pressurized Main 50 mm PVC Distribution Main - Main Street scan-m-796-4-6.pdf M-796 50 21.8 PVC 1993 100 73 27 $ 2,616 $ 161 $ 2,455 $ 5,668 7 7 Good Unlikely Moderate M 2 2083 10 4968 Water - Pressurized Main 150 mm PVC Distribution Main - Mill Street C49 S-41-5.pdf S-41-71 150 11.1 PVC 1969 100 49 51 $ 500 $ 42 $ 457 $ 3,053 5 5 Average Possible Moderate M 2 2059 10 4969 Water - Pressurized Main 100 mm PVC Distribution Main - East Back Lane scan-m-796-5-32.pdf M-796 100 115.3 PVC 1993 100 73 27 $ 19,872 $ 1,163 $ 18,708 $ 28,825 7 7 Good Unlikely Moderate M 2 2083 10 4970 Water - Pressurized Main 150 mm PVC Distribution Main - King Street scan-m-796-4-17.pdf M-796 150 99 PVC 1993 100 73 27 $ 12,375 $ 760 $ 11,615 $ 27,225 7 7 Good Unlikely Moderate M 2 2083 10 4971 Water - Pressurized Main 150 mm PVC Distribution Main - Ponsford Street SCAN-C49-03.pdf S0910 150 54.4 PVC 1969 100 49 51 $ 2,448 $ 207 $ 2,241 $ 14,960 5 5 Average Possible Moderate M 2 2059 10 4972 Water - Pressurized Main 150 mm PVC Distribution Main - Mill Street SCAN-C49-03.pdf S0910 150 42.9 PVC 1969 100 49 51 $ 1,931 $ 164 $ 1,767 $ 11,798 5 5 Average Possible Moderate M 2 2059 10 4973 Water - Pressurized Main 300 mm PVC Distribution Main - Mill Street 111005-Mayberry Hill Subdivis MSO22445 300 65.8 PVC 2013 100 93 7 $ 20,135 $ 1,023 $ 19,111 $ 23,030 9 9 Very Good Rare Moderate L 1 2103 10 4974 Water - Pressurized Main 300 mm PVC Distribution Main - Main Street scan-m-796-4-19.pdf M-796 300 121 PVC 1993 100 73 27 $ 18,150 $ 1,115 $ 17,035 $ 42,350 7 7 Good Unlikely Moderate M 2 2083 10 4975 Water - Pressurized Main 150 mm PVC Distribution Main - River Street SCAN-C49-04.pdf S0910 150 157.2 PVC 1969 100 49 51 $ 7,074 $ 599 $ 6,475 $ 43,230 5 5 Average Possible Moderate M 2 2059 10 4976 Water - Pressurized Main 150 mm PVC Distribution Main - Main Street C49 S-41-5.pdf S-41-71 150 103.7 PVC 1969 100 49 51 $ 4,667 $ 395 $ 4,271 $ 28,518 5 5 Average Possible Moderate M 2 2059 10 4977 Water - Pressurized Main 150 mm PVC Distribution Main - Cooper Street scan-m-796-4-14.pdf M-796 150 166 PVC 1993 100 73 27 $ 20,750 $ 1,275 $ 19,475 $ 45,650 7 7 Good Unlikely Moderate M 2 2083 10 4978 Water - Pressurized Main 150 mm PVC Distribution Main - Park View Street SCAN-C49-03.pdf S0910 150 95.2 PVC 1969 100 49 51 $ 4,284 $ 363 $ 3,921 $ 26,180 5 5 Average Possible Moderate M 2 2059 10 4979 Water - Pressurized Main 150 mm PVC Distribution Main - Cooper Street scan-m-796-4-13.pdf M-796 150 101.4 PVC 1993 100 73 27 $ 12,675 $ 779 $ 11,896 $ 27,885 7 7 Good Unlikely Moderate M 2 2083 10 4980 Water - Pressurized Main 300 mm PVC Distribution Main - Amaranth Street scan-m-796-4-14.pdf M-796 300 178.3 PVC 1993 100 73 27 $ 26,745 $ 1,643 $ 25,102 $ 62,405 7 7 Good Unlikely Moderate M 2 2083 10 4981 Water - Pressurized Main 200 mm PVC Distribution Main - Main Street 111005-Mayberry Hill Subdivis MSO22445 200 50.7 PVC 2013 100 93 7 $ 14,500 $ 737 $ 13,763 $ 15,717 9 9 Very Good Rare Moderate L 1 2103 10 4982 Water - Pressurized Main 100 mm PVC Distribution Main - Main Street scan-m-796-5-27.pdf M-796 100 17 PVC 1993 100 73 27 $ 2,040 $ 125 $ 1,915 $ 4,420 7 7 Good Unlikely Moderate M 2 2083 10 4983 Water - Pressurized Main 300 mm PVC Distribution Main - Taylor Drive scan-m-412-1.pdf 13041200 300 97.2 PVC 1992 100 72 28 $ 14,580 $ 200 $ 14,380 $ 34,020 7 7 Good Unlikely Moderate M 2 2082 10 4984 Water - Pressurized Main 300 mm PVC Distribution Main - Taylor Drive 150731_Complete As-Built DraM-796 300 426.7 PVC 1993 100 73 27 $ 64,005 $ 865 $ 63,140 $ 149,345 7 7 Good Unlikely Moderate M 2 2083 10 4985 Water - Pressurized Main 300 mm PVC Distribution Main - Taylor Drive 111005-Mayberry Hill Subdivis MSO22445 300 8.7 PVC 2013 100 93 7 $ 2,662 $ 28 $ 2,634 $ 3,045 9 9 Very Good Rare Moderate L 1 2103 10 4986 Water - Pressurized Main 300 mm PVC Distribution Main - Taylor Drive scan-m-796-3-1.pdf M-796 300 53.5 PVC 1993 100 73 27 $ 8,025 $ 108 $ 7,917 $ 18,725 7 7 Good Unlikely Moderate M 2 2083 10 4987 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 111005-Mayberry Hill Subdivis MSO22445 250 57.4 PVC 2013 100 93 7 $ 16,990 $ 181 $ 16,810 $ 18,368 9 9 Very Good Rare Moderate L 1 2103 10 4988 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 111005-Mayberry Hill Subdivis MSO22445 250 100.7 PVC 2013 100 93 7 $ 29,807 $ 317 $ 29,490 $ 32,224 9 9 Very Good Rare Moderate L 1 2103 10 4989 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 111005-Mayberry Hill Subdivis MSO22445 250 87.3 PVC 2013 100 93 7 $ 25,841 $ 275 $ 25,566 $ 27,936 9 9 Very Good Rare Moderate L 1 2103 10 4990 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 111005-Mayberry Hill Subdivis MSO22445 250 6.2 PVC 2013 100 93 7 $ 1,835 $ 20 $ 1,816 $ 1,984 9 9 Very Good Rare Moderate L 1 2103 10 4991 Water - Pressurized Main 200 mm PVC Distribution Main - Thomasfield scan-m-796-4-18.pdf M-796 200 68.4 PVC 1993 100 73 27 $ 9,576 $ 129 $ 9,447 $ 21,888 7 7 Good Unlikely Moderate M 2 2083 10 4992 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 111005-Mayberry Hill Subdivis MSO22445 250 94.9 PVC 2013 100 93 7 $ 28,090 $ 299 $ 27,792 $ 30,368 9 9 Very Good Rare Moderate L 1 2103 10 4993 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 111005-Mayberry Hill Subdivis MSO22445 250 103 PVC 2013 100 93 7 $ 30,488 $ 324 $ 30,164 $ 32,960 9 9 Very Good Rare Moderate L 1 2103 10 4994 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 111005-Mayberry Hill Subdivis MSO22445 250 75.2 PVC 2013 100 93 7 $ 22,259 $ 237 $ 22,022 $ 24,064 9 9 Very Good Rare Moderate L 1 2103 10 4995 Water - Pressurized Main 201 mm PVC Distribution Main - Thomasfield scan-m-796-4-17.pdf M-796 200 225.2 PVC 1993 100 73 27 $ 31,528 $ 426 $ 31,102 $ 69,812 7 7 Good Unlikely Moderate M 2 2083 10 Grand Valley Water - Pressurized Main Inventory Fixed Asset # Subtype Asset Name Note Project Number Diameter (mm) Length (m) Material Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization 2020 Net Book Value Replacement Cost Including Labour Condition Based On Useful Life Condition from Town Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit 14,713.2 78 22 $2,311,212 $91,875 $2,219,337 $4,455,341 8.0 2.0 4996 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 111005-Mayberry Hill Subdivis MSO22445 250 3 PVC 2013 100 93 7 $ 888 $ 9 $ 879 $ 960 9 9 Very Good Rare Moderate L 1 2103 10 4997 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 111005-Mayberry Hill Subdivis MSO22445 250 100.9 PVC 2013 100 93 7 $ 29,866 $ 318 $ 29,549 $ 32,288 9 9 Very Good Rare Moderate L 1 2103 10 4998 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 111005-Mayberry Hill Subdivis MSO22445 250 99.9 PVC 2013 100 93 7 $ 29,570 $ 315 $ 29,256 $ 31,968 9 9 Very Good Rare Moderate L 1 2103 10 4999 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 111005-Mayberry Hill Subdivis MSO22445 250 24.2 PVC 2013 100 93 7 $ 7,163 $ 76 $ 7,087 $ 7,744 9 9 Very Good Rare Moderate L 1 2103 10 5000 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 111005-Mayberry Hill Subdivis MSO22445 250 21.9 PVC 2013 100 93 7 $ 6,482 $ 69 $ 6,413 $ 7,008 9 9 Very Good Rare Moderate L 1 2103 10 5001 Water - Pressurized Main 200 mm PVC Distribution Main - Melody Lane 111005-Mayberry Hill Subdivis MSO22445 200 59.3 PVC 2013 100 93 7 $ 16,960 $ 180 $ 16,779 $ 18,383 9 9 Very Good Rare Moderate L 1 2103 10 5002 Water - Pressurized Main 200 mm PVC Distribution Main - Melody Lane 111005-Mayberry Hill Subdivis MSO22445 200 44.9 PVC 2013 100 93 7 $ 12,841 $ 137 $ 12,705 $ 13,919 9 9 Very Good Rare Moderate L 1 2103 10 5003 Water - Pressurized Main 300 mm PVC Distribution Main - Mill Street 111005-Mayberry Hill Subdivis MSO22445 300 35.6 PVC 2013 100 93 7 $ 10,894 $ 116 $ 10,778 $ 12,460 9 9 Very Good Rare Moderate L 1 2103 10 5004 Water - Pressurized Main 300 mm PVC Distribution Main - Mill Street 111005-Mayberry Hill Subdivis MSO22445 300 95.2 PVC 2013 100 93 7 $ 29,131 $ 310 $ 28,821 $ 33,320 9 9 Very Good Rare Moderate L 1 2103 10 5005 Water - Pressurized Main 200 mm PVC Distribution Main - Mill Street 111005-Mayberry Hill Subdivis MSO22445 200 113.5 PVC 2013 100 93 7 $ 32,461 $ 345 $ 32,116 $ 35,185 9 9 Very Good Rare Moderate L 1 2103 10 5006 Water - Pressurized Main 200 mm PVC Distribution Main - Amaranth Street scan-m-796-5-25.pdf M-796 200 48.8 PVC 1993 100 73 27 $ 6,832 $ 92 $ 6,740 $ 15,128 7 7 Good Unlikely Moderate M 2 2083 10 5007 Water - Pressurized Main 150 mm PVC Distribution Main - Monty Avenue SCAN-C49-05.pdf S0910 150 88.2 PVC 1969 100 49 51 $ 3,969 $ 336 $ 3,633 $ 24,255 5 5 Average Possible Moderate M 2 2059 10 5008 Water - Pressurized Main 150 mm PVC Distribution Main - Monty Avenue SCAN-C49-03.pdf S0910 150 90.3 PVC 1969 100 49 51 $ 4,064 $ 81 $ 3,982 $ 24,833 5 5 Average Possible Moderate M 2 2059 10 5009 Water - Pressurized Main 200 mm PVC Distribution Main - Melody Lane 111005-Mayberry Hill Subdivis MSO22445 200 52.9 PVC 2013 100 93 7 $ 15,129 $ 769 $ 14,360 $ 16,399 9 9 Very Good Rare Moderate L 1 2103 10 5010 Water - Pressurized Main 300 mm PVC Distribution Main - Leeson Street scan-m-796-4-27.pdf M-796 300 120.1 PVC 1993 100 73 27 $ 18,015 $ 1,107 $ 16,908 $ 42,035 7 7 Good Unlikely Moderate M 2 2083 10 5011 Water - Pressurized Main 300 mm PVC Distribution Main - Water Street scan-m-412-1.pdf 13041200 300 485.9 PVC 1992 100 72 28 $ 72,885 $ 4,527 $ 68,358 $ 170,065 7 7 Good Unlikely Moderate M 2 2082 10 5012 Water - Pressurized Main 150 mm PVC Distribution Main - Industrial Road scan-m-796-4-13.pdf M-796 150 103.4 PVC 1993 100 73 27 $ 12,925 $ 794 $ 12,131 $ 28,435 7 7 Good Unlikely Moderate M 2 2083 10 5013 Water - Pressurized Main 200 mm PVC Distribution Main - Industrial Road 111005-Mayberry Hill Subdivis MSO22445 200 41.9 PVC 2013 100 93 7 $ 11,983 $ 609 $ 11,374 $ 12,989 9 9 Very Good Rare Moderate L 1 2103 10 5014 Water - Pressurized Main 300 mm PVC Distribution Main - Leeson Street scan-m-796-4-27.pdf M-796 300 197 PVC 1993 100 73 27 $ 29,550 $ 1,815 $ 27,735 $ 68,950 7 7 Good Unlikely Moderate M 2 2083 10 5015 Water - Pressurized Main 150 mm PVC Distribution Main - Crozier Street scan-m-796-4-8.pdf M-796 150 212.3 PVC 1993 100 73 27 $ 26,538 $ 1,630 $ 24,907 $ 58,383 7 7 Good Unlikely Moderate M 2 2083 10 5016 Water - Pressurized Main 150 mm PVC Distribution Main - Crozier Street scan-m-796-4-7.pdf M-796 150 183.1 PVC 1993 100 73 27 $ 22,888 $ 1,406 $ 21,482 $ 50,353 7 7 Good Unlikely Moderate M 2 2083 10 5017 Water - Pressurized Main 150 mm PVC Distribution Main - Baker Court scan-m-796-4-17.pdf M-796 150 99.2 PVC 1993 100 73 27 $ 12,400 $ 762 $ 11,638 $ 27,280 7 7 Good Unlikely Moderate M 2 2083 10 5018 Water - Pressurized Main 150 mm PVC Distribution Main - Crozier Street scan-m-796-4-10.pdf M-796 150 157.1 PVC 1993 100 73 27 $ 19,638 $ 1,206 $ 18,431 $ 43,203 7 7 Good Unlikely Moderate M 2 2083 10 5019 Water - Pressurized Main 300 mm PVC Distribution Main - Driveway to Water Tower scan-m-796-5-28.pdf M-796 300 177.8 PVC 1993 100 73 27 $ 26,670 $ 1,638 $ 25,032 $ 62,230 7 7 Good Unlikely Moderate M 2 2083 10 5020 Water - Pressurized Main 150 mm PVC Distribution Main - Fife Road scan-m-796-5-25.pdf M-796 150 320.8 PVC 1993 100 73 27 $ 40,100 $ 2,463 $ 37,637 $ 88,220 7 7 Good Unlikely Moderate M 2 2083 10 5021 Water - Pressurized Main 150 mm PVC Distribution Main - Mary Court C49 S-41-4.pdf S-41-71 150 92 PVC 1969 100 49 51 $ 4,140 $ 351 $ 3,789 $ 25,300 5 5 Average Possible Moderate M 2 2059 10 5022 Water - Pressurized Main 150 mm PVC Distribution Main - Fife Road scan-m-796-5-24.pdf M-796 150 309.7 PVC 1993 100 73 27 $ 38,713 $ 2,378 $ 36,334 $ 85,168 7 7 Good Unlikely Moderate M 2 2083 10 5023 Water - Pressurized Main 150 mm PVC Distribution Main - Fife Road scan-m-796-5-23.pdf M-796 150 64 PVC 1993 100 73 27 $ 8,000 $ 491 $ 7,509 $ 17,600 7 7 Good Unlikely Moderate M 2 2083 10 5024 Water - Pressurized Main 150 mm PVC Distribution Main - Fife Road scan-m-796-5-33.pdf M-796 150 157.5 PVC 1993 100 73 27 $ 19,688 $ 1,209 $ 18,478 $ 43,313 7 7 Good Unlikely Moderate M 2 2083 10 5025 Water - Pressurized Main 150 mm PVC Distribution Main - Crozier Street scan-m-796-5-19.pdf M-796 150 12.1 PVC 1993 100 73 27 $ 1,513 $ 93 $ 1,420 $ 3,328 7 7 Good Unlikely Moderate M 2 2083 10 5026 Water - Pressurized Main 150 mm PVC Distribution Main - Joyce Court scan-m-796-4-17.pdf M-796 150 100.8 PVC 1993 100 73 27 $ 12,600 $ 774 $ 11,826 $ 27,720 7 7 Good Unlikely Moderate M 2 2083 10 5027 Water - Pressurized Main 300 mm PVC Distribution Main - Leeson Street scan-m-796-4-7.pdf M-796 300 186.8 PVC 1993 100 73 27 $ 28,020 $ 1,721 $ 26,299 $ 65,380 7 7 Good Unlikely Moderate M 2 2083 10 5028 Water - Pressurized Main 150 mm PVC Distribution Main - Fife Road scan-m-796-5-34.pdf M-796 150 287.5 PVC 1993 100 73 27 $ 35,938 $ 2,208 $ 33,730 $ 79,063 7 7 Good Unlikely Moderate M 2 2083 10 5029 Water - Pressurized Main 150 mm PVC Distribution Main - Emma Street scan-m-796-5-30.pdf M-796 150 118.4 PVC 1993 100 73 27 $ 14,800 $ 909 $ 13,891 $ 32,560 7 7 Good Unlikely Moderate M 2 2083 10 5030 Water - Pressurized Main 300 mm PVC Distribution Main - Main Street scan-m-796-4-6.pdf M-796 300 200.8 PVC 1993 100 73 27 $ 30,120 $ 1,850 $ 28,270 $ 70,280 7 7 Good Unlikely Moderate M 2 2083 10 5031 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 111005-Mayberry Hill Subdivis MSO22445 250 68.6 PVC 2013 100 93 7 $ 20,306 $ 216 $ 20,090 $ 21,952 9 9 Very Good Rare Moderate L 1 2103 10 5345 Water - Pressurized Main 150mm - DistributionMain - Wastewater Treatment Plant - Industrial Road 150 224 PVC 2013 100 93 7 $ 57,120.00 $ 2,903 $ 54,217 $ 61,600 9 9 Very Good Rare Moderate L 1 2103 10 5346 Water - Pressurized Main 150mm - DistributionMain - Wastewater Treatment Plant - Industrial Road 150 28.9 PVC 2013 100 93 7 $ 7,369.50 $ 375 $ 6,995 $ 7,948 9 9 Very Good Rare Moderate L 1 2103 10 7001 Water - Pressurized Main 300 mm PVC Distribution Main - Concession Rd 2-3 300 350.6 PVC 2015 100 94 6 $ 71,768.87 $ - $ 71,769 $ 122,710.00 9 9 Very Good Rare Moderate L 1 2105 10 7002 Water - Pressurized Main 150 mm PVC Distribution Main - Beam St 150 243.3 PVC 2015 100 94 6 $ 28,121.03 $ - $ 28,121 $ 66,907.50 9 9 Very Good Rare Moderate L 1 2105 10 7003 Water - Pressurized Main 150 mm PVC Distribution Main- MacIntyre Lane 150 238.6 PVC 2015 100 94 6 $ 2,739.90 $ - $ 2,740 $ 65,615.00 9 9 Very Good Rare Moderate L 1 2105 10 7004 Water - Pressurized Main 250 mm PVC Distribution Main- Mayberry Drive 250 183.7 PVC 2015 100 94 6 $ 30,701.43 $ 326.61 $ 30,374.82 $ 58,784.00 9 9 Very Good Rare Moderate L 1 2105 10 7005 Water - Pressurized Main 250 mm PVC Distribution Main- Mayberry Drive 250 110.8 PVC 2015 100 94 6 $ 21,954.86 $ 233.56 $ 21,721.30 $ 35,456.00 9 9 Very Good Rare Moderate L 1 2105 10 7006 Water - Pressurized Main 150 mm PVC Distribution Main - Hillborn St 150 20.5 PVC 2015 100 94 6 $ 10,295.35 $ 109.53 $ 10,185.82 $ 5,637.50 9 9 Very Good Rare Moderate L 1 2105 10 7007 Water - Pressurized Main 150 mm PVC Distribution Main - Hillborn St 150 294.6 PVC 2015 100 94 6 $ 32,222.88 $ 342.80 $ 31,880.08 $ 81,015.00 9 9 Very Good Rare Moderate L 1 2105 10 7008 Water - Pressurized Main 200 mm PVC Distribution Main - Ritchie Drive 200 327.3 PVC 2015 100 94 6 $ 41,389.13 $ 440.31 $ 40,948.82 $ 101,463.00 9 9 Very Good Rare Moderate L 1 2105 10 7009 Water - Pressurized Main 200 mm PVC Distribution Main - Jenkins St 200 32.6 PVC 2015 100 94 6 $ 11,919.89 $ - $ 11,919.89 $ 10,106.00 9 9 Very Good Rare Moderate L 1 2105 10 7010 Water - Pressurized Main 150 mm PVC Distribution Main - Stuckey Lane 150 356.7 PVC 2015 100 94 6 $ 37,192.17 $ 395.66 $ 36,796.51 $ 98,092.50 9 9 Very Good Rare Moderate L 1 2105 10 7011 Water - Pressurized Main 200 mm PVC Distribution Main - Ritchie Drive 200 15.2 PVC 2015 100 94 6 $ 10,180.16 $ 108.30 $ 10,071.86 $ 4,712.00 9 9 Very Good Rare Moderate L 1 2105 10 7020 Water - Pressurized Main 150 mm PVC Distribution Main - Sparrow Cres 150 168.7 PVC 2015 100 94 6 $ 87,051.25 $ 926.08 $ 86,125.17 $ 46,392.50 9 9 Very Good Rare Moderate L 1 2105 10 7021 Water - Pressurized Main 150 mm PVC Distribution Main - Unkown St (PVT) 150 103 PVC 2015 100 94 6 $ 16,896.85 $ 179.75 $ 16,717.10 $ 28,325.00 9 9 Very Good Rare Moderate L 1 2105 10 7022 Water - Pressurized Main 150 mm PVC Distribution Main - Reith St (PVT) 150 71.5 PVC 2015 100 94 6 $ 14,379.39 $ 152.97 $ 14,226.42 $ 19,662.50 9 9 Very Good Rare Moderate L 1 2105 10 7023 Water - Pressurized Main 150 mm PVC Distribution Main - Lawson St (PVT) 150 137.1 PVC 2015 100 94 6 $ 19,623.45 $ 208.76 $ 19,414.69 $ 37,702.50 9 9 Very Good Rare Moderate L 1 2105 10 7024 Water - Pressurized Main 150 mm PVC Distribution Main - Reith St (PVT) 150 10 PVC 2015 100 94 6 $ 9,454.83 $ 100.58 $ 9,354.25 $ 2,750.00 9 9 Very Good Rare Moderate L 1 2105 26 Grand Valley Water - Pressurized Main Inventory Fixed Asset # Subtype Asset Name Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitation Cost (2015 $) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Condition better then expected for age Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life $0 4924 Water - Pressurized Main 300 mm PVC Distribution Main - River Street 2113 2113 2213 92 0 2113 2113 2213 92 4925 Water - Pressurized Main 200 mm PVC Distribution Main - William Street 2113 2113 2213 92 0 2113 2113 2213 92 4926 Water - Pressurized Main 200 mm PVC Distribution Main - Cooper Street 2093 2093 2193 72 0 2093 2093 2193 72 4927 Water - Pressurized Main 200 mm PVC Distribution Main - George Street 2093 2093 2193 72 0 2093 2093 2193 72 4928 Water - Pressurized Main 150 mm PVC Distribution Main - George Street 2093 2093 2193 72 0 2093 2093 2193 72 4929 Water - Pressurized Main 150 mm PVC Distribution Main - Main Street 2093 2093 2193 72 0 2093 2093 2193 72 4930 Water - Pressurized Main 150 mm PVC Distribution Main - Main Street 2069 2069 2169 48 0 2069 2069 2169 48 4931 Water - Pressurized Main 300 mm PVC Distribution Main - Main Street 2093 2093 2193 72 0 2093 2093 2193 72 4932 Water - Pressurized Main 300 mm PVC Distribution Main - Main Street 2093 2093 2193 72 0 2093 2093 2193 72 4933 Water - Pressurized Main 300 mm PVC Distribution Main - Main Street 2093 2093 2193 72 0 2093 2093 2193 72 4934 Water - Pressurized Main 300 mm PVC Distribution Main - Main Street 2093 2093 2193 72 0 2093 2093 2193 72 4935 Water - Pressurized Main 200 mm PVC Distribution Main - Amaranth Street 2093 2093 2193 72 0 2093 2093 2193 72 4936 Water - Pressurized Main 150 mm PVC Distribution Main - Emma Street 2093 2093 2193 72 0 2093 2093 2193 72 4937 Water - Pressurized Main 200 mm PVC Distribution Main - Amaranth Street 2093 2093 2193 72 0 2093 2093 2193 72 4938 Water - Pressurized Main 200 mm PVC Distribution Main - Concession Road 2-3 2093 2093 2193 72 0 2093 2093 2193 72 4939 Water - Pressurized Main 150 mm PVC Distribution Main - Leeson Street 2093 2093 2193 72 0 2093 2093 2193 72 4940 Water - Pressurized Main 150 mm PVC Distribution Main - Emma Street 2093 2093 2193 72 0 2093 2093 2193 72 4941 Water - Pressurized Main 150 mm PVC Distribution Main - Leeson Street 2092 2092 2192 71 0 2092 2092 2192 71 4942 Water - Pressurized Main 150 mm PVC Distribution Main - Leeson Street 2113 2113 2213 92 0 2113 2113 2213 92 4943 Water - Pressurized Main 300 mm PVC Distribution Main - Leeson Street 2093 2093 2193 72 0 2093 2093 2193 72 4944 Water - Pressurized Main 150 mm PVC Distribution Main - Emma Street 2069 2069 2169 48 0 2069 2069 2169 48 4945 Water - Pressurized Main 150 mm PVC Distribution Main - Emma Street 2093 2093 2193 72 0 2093 2093 2193 72 4946 Water - Pressurized Main 150 mm PVC Distribution Main - Emma Street 2093 2093 2193 72 0 2093 2093 2193 72 4947 Water - Pressurized Main 150 mm PVC Distribution Main - Emma Street 2093 2093 2193 72 0 2093 2093 2193 72 4948 Water - Pressurized Main 150 mm PVC Distribution Main - Spruyt Avenue 2069 2069 2169 48 0 2069 2069 2169 48 4949 Water - Pressurized Main 150 mm PVC Distribution Main - Webb Street 2093 2093 2193 72 0 2093 2093 2193 72 4950 Water - Pressurized Main 150 mm PVC Distribution Main - Crozier Street 2093 2093 2193 72 0 2093 2093 2193 72 4951 Water - Pressurized Main 150 mm PVC Distribution Main - Crozier Street 2093 2093 2193 72 0 2093 2093 2193 72 4952 Water - Pressurized Main 150 mm PVC Distribution Main - Crozier Street 2093 2093 2193 72 0 2093 2093 2193 72 4953 Water - Pressurized Main 200 mm PVC Distribution Main - Amaranth Street 2093 2093 2193 72 0 2093 2093 2193 72 4954 Water - Pressurized Main 200 mm PVC Distribution Main - Amaranth Street 2093 2093 2193 72 0 2093 2093 2193 72 4955 Water - Pressurized Main 150 mm PVC Distribution Main - Scott Street 2069 2069 2169 48 0 2069 2069 2169 48 4956 Water - Pressurized Main 200 mm PVC Distribution Main - Scott Street 2092 2092 2192 71 0 2092 2092 2192 71 4957 Water - Pressurized Main 200 mm PVC Distribution Main - Bielby Street 2093 2093 2193 72 0 2093 2093 2193 72 4958 Water - Pressurized Main 150 mm PVC Distribution Main - Gier Street 2093 2093 2193 72 0 2093 2093 2193 72 4959 Water - Pressurized Main 200 mm PVC Distribution Main - Bielby Street 2093 2093 2193 72 0 2093 2093 2193 72 4960 Water - Pressurized Main 200 mm PVC Distribution Main - Concession Road 2-3 2093 2093 2193 72 0 2093 2093 2193 72 4961 Water - Pressurized Main 200 mm PVC Distribution Main - Amaranth Street 2093 2093 2193 72 0 2093 2093 2193 72 4962 Water - Pressurized Main 200 mm PVC Distribution Main - Amaranth Street 2093 2093 2193 72 0 2093 2093 2193 72 4963 Water - Pressurized Main 300 mm PVC Distribution Main - West Bank Alley 2093 2093 2193 72 0 2093 2093 2193 72 4964 Water - Pressurized Main 300 mm PVC Distribution Main - Mill Street 2093 2093 2193 72 0 2093 2093 2193 72 4965 Water - Pressurized Main 300 mm PVC Distribution Main - Mill Street 2113 2113 2213 92 0 2113 2113 2213 92 4966 Water - Pressurized Main 300 mm PVC Distribution Main - Mill Street 2113 2113 2213 92 0 2113 2113 2213 92 4967 Water - Pressurized Main 50 mm PVC Distribution Main - Main Street 2093 2093 2193 72 0 2093 2093 2193 72 4968 Water - Pressurized Main 150 mm PVC Distribution Main - Mill Street 2069 2069 2169 48 0 2069 2069 2169 48 4969 Water - Pressurized Main 100 mm PVC Distribution Main - East Back Lane 2093 2093 2193 72 0 2093 2093 2193 72 4970 Water - Pressurized Main 150 mm PVC Distribution Main - King Street 2093 2093 2193 72 0 2093 2093 2193 72 4971 Water - Pressurized Main 150 mm PVC Distribution Main - Ponsford Street 2069 2069 2169 48 0 2069 2069 2169 48 4972 Water - Pressurized Main 150 mm PVC Distribution Main - Mill Street 2069 2069 2169 48 0 2069 2069 2169 48 4973 Water - Pressurized Main 300 mm PVC Distribution Main - Mill Street 2113 2113 2213 92 0 2113 2113 2213 92 4974 Water - Pressurized Main 300 mm PVC Distribution Main - Main Street 2093 2093 2193 72 0 2093 2093 2193 72 4975 Water - Pressurized Main 150 mm PVC Distribution Main - River Street 2069 2069 2169 48 0 2069 2069 2169 48 4976 Water - Pressurized Main 150 mm PVC Distribution Main - Main Street 2069 2069 2169 48 0 2069 2069 2169 48 4977 Water - Pressurized Main 150 mm PVC Distribution Main - Cooper Street 2093 2093 2193 72 0 2093 2093 2193 72 4978 Water - Pressurized Main 150 mm PVC Distribution Main - Park View Street 2069 2069 2169 48 0 2069 2069 2169 48 4979 Water - Pressurized Main 150 mm PVC Distribution Main - Cooper Street 2093 2093 2193 72 0 2093 2093 2193 72 4980 Water - Pressurized Main 300 mm PVC Distribution Main - Amaranth Street 2093 2093 2193 72 0 2093 2093 2193 72 4981 Water - Pressurized Main 200 mm PVC Distribution Main - Main Street 2113 2113 2213 92 0 2113 2113 2213 92 4982 Water - Pressurized Main 100 mm PVC Distribution Main - Main Street 2093 2093 2193 72 0 2093 2093 2193 72 4983 Water - Pressurized Main 300 mm PVC Distribution Main - Taylor Drive 2092 2092 2192 71 0 2092 2092 2192 71 4984 Water - Pressurized Main 300 mm PVC Distribution Main - Taylor Drive 2093 2093 2193 72 0 2093 2093 2193 72 4985 Water - Pressurized Main 300 mm PVC Distribution Main - Taylor Drive 2113 2113 2213 92 0 2113 2113 2213 92 4986 Water - Pressurized Main 300 mm PVC Distribution Main - Taylor Drive 2093 2093 2193 72 0 2093 2093 2193 72 4987 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 2113 2113 2213 92 0 2113 2113 2213 92 4988 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 2113 2113 2213 92 0 2113 2113 2213 92 4989 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 2113 2113 2213 92 0 2113 2113 2213 92 4990 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 2113 2113 2213 92 0 2113 2113 2213 92 4991 Water - Pressurized Main 200 mm PVC Distribution Main - Thomasfield 2093 2093 2193 72 0 2093 2093 2193 72 4992 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 2113 2113 2213 92 0 2113 2113 2213 92 4993 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 2113 2113 2213 92 0 2113 2113 2213 92 4994 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 2113 2113 2213 92 0 2113 2113 2213 92 4995 Water - Pressurized Main 201 mm PVC Distribution Main - Thomasfield 2093 2093 2193 72 0 2093 2093 2193 72 Current Leveles of Service Expected Levels of Service + Town Input Replacement/Improvement Year Based on Current Levels Service Replacement/Improvement Year Based on Expected Levels Grand Valley Water - Pressurized Main Inventory Fixed Asset # Subtype Asset Name Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitation Cost (2015 $) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Condition better then expected for age Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life $0 4996 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 2113 2113 2213 92 0 2113 2113 2213 92 4997 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 2113 2113 2213 92 0 2113 2113 2213 92 4998 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 2113 2113 2213 92 0 2113 2113 2213 92 4999 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 2113 2113 2213 92 0 2113 2113 2213 92 5000 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 2113 2113 2213 92 0 2113 2113 2213 92 5001 Water - Pressurized Main 200 mm PVC Distribution Main - Melody Lane 2113 2113 2213 92 0 2113 2113 2213 92 5002 Water - Pressurized Main 200 mm PVC Distribution Main - Melody Lane 2113 2113 2213 92 0 2113 2113 2213 92 5003 Water - Pressurized Main 300 mm PVC Distribution Main - Mill Street 2113 2113 2213 92 0 2113 2113 2213 92 5004 Water - Pressurized Main 300 mm PVC Distribution Main - Mill Street 2113 2113 2213 92 0 2113 2113 2213 92 5005 Water - Pressurized Main 200 mm PVC Distribution Main - Mill Street 2113 2113 2213 92 0 2113 2113 2213 92 5006 Water - Pressurized Main 200 mm PVC Distribution Main - Amaranth Street 2093 2093 2193 72 0 2093 2093 2193 72 5007 Water - Pressurized Main 150 mm PVC Distribution Main - Monty Avenue 2069 2069 2169 48 0 2069 2069 2169 48 5008 Water - Pressurized Main 150 mm PVC Distribution Main - Monty Avenue 2069 2069 2169 48 0 2069 2069 2169 48 5009 Water - Pressurized Main 200 mm PVC Distribution Main - Melody Lane 2113 2113 2213 92 0 2113 2113 2213 92 5010 Water - Pressurized Main 300 mm PVC Distribution Main - Leeson Street 2093 2093 2193 72 0 2093 2093 2193 72 5011 Water - Pressurized Main 300 mm PVC Distribution Main - Water Street 2092 2092 2192 71 0 2092 2092 2192 71 5012 Water - Pressurized Main 150 mm PVC Distribution Main - Industrial Road 2093 2093 2193 72 0 2093 2093 2193 72 5013 Water - Pressurized Main 200 mm PVC Distribution Main - Industrial Road 2113 2113 2213 92 0 2113 2113 2213 92 5014 Water - Pressurized Main 300 mm PVC Distribution Main - Leeson Street 2093 2093 2193 72 0 2093 2093 2193 72 5015 Water - Pressurized Main 150 mm PVC Distribution Main - Crozier Street 2093 2093 2193 72 0 2093 2093 2193 72 5016 Water - Pressurized Main 150 mm PVC Distribution Main - Crozier Street 2093 2093 2193 72 0 2093 2093 2193 72 5017 Water - Pressurized Main 150 mm PVC Distribution Main - Baker Court 2093 2093 2193 72 0 2093 2093 2193 72 5018 Water - Pressurized Main 150 mm PVC Distribution Main - Crozier Street 2093 2093 2193 72 0 2093 2093 2193 72 5019 Water - Pressurized Main 300 mm PVC Distribution Main - Driveway to Water Tower 2093 2093 2193 72 0 2093 2093 2193 72 5020 Water - Pressurized Main 150 mm PVC Distribution Main - Fife Road 2093 2093 2193 72 0 2093 2093 2193 72 5021 Water - Pressurized Main 150 mm PVC Distribution Main - Mary Court 2069 2069 2169 48 0 2069 2069 2169 48 5022 Water - Pressurized Main 150 mm PVC Distribution Main - Fife Road 2093 2093 2193 72 0 2093 2093 2193 72 5023 Water - Pressurized Main 150 mm PVC Distribution Main - Fife Road 2093 2093 2193 72 0 2093 2093 2193 72 5024 Water - Pressurized Main 150 mm PVC Distribution Main - Fife Road 2093 2093 2193 72 0 2093 2093 2193 72 5025 Water - Pressurized Main 150 mm PVC Distribution Main - Crozier Street 2093 2093 2193 72 0 2093 2093 2193 72 5026 Water - Pressurized Main 150 mm PVC Distribution Main - Joyce Court 2093 2093 2193 72 0 2093 2093 2193 72 5027 Water - Pressurized Main 300 mm PVC Distribution Main - Leeson Street 2093 2093 2193 72 0 2093 2093 2193 72 5028 Water - Pressurized Main 150 mm PVC Distribution Main - Fife Road 2093 2093 2193 72 0 2093 2093 2193 72 5029 Water - Pressurized Main 150 mm PVC Distribution Main - Emma Street 2093 2093 2193 72 0 2093 2093 2193 72 5030 Water - Pressurized Main 300 mm PVC Distribution Main - Main Street 2093 2093 2193 72 0 2093 2093 2193 72 5031 Water - Pressurized Main 250 mm PVC Distribution Main - Taylor Drive 2113 2113 2213 92 0 2113 2113 2213 92 5345 Water - Pressurized Main 150mm - DistributionMain - Wastewater Treatment Plant - Industrial Road 2113 2113 2213 92 0 2113 2113 2213 92 5346 Water - Pressurized Main 150mm - DistributionMain - Wastewater Treatment Plant - Industrial Road 2113 2113 2213 92 0 2113 2113 2213 92 7001 Water - Pressurized Main 300 mm PVC Distribution Main - Concession Rd 2-3 2115 2115 2215 94 0 2115 2115 2215 94 7002 Water - Pressurized Main 150 mm PVC Distribution Main - Beam St 2115 2115 2215 94 0 2115 2115 2215 94 7003 Water - Pressurized Main 150 mm PVC Distribution Main- MacIntyre Lane 2115 2115 2215 94 0 2115 2115 2215 94 7004 Water - Pressurized Main 250 mm PVC Distribution Main- Mayberry Drive 2115 2115 2215 94 0 2115 2115 2215 94 7005 Water - Pressurized Main 250 mm PVC Distribution Main- Mayberry Drive 2115 2115 2215 94 0 2115 2115 2215 94 7006 Water - Pressurized Main 150 mm PVC Distribution Main - Hillborn St 2115 2115 2215 94 0 2115 2115 2215 94 7007 Water - Pressurized Main 150 mm PVC Distribution Main - Hillborn St 2115 2115 2215 94 0 2115 2115 2215 94 7008 Water - Pressurized Main 200 mm PVC Distribution Main - Ritchie Drive 2115 2115 2215 94 0 2115 2115 2215 94 7009 Water - Pressurized Main 200 mm PVC Distribution Main - Jenkins St 2115 2115 2215 94 0 2115 2115 2215 94 7010 Water - Pressurized Main 150 mm PVC Distribution Main - Stuckey Lane 2115 2115 2215 94 0 2115 2115 2215 94 7011 Water - Pressurized Main 200 mm PVC Distribution Main - Ritchie Drive 2115 2115 2215 94 0 2115 2115 2215 94 7020 Water - Pressurized Main 150 mm PVC Distribution Main - Sparrow Cres 2115 2115 2215 94 0 2115 2115 2215 94 7021 Water - Pressurized Main 150 mm PVC Distribution Main - Unkown St (PVT) 2115 2115 2215 94 0 2115 2115 2215 94 7022 Water - Pressurized Main 150 mm PVC Distribution Main - Reith St (PVT) 2115 2115 2215 94 0 2115 2115 2215 94 7023 Water - Pressurized Main 150 mm PVC Distribution Main - Lawson St (PVT) 2115 2115 2215 94 0 2115 2115 2215 94 7024 Water - Pressurized Main 150 mm PVC Distribution Main - Reith St (PVT) 2131 2131 2247 110 0 2131 2131 2231 110 Current Leveles of Service Expected Levels of Service + Town Input Replacement/Improvement Year Based on Current Levels Service Replacement/Improvement Year Based on Expected Levels Grand Valley Water - System Valve Inventory FIXED ASSET ID Asset Type Asset Name Asset Sub-Type Road Name Project or Source data Size Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Including Labour Condition Based On Age Condition (from Staff Assessment) Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure Risk of Failure Numerical Value of Risk of Failure 45 20 $ 236,835 $ 58,184 $ 178,651 $ 1,121,000 7.5 1.8 5032 Water - System Valve Valve & Chamber - Emma St Old Wastewater PlantWater Meter Chamber ManhEmma Street 150731_Complete As-Built D 50mm 2013 100 93 7 $ 17,664.00 $ 1,236.48 $ 16,428 $18,000 9 9 Very Good Rare Moderate L 1 5033 Water - System Valve 150 mm Valve&Box - Main Street Valve&Box Main Street scan-m-796-4-14.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5034 Water - System Valve 300 mm Valve&Chamber - River Street Valve&Chamber River Street scan-m-796-4-14.pdf 300 mm 1993 100 73 27 $3,366 $909 $2,457 $18,000 7 7 7 Good Unlikely Major M 2 5035 Water - System Valve 200 mm Valve&Chamber - Cooper Street Valve&Chamber Cooper Street scan-m-796-4-17.pdf 200 mm 1993 100 73 27 $2,885 $779 $2,106 $15,000 7 7 7 Good Unlikely Major M 2 5036 Water - System Valve 200 mm Valve&Box - Cooper Street Valve&Box Cooper Street scan-m-796-4-17.pdf 200 mm 1993 50 23 27 $962 $866 $96 $7,000 5 7 7 Good Unlikely Moderate M 2 5037 Water - System Valve 200 mm Valve&Box - Cooper Street Valve&Box Cooper Street scan-m-796-4-17.pdf 200 mm 1993 50 23 27 $962 $866 $96 $7,000 5 7 7 Good Unlikely Moderate M 2 5038 Water - System Valve 150 mm Valve&Box - George Street Valve&Box George Street scan-m-796-4-17.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5039 Water - System Valve 200 mm Valve&Box - George Street Valve&Box George Street scan-m-796-4-17.pdf 200 mm 1993 50 23 27 $962 $866 $96 $7,000 5 7 7 Good Unlikely Moderate M 2 5040 Water - System Valve 150 mm Valve&Box - Cooper Street Valve&Box Cooper Street scan-m-796-4-17.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5041 Water - System Valve 150 mm Valve&Box - Park View Street Valve&Box Park View Street scan-m-796-4-17.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5042 Water - System Valve 150 mm Valve&Box - Park View Street Valve&Box Park View Street scan-m-796-4-17.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5043 Water - System Valve 150 mm Valve&Box - Main Street Valve&Box Main Street scan-m-796-4-13.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5044 Water - System Valve 150 mm Valve&Box - Webb Street Valve&Box Webb Street scan-m-796-5-26.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5045 Water - System Valve 150 mm Valve&Box - Crozier Street Valve&Box Crozier Street scan-m-796-5-30.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5046 Water - System Valve 150 mm Valve&Box - Crozier Street Valve&Box Crozier Street scan-m-796-5-25.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5047 Water - System Valve 150 mm Valve&Box - Scott Street Valve&Box Scott Street scan-m-796-5-25.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5048 Water - System Valve 150 mm Valve&Box - Scott Street Valve&Box Scott Street scan-m-796-5-25.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5049 Water - System Valve 200 mm Valve&Box - Bielby Street Valve&Box Bielby Street scan-m-796-5-31.pdf 200 mm 1993 50 23 27 $962 $866 $96 $7,000 5 7 7 Good Unlikely Moderate M 2 5050 Water - System Valve 150 mm Valve&Box - Gier Street Valve&Box Gier Street scan-m-796-5-24.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5051 Water - System Valve 150 mm Valve&Box - Gier Street Valve&Box Gier Street scan-m-796-5-24.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5052 Water - System Valve 200 mm Valve&Box - Amaranth Street Valve&Box Amaranth Street scan-m-796-5-21.pdf 200 mm 1993 50 23 27 $962 $866 $96 $7,000 5 7 7 Good Unlikely Moderate M 2 5053 Water - System Valve 200 mm Valve&Box - Amaranth Street Valve&Box Amaranth Street scan-m-796-5-21.pdf 200 mm 1993 50 23 27 $962 $866 $96 $7,000 5 7 7 Good Unlikely Moderate M 2 5054 Water - System Valve 150 mm Valve&Box - Crozier Street Valve&Box Crozier Street scan-m-796-5-30.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5055 Water - System Valve 150 mm Valve&Box - Ponsford Street Valve&Box Ponsford Street scan-m-796-5-34.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5056 Water - System Valve 200 mm Valve&Box - Amaranth Street Valve&Box Amaranth Street scan-m-796-5-22.pdf 200 mm 1993 50 23 27 $962 $866 $96 $7,000 5 7 7 Good Unlikely Moderate M 2 5057 Water - System Valve 200 mm Valve&Box - Amaranth Street Valve&Box Amaranth Street scan-m-796-5-22.pdf 200 mm 1993 50 23 27 $962 $866 $96 $7,000 5 7 7 Good Unlikely Moderate M 2 5058 Water - System Valve 200 mm Valve&Box - Bielby Street Valve&Box Bielby Street scan-m-796-5-31.pdf 200 mm 1993 50 23 27 $962 $866 $96 $7,000 5 7 7 Good Unlikely Moderate M 2 5059 Water - System Valve 150 mm Valve&Box - Mill Street Valve&Box Mill Street scan-m-796-5-34.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5060 Water - System Valve 150 mm Valve&Box - King Street Valve&Box King Street scan-m-796-5-33.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5061 Water - System Valve 150 mm Valve&Box - George Street Valve&Box George Street scan-m-796-4-17.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5062 Water - System Valve 150 mm Valve&Chamber - West Bank Alley Valve&Chamber West Bank Alley scan-m-796-4-12.pdf 150 mm 1993 100 73 27 $2,645 $714 $1,931 $15,000 7 7 7 Good Unlikely Major M 2 5063 Water - System Valve 300 mm Valve&Box - Taylor Drive Valve&Box Taylor Drive 111005-Mayberry Hill Subdiv 300 mm 2013 50 43 7 $2,944 $67 $2,877 $9,000 9 7 7 Good Unlikely Moderate M 2 5064 Water - System Valve 300 mm Valve&Box - Taylor Drive Valve&Box Taylor Drive 111005-Mayberry Hill Subdiv 300 mm 2013 50 43 7 $2,944 $67 $2,877 $9,000 9 7 7 Good Unlikely Moderate M 2 5065 Water - System Valve 300 mm Valve&Box - Taylor Drive Valve&Box Taylor Drive 111005-Mayberry Hill Subdiv 300 mm 2013 50 43 7 $2,944 $67 $2,877 $9,000 9 7 7 Good Unlikely Moderate M 2 5066 Water - System Valve 300 mm Valve&Box - Taylor Drive Valve&Box Taylor Drive 111005-Mayberry Hill Subdiv 300 mm 2013 50 43 7 $2,944 $67 $2,877 $9,000 9 7 7 Good Unlikely Moderate M 2 5067 Water - System Valve 300 mm Valve&Box - Taylor Drive Valve&Box Taylor Drive 111005-Mayberry Hill Subdiv 300 mm 2013 50 43 7 $2,944 $67 $2,877 $9,000 9 7 7 Good Unlikely Moderate M 2 5068 Water - System Valve 300 mm Valve&Box - Taylor Drive Valve&Box Taylor Drive 111005-Mayberry Hill Subdiv 300 mm 2013 50 43 7 $2,944 $67 $2,877 $9,000 9 7 7 Good Unlikely Moderate M 2 5069 Water - System Valve 250 mm Valve&Box - Taylor Drive Valve&Box Taylor Drive 111005-Mayberry Hill Subdiv 250 mm 2013 50 43 7 $2,453 $56 $2,397 $8,000 9 7 7 Good Unlikely Moderate M 2 5070 Water - System Valve 200 mm Valve&Box - Taylor Drive Valve&Box Taylor Drive 111005-Mayberry Hill Subdiv 200 mm 2013 50 43 7 $1,963 $45 $1,918 $7,000 9 7 7 Good Unlikely Moderate M 2 5071 Water - System Valve 200 mm Valve&Box - Industrial Road Valve&Box Industrial Road 150731_Complete As-Built D 200 mm 1993 50 23 27 $962 $866 $96 $7,000 5 7 7 Good Unlikely Moderate M 2 5072 Water - System Valve 250 mm Valve&Box - Taylor Drive Valve&Box Taylor Drive 111005-Mayberry Hill Subdiv 250 mm 2013 50 43 7 $2,453 $56 $2,397 $8,000 9 7 7 Good Unlikely Moderate M 2 5073 Water - System Valve 250 mm Valve&Box - Taylor Drive Valve&Box Taylor Drive 111005-Mayberry Hill Subdiv 250 mm 2013 50 43 7 $2,453 $56 $2,397 $8,000 9 7 7 Good Unlikely Moderate M 2 5074 Water - System Valve 200 mm Valve&Box - Street 14 Valve&Box Street 14 111005-Mayberry Hill Subdiv 200 mm 2013 50 43 7 $1,963 $45 $1,918 $7,000 9 7 7 Good Unlikely Moderate M 2 5075 Water - System Valve 250 mm Valve&Box - Taylor Drive Valve&Box Taylor Drive 111005-Mayberry Hill Subdiv 250 mm 2013 50 43 7 $2,453 $56 $2,397 $8,000 9 7 7 Good Unlikely Moderate M 2 5076 Water - System Valve 250 mm Valve&Box - Taylor Drive Valve&Box Taylor Drive 111005-Mayberry Hill Subdiv 250 mm 2013 50 43 7 $2,453 $56 $2,397 $8,000 9 7 7 Good Unlikely Moderate M 2 5077 Water - System Valve 150 mm Valve&Box - Monty Avenue Valve&Box Monty Avenue 111005-Mayberry Hill Subdiv 150 mm 2013 50 43 7 $1,472 $33 $1,439 $6,000 9 7 7 Good Unlikely Moderate M 2 5078 Water - System Valve 250 mm Valve&Box - Taylor Drive Valve&Box Taylor Drive 111005-Mayberry Hill Subdiv 250 mm 2013 50 43 7 $2,453 $56 $2,397 $8,000 9 7 7 Good Unlikely Moderate M 2 5079 Water - System Valve 200 mm Valve&Box - Melody Lane Valve&Box Melody Lane 111005-Mayberry Hill Subdiv 200 mm 2013 50 43 7 $1,963 $45 $1,918 $7,000 9 7 7 Good Unlikely Moderate M 2 5080 Water - System Valve 300 mm Valve&Box - Mill Street Valve&Box Mill Street 111005-Mayberry Hill Subdiv 300 mm 2013 50 43 7 $2,944 $67 $2,877 $9,000 9 7 7 Good Unlikely Moderate M 2 5081 Water - System Valve 300 mm Valve&Box - Mill Street Valve&Box Mill Street 111005-Mayberry Hill Subdiv 300 mm 2013 50 43 7 $2,944 $67 $2,877 $9,000 9 7 7 Good Unlikely Moderate M 2 5082 Water - System Valve 150 mm Valve&Box - Leeson Street Valve&Box Leeson Street scan-m-796-4-8.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5083 Water - System Valve 150 mm Valve&Box - Leeson Street Valve&Box Leeson Street \scan-m-796-4-8.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5084 Water - System Valve 200 mm Valve&Box - Amaranth Street Valve&Box Concession Road 2-3 scan-m-796-4-20.pdf 200 mm 1993 50 23 27 $962 $866 $96 $7,000 5 7 7 Good Unlikely Moderate M 2 5085 Water - System Valve 200 mm Valve&Box - Amaranth Street Valve&Box Amaranth Street scan-m-796-4-20.pdf 200 mm 1993 50 23 27 $962 $866 $96 $7,000 5 7 7 Good Unlikely Moderate M 2 5086 Water - System Valve 150 mm Valve&Box - Leeson Street Valve&Box Leeson Street scan-m-796-4-7.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5087 Water - System Valve 150 mm Valve&Box - Leeson Street Valve&Box Leeson Street scan-m-796-4-7.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5088 Water - System Valve 300 mm Valve&Chamber - Leeson Street Valve&Chamber Leeson Street scan-m-796-4-7.pdf 300 mm 1993 100 73 27 $3,366 $909 $2,457 $18,000 7 7 7 Good Unlikely Major M 2 5089 Water - System Valve 300 mm Valve&Chamber - Leeson Street Valve&Chamber Leeson Street scan-m-796-4-7.pdf 300 mm 1993 100 73 27 $3,366 $909 $2,457 $18,000 7 7 7 Good Unlikely Major M 2 5090 Water - System Valve 150 mm Valve&Box - Emma Street Valve&Box Emma Street scan-m-796-4-11.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5091 Water - System Valve 150 mm Valve&Box - Emma Street Valve&Box Emma Street scan-m-796-4-10.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5092 Water - System Valve 200 mm Valve&Box - Amaranth Street Valve&Box Amaranth Street scan-m-796-4-20.pdf 200 mm 1993 50 23 27 $962 $866 $96 $7,000 5 7 7 Good Unlikely Moderate M 2 5093 Water - System Valve 150 mm Valve&Box - Emma Street Valve&Box Emma Street scan-m-796-4-10.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5094 Water - System Valve 150 mm Valve&Box - Emma Street Valve&Box Emma Street scan-m-796-4-11.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5095 Water - System Valve 150 mm Valve&Box - Emma Street Valve&Box Emma Street scan-m-796-4-11.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5096 Water - System Valve 150 mm Valve&Box - Emma Street Valve&Box Emma Street scan-m-796-4-9.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5097 Water - System Valve 150 mm Valve&Box - Emma Street Valve&Box Emma Street scan-m-796-4-9.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5098 Water - System Valve 300 mm Valve&Chamber - Main Street Valve&Chamber Main Street scan-m-796-5-28.pdf 300 mm 1993 100 73 27 $3,366 $909 $2,457 $18,000 7 7 7 Good Unlikely Major M 2 5099 Water - System Valve 150 mm Valve&Box - Main Street Valve&Box Main Street scan-m-796-5-26.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5100 Water - System Valve 300 mm Valve&Chamber - Main Street Valve&Chamber Main Street scan-m-796-5-27.pdf 300 mm 1993 100 73 27 $3,366 $909 $2,457 $18,000 7 7 7 Good Unlikely Major M 2 5101 Water - System Valve 100 mm Valve&Box - Main Street Valve&Box Main Street scan-m-796-5-27.pdf 100 mm 1993 50 23 27 $577 $519 $58 $5,000 5 7 7 Good Unlikely Moderate M 2 5102 Water - System Valve 300 mm Valve&Chamber - Main Street Valve&Chamber Main Street scan-m-796-5-27.pdf 300 mm 1993 100 73 27 $3,366 $909 $2,457 $18,000 7 7 7 Good Unlikely Major M 2 5103 Water - System Valve 300 mm Valve&Chamber - Amaranth Street Valve&Chamber Amaranth Street scan-m-796-4-20.pdf 300 mm 1993 100 73 27 $3,366 $909 $2,457 $18,000 7 7 7 Good Unlikely Major M 2 Grand Valley Water - System Valve Inventory FIXED ASSET ID Asset Type Asset Name Asset Sub-Type Road Name Project or Source data Size Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Including Labour Condition Based On Age Condition (from Staff Assessment) Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure Risk of Failure Numerical Value of Risk of Failure 45 20 $ 236,835 $ 58,184 $ 178,651 $ 1,121,000 7.5 1.8 5104 Water - System Valve 200 mm Valve&Box - Main Street Valve&Box Main Street scan-m-796-5-32.pdf 200 mm 1993 50 23 27 $962 $866 $96 $7,000 5 7 7 Good Unlikely Moderate M 2 5105 Water - System Valve 100 mm Valve&Box - East Back Lane Valve&Box East Back Lane scan-m-796-5-32.pdf 100 mm 1993 50 23 27 $577 $519 $58 $5,000 5 7 7 Good Unlikely Moderate M 2 5106 Water - System Valve 150 mm Valve&Box - Mill Street Valve&Box Mill Street scan-m-796-5-23.pdf 150 mm 1993 50 23 27 $721 $649 $72 $6,000 5 7 7 Good Unlikely Moderate M 2 5107 Water - System Valve 300 mm Valve&Chamber - Mill Street Valve&Chamber Mill Street scan-m-796-4-19.pdf 300 mm 1993 100 73 27 $3,366 $909 $2,457 $18,000 7 7 7 Good Unlikely Major M 2 5108 Water - System Valve 300 mm Valve&Chamber - Water Street Valve&Chamber Water Street scan-m-796-4-6.pdf 300 mm 1993 100 73 27 $3,366 $909 $2,457 $18,000 7 7 7 Good Unlikely Major M 2 5109 Water - System Valve 200 mm Valve&Box - William Street Valve&Box William Street scan-m-796-4-18.pdf 200 mm 1993 50 23 27 $962 $866 $96 $7,000 5 7 7 Good Unlikely Moderate M 2 5110 Water - System Valve 300 mm Valve&Box - Mill Street Valve&Box Mill Street 111005-Mayberry Hill Subdiv 300 mm 2013 50 43 7 $2,944 $67 $2,877 $9,000 9 7 7 Good Unlikely Moderate M 2 5111 Water - System Valve 300 mm Valve&Box - Leeson Street Valve&Box Leeson Street 111005-Mayberry Hill Subdiv 300 mm 2013 50 43 7 $2,944 $687 $2,257 $9,000 9 7 7 Good Unlikely Moderate M 2 5112 Water - System Valve 300 mm Valve&Box - Amaranth Street Valve&Box Concession Road 2-3 111005-Mayberry Hill Subdiv 300 mm 2013 50 43 7 $2,944 $67 $2,877 $9,000 9 7 7 Good Unlikely Moderate M 2 5113 Water - System Valve 250 mm Valve&Box - Taylor Drive Valve&Box Taylor Drive 111005-Mayberry Hill Subdiv 250 mm 2013 50 43 7 $2,453 $56 $2,397 $8,000 9 7 7 Good Unlikely Moderate M 2 5114 Water - System Valve 250 mm Valve&Box - Taylor Drive Valve&Box Taylor Drive 111005-Mayberry Hill Subdiv 250 mm 2013 50 43 7 $2,453 $56 $2,397 $8,000 9 7 7 Good Unlikely Moderate M 2 5115 Water - System Valve 200 mm Valve&Box - <Null> Valve&Box <Null> 111005-Mayberry Hill Subdiv 200 mm 2013 50 43 7 $1,963 $45 $1,918 $7,000 9 7 7 Good Unlikely Moderate M 2 5116 Water - System Valve 150 mm Valve&Box - Fife Road Valve&Box Fife Road SCAN-C49-03.pdf 150 mm 1969 100 49 51 $173 $173 $0 $6,000 1 7 7 Good Unlikely Moderate M 2 5117 Water - System Valve 150 mm Valve&Box - Joyce Court Valve&Box Joyce Court SCAN-C49-04.pdf 150 mm 1969 100 49 51 $173 $173 $0 $6,000 1 7 7 Good Unlikely Moderate M 2 5118 Water - System Valve 150 mm Valve&Box - Fife Road Valve&Box Fife Road SCAN-C49-03.pdf 150 mm 1969 100 49 51 $173 $173 $0 $6,000 1 7 7 Good Unlikely Moderate M 2 5119 Water - System Valve 150 mm Valve&Box - Fife Road Valve&Box Fife Road SCAN-C49-03.pdf 150 mm 1969 100 49 51 $173 $173 $0 $6,000 1 7 7 Good Unlikely Moderate M 2 5120 Water - System Valve 150 mm Valve&Box - Crozier Street Valve&Box Crozier Street SCAN-C49-04.pdf 150 mm 1969 100 49 51 $173 $173 $0 $6,000 1 7 7 Good Unlikely Moderate M 2 5121 Water - System Valve 300 mm Valve&Chamber - Main Street Valve&Chamber Main Street scan-m-796-3-1.pdf 300 mm 1996 100 76 24 $3,630 $871 $2,759 $18,000 8 7 7 Good Unlikely Major M 2 5122 Water - System Valve 150 mm Valve&Box - Fife Road Valve&Box Fife Road SCAN-C49-03.pdf 150 mm 1969 100 49 51 $173 $173 $0 $6,000 1 7 7 Good Unlikely Moderate M 2 5123 Water - System Valve 150 mm Valve&Box - Fife Road Valve&Box Fife Road SCAN-C49-03.pdf 150 mm 1969 100 49 51 $173 $173 $0 $6,000 1 7 7 Good Unlikely Moderate M 2 5124 Water - System Valve 150 mm Valve&Box - Mary Court Valve&Box Mary Court SCAN-C49-05.pdf 150 mm 1969 100 49 51 $173 $173 $0 $6,000 1 7 7 Good Unlikely Moderate M 2 5125 Water - System Valve 150 mm Valve&Box - Fife Road Valve&Box Fife Road SCAN-C49-03.pdf 150 mm 1969 100 49 51 $173 $173 $0 $6,000 1 7 7 Good Unlikely Moderate M 2 5126 Water - System Valve 150 mm Valve&Box - Crozier Street Valve&Box Crozier Street SCAN-C49-04.pdf 150 mm 1969 100 49 51 $173 $173 $0 $6,000 1 7 7 Good Unlikely Moderate M 2 5127 Water - System Valve 300 mm Valve&Box - Leeson Street Valve&Box Leeson Street scan-m-412-1.pdf 300 mm 1992 100 72 28 $1,433 $1,337 $96 $9,000 1 7 7 Good Unlikely Moderate M 2 5128 Water - System Valve 300 mm Valve&Box - Leeson Street Valve&Box Leeson Street scan-m-412-1.pdf 300 mm 1992 100 72 28 $1,433 $1,337 $96 $9,000 1 7 7 Good Unlikely Moderate M 2 5129 Water - System Valve 150 mm Valve&Box - Fife Road Valve&Box Fife Road SCAN-C49-03.pdf 150 mm 1969 100 49 51 $173 $173 $0 $6,000 1 7 7 Good Unlikely Moderate M 2 5130 Water - System Valve 150 mm Valve&Box - Spruyt Avenue Valve&Box Spruyt Avenue scan C49 S-41-4.pdf 150 mm 1969 100 49 51 $173 $173 $0 $6,000 1 7 7 Good Unlikely Moderate M 2 5131 Water - System Valve 150 mm Valve&Box - Crozier Street Valve&Box Crozier Street scan C49 S-41-4.pdf 150 mm 1969 100 49 51 $173 $173 $0 $6,000 1 7 7 Good Unlikely Moderate M 2 5132 Water - System Valve 150 mm Valve&Box - Baker Court Valve&Box Baker Court scan C49 S-41-4.pdf 150 mm 1969 100 49 51 $173 $173 $0 $6,000 1 7 7 Good Unlikely Moderate M 2 5133 Water - System Valve 300 mm Valve&Chamber - Mill Street Valve&Chamber Mill Street scan-m-796-4-19.pdf 300 mm 1993 100 73 27 $3,366 $909 $2,457 $18,000 7 7 7 Good Unlikely Major M 2 5347 Water - System Valve 300 mm Valve & Box - Leeson Street Valve and Box Leeson Street 300 mm 1992 50 22 28 $1,433 $1,337 $96 $9,000 4 7 7 Good Unlikely Moderate M 2 5348 Water - System Valve 200 mm Valve & Box - Melody Lane Valve and Box Melody Lane 200 mm 1992 50 22 28 $960 $896 $64 $7,000 4 7 7 Good Unlikely Moderate M 2 5349 Water - System Valve 300 mm Valve & Box - Melody Lane Valve and Box Melody Lane 300 mm 1992 50 22 28 $1,433 $1,337 $96 $9,000 4 7 7 Good Unlikely Moderate M 2 5350 Water - System Valve 150 mm Valve & Box - Monty Ave Valve and Box Monty Ave 150 mm 1992 50 22 28 $720 $672 $48 $6,000 4 7 7 Good Unlikely Moderate M 2 7025 Water - System Valve 200 mm Valve and Box - Jenkins Street Valve and Box Jenkins Street 200 2015 50 44 6 $2,750 $ - $ 2,750 $7,000 9 9 Very Good Rare Moderate L 1 7026 Water - System Valve 200 mm Valve and Box - Jenkins Street Valve and Box Jenkins Street 200 2015 50 44 6 $2,750 $ - $ 2,750 $7,000 9 9 Very Good Rare Moderate L 1 7027 Water - System Valve 150 mm Valve and Box - Hunt Street Valve and Box Hunt Street 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7028 Water - System Valve 150 mm Valve and Box - Stuckey Lane Valve and Box Stuckey Lane 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7029 Water - System Valve 200 mm Valve and Box - Ritchie Drive Valve and Box Ritchie Drive 200 2015 50 44 6 $2,750 $ - $ 2,750 $7,000 9 9 Very Good Rare Moderate L 1 7030 Water - System Valve 200 mm Valve and Box - Ritchie Drive Valve and Box Ritchie Drive 200 2015 50 44 6 $2,750 $ - $ 2,750 $7,000 9 9 Very Good Rare Moderate L 1 7031 Water - System Valve 250 mm Valve and Box - Mayberry Drive Valve and Box Mayberry Drive 250 2015 50 44 6 $3,500 $ - $ 3,500 $8,000 9 9 Very Good Rare Moderate L 1 7032 Water - System Valve 250 mm Valve and Box - Mayberry Drive Valve and Box Mayberry Drive 250 2015 50 44 6 $3,500 $ - $ 3,500 $8,000 9 9 Very Good Rare Moderate L 1 7033 Water - System Valve 150 mm Valve and Box - MacIntyre Lane Valve and Box MacIntyre Lane 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7034 Water - System Valve 150 mm Valve and Box - MacIntyre Lane Valve and Box MacIntyre Lane 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7035 Water - System Valve 150 mm Valve and Box - Beam Street Valve and Box Beam Street 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7036 Water - System Valve 150 mm Valve and Box - Beam Street Valve and Box Beam Street 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7037 Water - System Valve 150 mm Valve and Box - Hillborn Street Valve and Box Hillborn Street 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7038 Water - System Valve 150 mm Valve and Box - Hillborn Street Valve and Box Hillborn Street 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7039 Water - System Valve 150 mm Valve and Box - Hillborn Street Valve and Box Hillborn Street 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7040 Water - System Valve 300 mm Valve and Box - Concession Road 2-3 Valve and Box Concession Road 2-3 300 2015 50 44 6 $4,500 $ - $ 4,500 $9,000 9 9 Very Good Rare Moderate L 1 7041 Water - System Valve 300 mm Valve and Box - Concession Road 2-3 Valve and Box Concession Road 2-3 300 2015 50 44 6 $4,500 $ - $ 4,500 $9,000 9 9 Very Good Rare Moderate L 1 7042 Water - System Valve 300 mm Valve and Box - Concession Road 2-3 Valve and Box Concession Road 2-3 300 2015 50 44 6 $4,500 $ - $ 4,500 $9,000 9 9 Very Good Rare Moderate L 1 7043 Water - System Valve 150 mm Valve and Box - Beam Street Valve and Box Beam Street 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7044 Water - System Valve 150 mm Valve and Box - Beam Street Valve and Box Beam Street 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7045 Water - System Valve 200 mm Valve and Box - Sparrow Cres Valve and Box Sparrow Cres 200 2015 50 44 6 $2,750 $ - $ 2,750 $7,000 9 9 Very Good Rare Moderate L 1 7052 Water - System Valve 150 mm Valve and Box - Beam Street Valve and Box Beam Street 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7053 Water - System Valve 150 mm Valve and Box - Beam Street Valve and Box Beam Street 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7054 Water - System Valve 150 mm Valve and Box - Mill Street Valve and Box Mill Street 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7055 Water - System Valve 150 mm Valve and Box - Condo Development Valve and Box Condo Development 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7056 Water - System Valve 150 mm Valve and Box - Condo Development Valve and Box Condo Development 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7057 Water - System Valve 150 mm Valve and Box - Condo Development Valve and Box Condo Development 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7058 Water - System Valve 150 mm Valve and Box - Condo Development Valve and Box Condo Development 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7059 Water - System Valve 150 mm Valve and Box - Taylor Drive Valve and Box Taylor Drive 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7060 Water - System Valve 150 mm Valve and Box - Condo Development Valve and Box Condo Development 150 2015 50 44 6 $1,650 $ - $ 1,650 $6,000 9 9 Very Good Rare Moderate L 1 7046 Water - System Valve 200 mm Valve and Box - Jenkins Street Valve and Box Jenkins Street 200 2015 50 44 6 $ - $ - $7,000 9 9 Very Good Rare Moderate L 1 7047 Water - System Valve 200 mm Valve and Box - Jenkins Street Valve and Box Jenkins Street 200 2015 50 44 6 $ - $ - $7,000 9 9 Very Good Rare Moderate L 1 7048 Water - System Valve 250 mm Valve and Box - Rainy Drive Valve and Box Rainy Drive 250 2015 50 44 6 $ - $ - $8,000 9 9 Very Good Rare Moderate L 1 7049 Water - System Valve 250 mm Valve and Box - Rainy Drive Valve and Box Rainy Drive 250 2015 50 44 6 $ - $ - $8,000 9 9 Very Good Rare Moderate L 1 7050 Water - System Valve 250 mm Valve and Box - Jenkins Street Valve and Box Jenkins Street 250 2015 50 44 6 $ - $ - $8,000 9 9 Very Good Rare Moderate L 1 7051 Water - System Valve 250 mm Valve and Box - Rainy Drive Valve and Box Rainy Drive 250 2015 50 44 6 $ - $ - $8,000 9 9 Very Good Rare Moderate L 1 Grand Valley Water - System Valve Inventory Current Leveles of Service Expected Levels of Service Replacement/Improvement Year Based on Current Levels Replacement/Improvement Year Based on Expected Levels FIXED ASSET ID Asset Type Asset Name Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitation Cost (2016 $) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life $ - 5032 Water - System Valve Valve & Chamber - Emma St Old Wastewater Plant 2103 10 2113 2113 2213 92 2113 2113 2213 97 5033 Water - System Valve 150 mm Valve&Box - Main Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5034 Water - System Valve 300 mm Valve&Chamber - River Street 2083 10 2093 2093 2193 72 2093 2093 2193 77 5035 Water - System Valve 200 mm Valve&Chamber - Cooper Street 2083 10 2093 2093 2193 72 2093 2093 2193 77 5036 Water - System Valve 200 mm Valve&Box - Cooper Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5037 Water - System Valve 200 mm Valve&Box - Cooper Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5038 Water - System Valve 150 mm Valve&Box - George Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5039 Water - System Valve 200 mm Valve&Box - George Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5040 Water - System Valve 150 mm Valve&Box - Cooper Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5041 Water - System Valve 150 mm Valve&Box - Park View Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5042 Water - System Valve 150 mm Valve&Box - Park View Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5043 Water - System Valve 150 mm Valve&Box - Main Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5044 Water - System Valve 150 mm Valve&Box - Webb Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5045 Water - System Valve 150 mm Valve&Box - Crozier Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5046 Water - System Valve 150 mm Valve&Box - Crozier Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5047 Water - System Valve 150 mm Valve&Box - Scott Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5048 Water - System Valve 150 mm Valve&Box - Scott Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5049 Water - System Valve 200 mm Valve&Box - Bielby Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5050 Water - System Valve 150 mm Valve&Box - Gier Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5051 Water - System Valve 150 mm Valve&Box - Gier Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5052 Water - System Valve 200 mm Valve&Box - Amaranth Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5053 Water - System Valve 200 mm Valve&Box - Amaranth Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5054 Water - System Valve 150 mm Valve&Box - Crozier Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5055 Water - System Valve 150 mm Valve&Box - Ponsford Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5056 Water - System Valve 200 mm Valve&Box - Amaranth Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5057 Water - System Valve 200 mm Valve&Box - Amaranth Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5058 Water - System Valve 200 mm Valve&Box - Bielby Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5059 Water - System Valve 150 mm Valve&Box - Mill Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5060 Water - System Valve 150 mm Valve&Box - King Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5061 Water - System Valve 150 mm Valve&Box - George Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5062 Water - System Valve 150 mm Valve&Chamber - West Bank Alley 2083 10 2093 2093 2193 72 2093 2093 2193 77 5063 Water - System Valve 300 mm Valve&Box - Taylor Drive 2058 10 2063 2063 2113 42 2063 2063 2113 47 5064 Water - System Valve 300 mm Valve&Box - Taylor Drive 2058 10 2063 2063 2113 42 2063 2063 2113 47 5065 Water - System Valve 300 mm Valve&Box - Taylor Drive 2058 10 2063 2063 2113 42 2063 2063 2113 47 5066 Water - System Valve 300 mm Valve&Box - Taylor Drive 2058 10 2063 2063 2113 42 2063 2063 2113 47 5067 Water - System Valve 300 mm Valve&Box - Taylor Drive 2058 10 2063 2063 2113 42 2063 2063 2113 47 5068 Water - System Valve 300 mm Valve&Box - Taylor Drive 2058 10 2063 2063 2113 42 2063 2063 2113 47 5069 Water - System Valve 250 mm Valve&Box - Taylor Drive 2058 10 2063 2063 2113 42 2063 2063 2113 47 5070 Water - System Valve 200 mm Valve&Box - Taylor Drive 2058 10 2063 2063 2113 42 2063 2063 2113 47 5071 Water - System Valve 200 mm Valve&Box - Industrial Road 2038 10 2043 2043 2093 22 2043 2043 2093 27 5072 Water - System Valve 250 mm Valve&Box - Taylor Drive 2058 10 2063 2063 2113 42 2063 2063 2113 47 5073 Water - System Valve 250 mm Valve&Box - Taylor Drive 2058 10 2063 2063 2113 42 2063 2063 2113 47 5074 Water - System Valve 200 mm Valve&Box - Street 14 2058 10 2063 2063 2113 42 2063 2063 2113 47 5075 Water - System Valve 250 mm Valve&Box - Taylor Drive 2058 10 2063 2063 2113 42 2063 2063 2113 47 5076 Water - System Valve 250 mm Valve&Box - Taylor Drive 2058 10 2063 2063 2113 42 2063 2063 2113 47 5077 Water - System Valve 150 mm Valve&Box - Monty Avenue 2058 10 2063 2063 2113 42 2063 2063 2113 47 5078 Water - System Valve 250 mm Valve&Box - Taylor Drive 2058 10 2063 2063 2113 42 2063 2063 2113 47 5079 Water - System Valve 200 mm Valve&Box - Melody Lane 2058 10 2063 2063 2113 42 2063 2063 2113 47 5080 Water - System Valve 300 mm Valve&Box - Mill Street 2058 10 2063 2063 2113 42 2063 2063 2113 47 5081 Water - System Valve 300 mm Valve&Box - Mill Street 2058 10 2063 2063 2113 42 2063 2063 2113 47 5082 Water - System Valve 150 mm Valve&Box - Leeson Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5083 Water - System Valve 150 mm Valve&Box - Leeson Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5084 Water - System Valve 200 mm Valve&Box - Amaranth Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5085 Water - System Valve 200 mm Valve&Box - Amaranth Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5086 Water - System Valve 150 mm Valve&Box - Leeson Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5087 Water - System Valve 150 mm Valve&Box - Leeson Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5088 Water - System Valve 300 mm Valve&Chamber - Leeson Street 2083 10 2093 2093 2193 72 2093 2093 2193 77 5089 Water - System Valve 300 mm Valve&Chamber - Leeson Street 2083 10 2093 2093 2193 72 2093 2093 2193 77 5090 Water - System Valve 150 mm Valve&Box - Emma Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5091 Water - System Valve 150 mm Valve&Box - Emma Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5092 Water - System Valve 200 mm Valve&Box - Amaranth Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5093 Water - System Valve 150 mm Valve&Box - Emma Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5094 Water - System Valve 150 mm Valve&Box - Emma Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5095 Water - System Valve 150 mm Valve&Box - Emma Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5096 Water - System Valve 150 mm Valve&Box - Emma Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5097 Water - System Valve 150 mm Valve&Box - Emma Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5098 Water - System Valve 300 mm Valve&Chamber - Main Street 2083 10 2093 2093 2193 72 2093 2093 2193 77 5099 Water - System Valve 150 mm Valve&Box - Main Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5100 Water - System Valve 300 mm Valve&Chamber - Main Street 2083 10 2093 2093 2193 72 2093 2093 2193 77 5101 Water - System Valve 100 mm Valve&Box - Main Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5102 Water - System Valve 300 mm Valve&Chamber - Main Street 2083 10 2093 2093 2193 72 2093 2093 2193 77 5103 Water - System Valve 300 mm Valve&Chamber - Amaranth Street 2083 10 2093 2093 2193 72 2093 2093 2193 77 Service Service Grand Valley Water - System Valve Inventory Current Leveles of Service Expected Levels of Service Replacement/Improvement Year Based on Current Levels Replacement/Improvement Year Based on Ex Service Service pected Levels FIXED ASSET ID Asset Type Asset Name Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitation Cost (2016 $) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life $ - 5104 Water - System Valve 200 mm Valve&Box - Main Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5105 Water - System Valve 100 mm Valve&Box - East Back Lane 2038 10 2043 2043 2093 22 2043 2043 2093 27 5106 Water - System Valve 150 mm Valve&Box - Mill Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5107 Water - System Valve 300 mm Valve&Chamber - Mill Street 2083 10 2093 2093 2193 72 2093 2093 2193 77 5108 Water - System Valve 300 mm Valve&Chamber - Water Street 2083 10 2093 2093 2193 72 2093 2093 2193 77 5109 Water - System Valve 200 mm Valve&Box - William Street 2038 10 2043 2043 2093 22 2043 2043 2093 27 5110 Water - System Valve 300 mm Valve&Box - Mill Street 2058 10 2063 2063 2113 42 2063 2063 2113 47 5111 Water - System Valve 300 mm Valve&Box - Leeson Street 2058 10 2063 2063 2113 42 2063 2063 2113 47 5112 Water - System Valve 300 mm Valve&Box - Amaranth Street 2058 10 2063 2063 2113 42 2063 2063 2113 47 5113 Water - System Valve 250 mm Valve&Box - Taylor Drive 2058 10 2063 2063 2113 42 2063 2063 2113 47 5114 Water - System Valve 250 mm Valve&Box - Taylor Drive 2058 10 2063 2063 2113 42 2063 2063 2113 47 5115 Water - System Valve 200 mm Valve&Box - <Null> 2058 10 2063 2063 2113 42 2063 2063 2113 47 5116 Water - System Valve 150 mm Valve&Box - Fife Road 2059 10 2069 2069 2169 48 2069 2069 2169 53 5117 Water - System Valve 150 mm Valve&Box - Joyce Court 2059 10 2069 2069 2169 48 2069 2069 2169 53 5118 Water - System Valve 150 mm Valve&Box - Fife Road 2059 10 2069 2069 2169 48 2069 2069 2169 53 5119 Water - System Valve 150 mm Valve&Box - Fife Road 2059 10 2069 2069 2169 48 2069 2069 2169 53 5120 Water - System Valve 150 mm Valve&Box - Crozier Street 2059 10 2069 2069 2169 48 2069 2069 2169 53 5121 Water - System Valve 300 mm Valve&Chamber - Main Street 2086 10 2096 2096 2196 75 2096 2096 2196 80 5122 Water - System Valve 150 mm Valve&Box - Fife Road 2059 10 2069 2069 2169 48 2069 2069 2169 53 5123 Water - System Valve 150 mm Valve&Box - Fife Road 2059 10 2069 2069 2169 48 2069 2069 2169 53 5124 Water - System Valve 150 mm Valve&Box - Mary Court 2059 10 2069 2069 2169 48 2069 2069 2169 53 5125 Water - System Valve 150 mm Valve&Box - Fife Road 2059 10 2069 2069 2169 48 2069 2069 2169 53 5126 Water - System Valve 150 mm Valve&Box - Crozier Street 2059 10 2069 2069 2169 48 2069 2069 2169 53 5127 Water - System Valve 300 mm Valve&Box - Leeson Street 2082 10 2092 2092 2192 71 2092 2092 2192 76 5128 Water - System Valve 300 mm Valve&Box - Leeson Street 2082 10 2092 2092 2192 71 2092 2092 2192 76 5129 Water - System Valve 150 mm Valve&Box - Fife Road 2059 10 2069 2069 2169 48 2069 2069 2169 53 5130 Water - System Valve 150 mm Valve&Box - Spruyt Avenue 2059 10 2069 2069 2169 48 2069 2069 2169 53 5131 Water - System Valve 150 mm Valve&Box - Crozier Street 2059 10 2069 2069 2169 48 2069 2069 2169 53 5132 Water - System Valve 150 mm Valve&Box - Baker Court 2059 10 2069 2069 2169 48 2069 2069 2169 53 5133 Water - System Valve 300 mm Valve&Chamber - Mill Street 2083 10 2093 2093 2193 72 2093 2093 2193 77 5347 Water - System Valve 300 mm Valve & Box - Leeson Street 2037 10 2042 2042 2092 21 2042 2042 2092 26 5348 Water - System Valve 200 mm Valve & Box - Melody Lane 2037 10 2042 2042 2092 21 2042 2042 2092 26 5349 Water - System Valve 300 mm Valve & Box - Melody Lane 2037 10 2042 2042 2092 21 2042 2042 2092 26 5350 Water - System Valve 150 mm Valve & Box - Monty Ave 2037 10 2042 2042 2092 21 2042 2042 2092 26 7025 Water - System Valve 200 mm Valve and Box - Jenkins Street 2060 10 2065 2065 2115 44 2065 2065 2115 49 7026 Water - System Valve 200 mm Valve and Box - Jenkins Street 2060 10 2065 2065 2115 44 2065 2065 2115 49 7027 Water - System Valve 150 mm Valve and Box - Hunt Street 2060 10 2065 2065 2115 44 2065 2065 2115 49 7028 Water - System Valve 150 mm Valve and Box - Stuckey Lane 2060 10 2065 2065 2115 44 2065 2065 2115 49 7029 Water - System Valve 200 mm Valve and Box - Ritchie Drive 2060 10 2065 2065 2115 44 2065 2065 2115 49 7030 Water - System Valve 200 mm Valve and Box - Ritchie Drive 2060 10 2065 2065 2115 44 2065 2065 2115 49 7031 Water - System Valve 250 mm Valve and Box - Mayberry Drive 2060 10 2065 2065 2115 44 2065 2065 2115 49 7032 Water - System Valve 250 mm Valve and Box - Mayberry Drive 2060 10 2065 2065 2115 44 2065 2065 2115 49 7033 Water - System Valve 150 mm Valve and Box - MacIntyre Lane 2060 10 2065 2065 2115 44 2065 2065 2115 49 7034 Water - System Valve 150 mm Valve and Box - MacIntyre Lane 2060 10 2065 2065 2115 44 2065 2065 2115 49 7035 Water - System Valve 150 mm Valve and Box - Beam Street 2060 10 2065 2065 2115 44 2065 2065 2115 49 7036 Water - System Valve 150 mm Valve and Box - Beam Street 2060 10 2065 2065 2115 44 2065 2065 2115 49 7037 Water - System Valve 150 mm Valve and Box - Hillborn Street 2060 10 2065 2065 2115 44 2065 2065 2115 49 7038 Water - System Valve 150 mm Valve and Box - Hillborn Street 2060 10 2065 2065 2115 44 2065 2065 2115 49 7039 Water - System Valve 150 mm Valve and Box - Hillborn Street 2060 10 2065 2065 2115 44 2065 2065 2115 49 7040 Water - System Valve 300 mm Valve and Box - Concession Road 2-3 2060 10 2065 2065 2115 44 2065 2065 2115 49 7041 Water - System Valve 300 mm Valve and Box - Concession Road 2-3 2060 10 2065 2065 2115 44 2065 2065 2115 49 7042 Water - System Valve 300 mm Valve and Box - Concession Road 2-3 2060 10 2065 2065 2115 44 2065 2065 2115 49 7043 Water - System Valve 150 mm Valve and Box - Beam Street 2060 10 2065 2065 2115 44 2065 2065 2115 49 7044 Water - System Valve 150 mm Valve and Box - Beam Street 2060 10 2065 2065 2115 44 2065 2065 2115 49 7045 Water - System Valve 200 mm Valve and Box - Sparrow Cres 2060 10 2065 2065 2115 44 2065 2065 2115 49 7052 Water - System Valve 150 mm Valve and Box - Beam Street 2060 10 2065 2065 2115 44 2065 2065 2115 49 7053 Water - System Valve 150 mm Valve and Box - Beam Street 2060 10 2065 2065 2115 44 2065 2065 2115 49 7054 Water - System Valve 150 mm Valve and Box - Mill Street 2060 10 2065 2065 2115 44 2065 2065 2115 49 7055 Water - System Valve 150 mm Valve and Box - Condo Development 2060 10 2065 2065 2115 44 2065 2065 2115 49 7056 Water - System Valve 150 mm Valve and Box - Condo Development 2060 10 2065 2065 2115 44 2065 2065 2115 49 7057 Water - System Valve 150 mm Valve and Box - Condo Development 2060 10 2065 2065 2115 44 2065 2065 2115 49 7058 Water - System Valve 150 mm Valve and Box - Condo Development 2060 10 2065 2065 2115 44 2065 2065 2115 49 7059 Water - System Valve 150 mm Valve and Box - Taylor Drive 2060 10 2065 2065 2115 44 2065 2065 2115 49 7060 Water - System Valve 150 mm Valve and Box - Condo Development 2060 10 2065 2065 2115 44 2065 2065 2115 49 7046 Water - System Valve 200 mm Valve and Box - Jenkins Street 2060 10 2065 2065 2115 44 2065 2065 2115 49 7047 Water - System Valve 200 mm Valve and Box - Jenkins Street 2060 10 2065 2065 2115 44 2065 2065 2115 49 7048 Water - System Valve 250 mm Valve and Box - Rainy Drive 2060 10 2065 2065 2115 44 2065 2065 2115 49 7049 Water - System Valve 250 mm Valve and Box - Rainy Drive 2060 10 2065 2065 2115 44 2065 2065 2115 49 7050 Water - System Valve 250 mm Valve and Box - Jenkins Street 2060 10 2065 2065 2115 44 2065 2065 2115 49 7051 Water - System Valve 250 mm Valve and Box - Rainy Drive 2060 10 2065 2065 2115 44 2065 2065 2115 49 Grand Valley Components Inventory $ 15,660,728.97 $ 2,606,527.23 $ 13,054,201.74 Fixed Asset # Map Link Location Asset Name - Facility Components Description Install Year Useful Life Remaining Useful Life Age Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Condition Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected $ 15,868,797 $ 3,171,288 $ 12,697,509 $ 20,212,200 Waste Water Treatment Plant Other Assets 5491 Industrial Road Confined Space Equipment (WWTP) 2011 10 1 9 $10,000 $9,000 $1,000 $17,500 1 7 7 Good Unlikely 5646 Industrial Road WWTP - SCADA WS#2 Computer & UPS 2020 5 5 0 $27,212 $0 $27,212 $30,000 10 10 Very Good Rare 4014 Industrial Road DESK - WASTEWATER TREATMENT PLANT 2011 25 16 9 $362 $181 $181 $450 6 7 7 Good Unlikely 4015 Industrial Road OFFICE CHAIR - WASTEWATER TREATMENT PLANT 2011 20 11 9 $243 $122 $122 $250 6 6 6 Average Possible 4016 Industrial Road CABINET - WASTEWATER TREATMENT PLANT 2011 25 16 9 $619 $310 $310 $700 6 7 7 Good Unlikely 4017 Industrial Road ADDITIONAL OFFICE FURNITURE - WASTEWATER TREATMENT PLANT 2011 25 16 9 $1,988 $994 $994 $2,500 6 7 7 Good Unlikely Sub-Total 4 4 $40,424 $10,606 $29,818 $51,400 8.7 Admin-Maintenance-UV Building 5402 Structure & Substructure 2011 100 91 9 $775,000 $69,750 $705,250 $950,000 9 9 Very Good Rare 5403 Exterior Enclosure Exterior 2011 50 41 9 $55,000 $9,900 $45,100 $60,000 8 8 Good Unlikely 5404 Industrial Road Roofing Prefinished Metal Roof 2011 40 31 9 $45,000 $10,125 $34,875 $50,000 8 8 Good Unlikely 5405 Industrial Road Roofing Modified Bitument Roof 2011 25 16 9 $40,000 $14,400 $25,600 $45,000 6 6 Average Possible 5406 Industrial Road Miscellaneous Metals Grating/Handrailing 2011 50 41 9 $135,000 $24,300 $110,700 $150,000 8 8 Good Unlikely 5407 Industrial Road Plumbing & Drainage Fixtures/Plumbing, etc. 2011 30 21 9 $60,000 $18,000 $42,000 $45,000 7 7 Good Unlikely 5408 Industrial Road HVAC Heating, Ventilation, Air Conditioning 2011 20 11 9 $140,000 $63,000 $77,000 $160,000 6 7 7 Good Unlikely 5409 Industrial Road Sprinkler System Sprinkler System (Fire Suppression) 2011 30 21 9 $30,000 $9,000 $21,000 $35,000 7 7 Good Unlikely 5410 Industrial Road Process Control Devices Valves, Gates, Pressure Gauges, etc. 2011 30 21 9 $55,000 $16,500 $38,500 $62,000 7 7 Good Unlikely 5411 Industrial Road Process Piping Stainless Steel Process Piping 2011 50 41 9 $55,000 $9,900 $45,100 $60,000 8 8 Good Unlikely 5412 Industrial Road Flow Measurement Magnetic Flow Meters 2011 15 6 9 $8,000 $4,800 $3,200 $8,000 4 4 Poor Likely 5413 Industrial Road Chemical Feed Pumps Alum Feed Pumps 2011 10 1 9 $50,000 $45,000 $5,000 $50,000 1 7 7 Good Unlikely 5414 Industrial Road Filter Equipment Dynasand Continous Backwash Filters 2011 30 21 9 $310,000 $93,000 $217,000 $230,000 7 7 Good Unlikely 5415 Industrial Road UV Disinfection Equip. 2011 20 11 9 $150,000 $67,500 $82,500 $150,000 6 6 Average Possible 5416 Industrial Road Heating Cables Alum Feed Piping Heat Tracing 2011 25 16 9 $23,000 $8,280 $14,720 $23,000 6 6 Average Possible 5417 Industrial Road Motor Control Centres Electrical - Starters, VFDs, Lighting Panel 2011 25 16 9 $100,000 $45,000 $55,000 $100,000 6 6 Average Possible 5418 Industrial Road Stand-by Power Diesel Fuelled Stand-by Generators 2011 30 21 9 $123,825 $36,736 $87,089 $135,000 7 7 Good Unlikely 5419 Industrial Road Lighting Equipment 2011 25 16 9 $40,000 $18,000 $22,000 $45,000 6 6 Average Possible 5420 Industrial Road PLCs/SCADA RPUs, PLCs, SCADA, Communication 2011 25 16 9 $86,264 $31,022 $55,242 $170,000 6 6 Average Possible 5421 Industrial Road Instrumentation Gas Monitoring Equip./Transmitters. Etc 2011 25 16 9 $48,000 $17,100 $30,900 $45,000 6 8 8 Good Unlikely 5422 Industrial Road Potable Water Meter 2011 25 16 9 $10,000 $4,500 $5,500 $12,000 6 6 Average Possible 5423 Industrial Road Partial Flume 2011 25 16 9 $25,000 $11,250 $13,750 $28,000 6 6 Average Possible 5424 Industrial Road Aluminum Tanks 2011 100 91 9 $5,000 $450 $4,550 $7,500 9 9 Very Good Rare 5425 Industrial Road Control Panels 2011 25 16 9 $19,000 $8,550 $10,450 $22,000 6 6 Average Possible Sub-Total 46 9 $2,388,088 $636,063 $1,752,026 $2,642,500 7.6 Grand Valley Components Inventory $ 15,660,728.97 $ 2,606,527.23 $ 13,054,201.74 Fixed Asset # Map Link Location Asset Name - Facility Components Description Install Year Useful Life Remaining Useful Life Age Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Condition Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected $ 15,868,797 $ 3,171,288 $ 12,697,509 $ 20,212,200 Blower-Sludge Pumping Building 5426 Industrial Road Structure & Substructure 2011 100 91 9 $2,000,000 $180,000 $1,820,000 $2,500,000 9 9 Very Good Rare 5427 Industrial Road Exterior Enclosure Exterior 2011 50 41 9 $50,000 $9,000 $41,000 $60,000 8 8 Good Unlikely 5428 Industrial Road Roofing Modified Bitument Roof 2011 25 16 9 $40,000 $14,400 $25,600 $45,000 6 6 Average Possible 5429 Industrial Road Miscellaneous Metals Grating/Handrailing 2011 50 41 9 $250,000 $45,000 $205,000 $280,000 8 8 Good Unlikely 5430 Industrial Road Plumbing & Drainage Fixtures/Plumbing, etc. 2011 30 21 9 $60,000 $18,000 $42,000 $60,000 7 7 Good Unlikely 5431 Industrial Road HVAC Heating, Ventilation, Air Conditioning 2011 25 16 9 $80,000 $36,000 $44,000 $90,000 6 6 Average Possible 5432 Industrial Road Sprinkler System Sprinkler System (Fire Suppression) 2011 30 21 9 $30,000 $9,000 $21,000 $35,000 7 7 Good Unlikely 5433 Industrial Road Process Control Devices Valves, Gates, Pressure Gauges, etc. 2011 30 21 9 $396,948 $117,798 $279,150 $435,000 7 7 Good Unlikely 5434 Industrial Road Process Piping 2011 50 41 9 $385,000 $69,300 $315,700 $430,000 8 8 Good Unlikely 5435 Industrial Road Flow Measurement Magnetic Flow Meters 2011 25 16 9 $39,000 $14,040 $24,960 $45,000 6 6 Average Possible 5436 Industrial Road WWTP Site WWPS Pumps Four Submersible Sewage Pumps 2011 25 16 9 $200,000 $72,000 $128,000 $335,000 6 6 Average Possible 5437 Industrial Road Screw Centrifugal Pumps Sludge Pumps 2011 20 11 9 $235,000 $105,750 $129,250 $320,000 6 6 Average Possible 5438 Industrial Road Biosolids Mixing Pumps Horizontal Centrifugal Pumps 2011 20 11 9 $70,000 $31,500 $38,500 $90,000 6 6 Average Possible 5439 Industrial Road Diffusers & Piping Aeration & Digestion Diffused Air Sys. 2011 25 16 9 $160,000 $57,600 $102,400 $255,000 6 6 Average Possible 5440 Industrial Road Air Blowers Four Aeration & Digstion PD Blowers 2011 25 16 9 $100,000 $36,000 $64,000 $395,000 6 6 Average Possible 5441 Industrial Road Clarifier Mechanisms 2011 30 21 9 $330,000 $99,000 $231,000 $550,000 7 7 Good Unlikely 5442 Industrial Road Clarifier Covers Secondary Clarifer FRP Covers 2011 100 91 9 $100,000 $9,000 $91,000 $112,000 9 9 Very Good Rare 5443 Industrial Road Heating Cables Alum Feed Piping Heat Tracing 2011 25 16 9 $23,000 $8,280 $14,720 $25,000 6 6 Average Possible 5444 Industrial Road Motor Control Centres Panel 2011 30 21 9 $250,000 $75,000 $175,000 $280,000 7 7 Good Unlikely 5445 Industrial Road Lighting Equipment 2011 25 16 9 $24,000 $8,640 $15,360 $27,000 6 6 Average Possible 5446 Industrial Road PLCs/SCADA RPUs, PLCs, SCADA, Communication 2011 25 16 9 $83,000 $37,350 $45,650 $95,000 6 6 Average Possible 5447 Industrial Road Instrumentation Transmitters. Etc 2011 25 16 9 $117,000 $52,650 $64,350 $130,000 6 6 Average Possible 5448 Industrial Road Control Panels 2011 25 16 9 $76,000 $34,200 $41,800 $85,000 6 6 Average Possible Sub-Total 49 9 $5,098,948 $1,139,508 $3,959,440 $6,679,000 7.6 Headworks Building 5449 Industrial Road Structure & Substructure 2011 100 91 9 $1,000,000 $90,000 $910,000 $1,250,000 9 9 Very Good Rare 5450 Industrial Road Exterior Enclosure Exterior 2011 50 41 9 $50,000 $9,000 $41,000 $56,000 8 8 Good Unlikely 5451 Industrial Road Roofing Modified Bitument Roof 2011 25 16 9 $10,000 $3,600 $6,400 $11,500 6 6 Average Possible 5452 Industrial Road Miscellaneous Metals Grating/Handrailing 2011 50 41 9 $40,000 $7,200 $32,800 $45,000 8 8 Good Unlikely 5453 Industrial Road Plumbing & Drainage Fixtures/Plumbing, etc. 2011 30 21 9 $20,000 $6,000 $14,000 $11,250 7 7 Good Unlikely 5454 Industrial Road HVAC Heating, Ventilation, Air Conditioning 2011 25 16 9 $66,873 $31,611 $35,261 $112,550 6 6 Average Possible 5455 Industrial Road Process Control Devices Electrical Valves, Gates, Pressure Gauges, etc. 2011 30 21 9 $75,000 $27,000 $48,000 $85,000 7 7 Good Unlikely 5456 Industrial Road Process Control Devices Mechanical Valves, Gates, Pressure Gauges, etc. 2011 30 21 9 $55,000 $16,500 $38,500 $60,000 7 7 Good Unlikely 5457 Industrial Road Process Piping Valves, Gates, Pressure Gauges, etc. 2011 30 21 9 $55,000 $16,500 $38,500 $135,000 7 7 Good Unlikely 5458 Industrial Road Flow Measurement Magnetic Flow Meters 2011 15 6 9 $20,000 $12,000 $8,000 $22,500 4 4 Poor Likely 5459 Industrial Road Septage Transfer Pumps Submersible Sewage Pumps 2011 20 11 9 $25,000 $11,250 $13,750 $28,000 6 6 Average Possible 5460 Industrial Road Septage Receiving System Pkg. JWC Septage Transfer System 2011 25 16 9 $260,000 $117,000 $143,000 $292,000 6 6 Average Possible 5461 Industrial Road Automatic Screening Sys. Escalator Fine Screen & Compactor 2011 20 11 9 $135,000 $60,750 $74,250 $280,000 6 6 Average Possible 5462 Industrial Road Automatic Degritting Sys. Vortex Degritting Equipment 2011 20 11 9 $610,000 $274,500 $335,500 $685,000 6 6 Average Possible 5463 Industrial Road Motor Control Centres Electrical - Starters, VFDs, Lighting Panel 2011 25 16 9 $50,000 $22,500 $27,500 $112,500 6 6 Average Possible 5464 Industrial Road Lighting Equipment 2011 25 16 9 $16,000 $7,200 $8,800 $34,000 6 6 Average Possible 5465 Industrial Road PLCs/SCADA RPUs, PLCs, SCADA, Communication 2011 25 16 9 $20,000 $9,000 $11,000 $22,500 6 6 Average Possible 5466 Industrial Road Instrumentation Gas Monitoring Equip./Transmitters. Etc 2011 25 16 9 $30,000 $13,500 $16,500 $34,000 6 6 Average Possible 5467 Industrial Road Control Panels 2011 25 16 9 $25,000 $11,250 $13,750 $28,000 6 6 Average Possible Sub-Total 44 9 $2,562,873 $746,361 $1,816,511 $3,304,800 7.3 Bio Solids Tank 5468 Tank Container 2011 30 21 9 $550,000 $165,000 $385,000 $560,000 7 7.0 Good Unlikely Sub-Total $550,000 $165,000 $385,000 $560,000 Surge Tank 5645 WPCP Equalization Tank Glass Fused Steel Bolted EQ Tank 2020 50 50 0 $921,000 $0 $921,000 $1,000,000 10 10.0 Very Good Rare WPCP Precast Valve Chamber Precast Valve Chamber 2020 75 75 0 $273,000 $0 $273,000 $275,000 10 10.0 Very Good Rare Grand Valley Components Inventory $ 15,660,728.97 $ 2,606,527.23 $ 13,054,201.74 Fixed Asset # Map Link Location Asset Name - Facility Components Description Install Year Useful Life Remaining Useful Life Age Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Condition Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected $ 15,868,797 $ 3,171,288 $ 12,697,509 $ 20,212,200 Process Piping, Appurtances, Meters, WPCP Valve Chamber Mechanical Misc. Metals 2020 25 25 0 $296,000 $0 $296,000 $300,000 10 10.0 Very Good Rare WPCP Precast SPS Chamber Precast SPS Chamber 2020 75 75 0 $273,000 $0 $273,000 $275,000 10 10.0 Very Good Rare WPCP SPS Submersible Pumps SPS Submersible Pumps 2020 15 15 0 $156,000 $0 $156,000 $160,000 10 10.0 Very Good Rare Process Piping, Appurtances, Misc. WPCP SPS Mechanical Metals 2020 25 25 0 $63,000 $0 $63,000 $85,000 10 10.0 Very Good Rare WPCP Electrical Power & Control Equipment Electrical Power & Control Equipment 2020 20 20 0 $425,000 $0 $425,000 $450,000 10 10.0 Very Good Rare WPCP Yard Piping and Appurtances Yard Piping and Appurtances 2020 75 75 0 $328,000 $0 $328,000 $350,000 10 10.0 Very Good Rare Sub-Total 48 0 $2,735,000 $0 $2,735,000 $2,895,000 10 Grand Valley Components Inventory $ 15,660,728.97 $ 2,606,527.23 $ 13,054,201.74 Fixed Asset # Map Link Location Asset Name - Facility Components Description Install Year Useful Life Remaining Useful Life Age Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Condition Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected $ 15,868,797 $ 3,171,288 $ 12,697,509 $ 20,212,200 WWTP On Site Pumping Station 5469 Pumping Station Chamber 2011 50 41 9 $500,000 $90,000 $410,000 $730,000 8 8 Good Unlikely 5470 Control Panel 2011 25 16 9 $25,000 $11,250 $13,750 $28,000 6 6 Average Possible 5492 2 Pumps 2011 25 16 9 $20,000 $9,000 $11,000 $22,500 6 6 Average Possible Sub-Total 39 9 $545,000 $110,250 $434,750 $780,500 7.9 Emma St. Wastewater Pumping Station 5471 Main Pumping Chamber 2011 100 95 9 $1,000,000 $90,000 $910,000 $1,700,000 10 10 Very Good Rare 5472 Emma St. Miscellaneous Metals Grating/Handrailing 2011 50 45 9 $25,000 $4,500 $20,500 $28,000 9 9 Very Good Rare 5473 Emma St. Process Control Devices Valves, Gates, Pressure Gauges, etc. 2011 30 25 9 $55,000 $16,500 $38,500 $60,000 8 8 Good Unlikely 5474 Emma St. Process Piping Valves, Gates, Pressure Gauges, etc. 2011 50 45 9 $55,000 $9,900 $45,100 $62,000 9 9 Very Good Rare 5475 Emma St. Flow Measurement Magnetic Flow Meters 2011 15 10 9 $25,000 $15,000 $10,000 $28,000 7 7 Good Unlikely 5476 Emma St. Emma St. SPS Pumps Submersible Sewage Pumps 2011 20 15 9 $246,561 $108,227 $138,333 $280,000 8 8 Good Unlikely 5477 Emma St. Motor Control Centres Electrical - Starters, VFDs, Lighting Panel 2011 30 25 9 $100,000 $30,000 $70,000 $122,500 8 8 Good Unlikely 5478 Emma St. Stand-by Power Diesel Fuelled Stand-by Generators 2011 30 25 9 $80,000 $24,000 $56,000 $112,500 8 8 Good Unlikely 5479 Emma St. PLCs/SCADA RPUs, PLCs, SCADA, Communication 2011 25 20 9 $20,000 $9,000 $11,000 $22,500 8 8 Good Unlikely 5480 Emma St. Electrical Control Panel shed 2011 20 15 9 $5,000 $3,000 $2,000 $28,000 8 8 Good Unlikely 5481 Emma St. Control Panels 2011 25 20 9 $6,000 $2,700 $3,300 $7,000 8 8 Good Unlikely 5482 4691 Emma St. Forcemain Bypass Access Street Chamber - Emma Forcemain Bypass Access Chamber 2013 100 97 7 $17,664 $1,236 $16,428 $20,000 10 10 Very Good Rare 5483 4622 Emma St. Forcemain Meter Street Chamber Manhole - Emma Forcemain Meter Chamber Manhole 2013 100 97 7 $17,664 $1,236 $16,428 $20,000 10 10 Very Good Rare Sub-Total 73 9 $1,652,889 $315,300 $1,337,588 $2,490,500 9.4 Air Release Chamber 5484 Chamber high point in pressure main from Emma St Pumping Station to WWTP 2011 100 91 9 $200,000 $18,000 $182,000 $225,000 9 9 Very Good Rare 5485 Air Release Valve 2011 10 1 9 $3,000 $2,700 $300 $3,500 1 5 5 Average Possible Sub-Total 90 9 $203,000 $20,700 $182,300 $228,500 8.9 Amaranth St. Pumping Station 5486 Amaranth St. Pumping Station Chamber wet well structure 1970 100 50 50 $48,000 $24,000 $24,000 $500,000 5 9 9 Very Good Rare 8417 Amaranth St. Pumping Station Pump 1 2021 20 21 -1 $14,076 $0 $14,076 $15,000 1 1 Very Poor Almost Certain 5488 Amaranth St. Pumping Station Pump 2 2000 20 0 20 $3,500 $3,500 $0 $15,000 1 5 5 Average Possible 5489 Amaranth St. Process Piping & Valves 2022 50 52 -2 $9,900 $0 $9,900 $20,000 10 10 Very Good Rare 5490 Amaranth St. Electrical 2022 30 32 -2 $17,100 $0 $17,100 $30,000 10 10 Very Good Rare Sub-Total 47 43 $92,576 $27,500 $65,076 $580,000 8.8 Grand Valley Components Inventory Current Leveles of Service Replacement/Improvement Year Based on Current Levels Service Fixed Asset # Map Link Location Asset Name - Facility Components Consequence of Failure Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation 2nd Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation 3rd Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation $ 186,500 Waste Water Treatment Plant Other Assets 5491 Industrial Road Confined Space Equipment (WWTP) Moderate M 2 2020 10 2021 2021 2031 0 5646 Industrial Road WWTP - SCADA WS#2 Computer & UPS Moderate L 1 2025 10 2026 2026 2032 5 4014 Industrial Road DESK - WASTEWATER TREATMENT PLANT Insignificant L 1 2034 10 2037 2037 2063 16 4015 Industrial Road OFFICE CHAIR - WASTEWATER TREATMENT PLANT Insignificant L 1 2029 10 2031 2031 2051 10 4016 Industrial Road CABINET - WASTEWATER TREATMENT PLANT Insignificant L 1 2034 10 2037 2037 2063 16 4017 Industrial Road ADDITIONAL OFFICE FURNITURE - WASTEWATER TREATMENT PLANT Insignificant L 1 2034 10 2037 2037 2063 16 Sub-Total 1 $0 Admin-Maintenance-UV Building 5402 Structure & Substructure Major M 2 2101 10 2111 2111 2211 90 5403 Exterior Enclosure Major M 2 2056 10 2061 2061 2111 40 5404 Industrial Road Roofing Moderate M 2 2047 10 2051 2051 2091 30 5405 Industrial Road Roofing Moderate M 2 2034 10 2037 2037 2063 16 5406 Industrial Road Miscellaneous Metals Moderate M 2 2056 10 2061 2061 2111 40 5407 Industrial Road Plumbing & Drainage Moderate M 2 2038 10 2041 2041 2071 20 5408 Industrial Road HVAC Major M 2 2029 10 2031 2031 2051 10 5409 Industrial Road Sprinkler System Moderate M 2 2038 10 2041 2041 2071 20 5410 Industrial Road Process Control Devices Moderate M 2 2038 10 2041 2041 2071 20 5411 Industrial Road Process Piping Moderate M 2 2056 10 2061 2061 2111 40 5412 Industrial Road Flow Measurement Moderate H 3 2025 10 2027 2025 2040 4 5413 Industrial Road Chemical Feed Pumps Moderate M 2 2020 10 2021 2021 2031 0 5414 Industrial Road Filter Equipment Major M 2 2038 10 2041 2041 2071 20 $5,000 2025 5415 Industrial Road UV Disinfection Equip. Major H 3 2029 10 2031 2029 2049 8 $120,000 2024 5416 Industrial Road Heating Cables Minor M 2 2034 10 2037 2037 2063 16 5417 Industrial Road Motor Control Centres Moderate M 2 2034 10 2037 2037 2063 16 5418 Industrial Road Stand-by Power Major M 2 2038 10 2041 2041 2071 20 5419 Industrial Road Lighting Equipment Minor M 2 2034 10 2037 2037 2063 16 5420 Industrial Road PLCs/SCADA Major H 3 2034 10 2037 2034 2059 13 5421 Industrial Road Instrumentation Major M 2 2034 10 2037 2037 2063 16 5422 Industrial Road Potable Water Meter Major H 3 2034 10 2037 2034 2059 13 5423 Industrial Road Partial Flume Major H 3 2034 10 2037 2034 2059 13 5424 Industrial Road Aluminum Tanks Major M 2 2101 10 2111 2111 2211 90 5425 Industrial Road Control Panels Major H 3 2034 10 2037 2034 2059 13 Sub-Total 2 $125,000 Grand Valley Components Inventory Current Leveles of Service Replacement/Improvement Year Based on Current Levels Service Fixed Asset # Map Link Location Asset Name - Facility Components Consequence of Failure Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation 2nd Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation 3rd Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation $ 186,500 Blower-Sludge Pumping Building 5426 Industrial Road Structure & Substructure Major M 2 2101 8 2109 2109 2209 88 5427 Industrial Road Exterior Enclosure Major M 2 2056 9 2061 2061 2111 40 5428 Industrial Road Roofing Moderate M 2 2034 10 2037 2037 2063 16 5429 Industrial Road Miscellaneous Metals Moderate M 2 2056 10 2061 2061 2111 40 5430 Industrial Road Plumbing & Drainage Moderate M 2 2038 10 2041 2041 2071 20 5431 Industrial Road HVAC Major H 3 2034 10 2037 2034 2059 13 5432 Industrial Road Sprinkler System Moderate M 2 2038 10 2041 2041 2071 20 5433 Industrial Road Process Control Devices Major M 2 2038 10 2041 2041 2071 20 5434 Industrial Road Process Piping Major M 2 2056 11 2062 2062 2113 41 5435 Industrial Road Flow Measurement Moderate M 2 2034 10 2037 2037 2063 16 5436 Industrial Road WWTP Site WWPS Pumps Moderate M 2 2034 10 2037 2037 2063 16 5437 Industrial Road Screw Centrifugal Pumps Moderate M 2 2029 10 2031 2031 2051 10 $4,000 2023 5438 Industrial Road Biosolids Mixing Pumps Moderate M 2 2029 10 2031 2031 2051 10 $15,000 2024 5439 Industrial Road Diffusers & Piping Moderate M 2 2034 10 2037 2037 2063 16 5440 Industrial Road Air Blowers Moderate M 2 2034 10 2037 2037 2063 16 5441 Industrial Road Clarifier Mechanisms Moderate M 2 2038 10 2041 2041 2071 20 5442 Industrial Road Clarifier Covers Moderate L 1 2101 10 2111 2111 2211 90 5443 Industrial Road Heating Cables Moderate M 2 2034 10 2037 2037 2063 16 5444 Industrial Road Motor Control Centres Major M 2 2038 10 2041 2041 2071 20 5445 Industrial Road Lighting Equipment Minor M 2 2034 10 2037 2037 2063 16 5446 Industrial Road PLCs/SCADA Major H 3 2034 10 2037 2034 2059 13 5447 Industrial Road Instrumentation Major H 3 2034 10 2037 2034 2059 13 5448 Industrial Road Control Panels Major H 3 2034 10 2037 2034 2059 13 Sub-Total 2 $144,000 Headworks Building 5449 Industrial Road Structure & Substructure Major M 2 2101 10 2111 2111 2211 90 5450 Industrial Road Exterior Enclosure Major M 2 2056 10 2061 2061 2111 40 5451 Industrial Road Roofing Moderate M 2 2034 10 2037 2037 2063 16 5452 Industrial Road Miscellaneous Metals Moderate M 2 2056 10 2061 2061 2111 40 5453 Industrial Road Plumbing & Drainage Moderate M 2 2038 10 2041 2041 2071 20 5454 Industrial Road HVAC Major H 3 2034 10 2037 2034 2059 13 5455 Industrial Road Process Control Devices Electrical Major M 2 2038 10 2041 2041 2071 20 5456 Industrial Road Process Control Devices Mechanical Major M 2 2038 10 2041 2041 2071 20 5457 Industrial Road Process Piping Major M 2 2038 10 2041 2041 2071 20 5458 Industrial Road Flow Measurement Moderate H 3 2025 10 2027 2025 2040 4 5459 Industrial Road Septage Transfer Pumps Moderate M 2 2029 10 2031 2031 2051 10 $6,500 2023 $2,500 2025 5460 Industrial Road Septage Receiving System Major H 3 2034 10 2037 2034 2059 13 5461 Industrial Road Automatic Screening Sys. Major H 3 2029 10 2031 2029 2049 8 $5,500 2023 5462 Industrial Road Automatic Degritting Sys. Major H 3 2029 10 2031 2029 2049 8 $5,500 2023 5463 Industrial Road Motor Control Centres Major H 3 2034 10 2037 2034 2059 13 5464 Industrial Road Lighting Equipment Minor M 2 2034 10 2037 2037 2063 16 5465 Industrial Road PLCs/SCADA Major H 3 2034 10 2037 2034 2059 13 5466 Industrial Road Instrumentation Major H 3 2034 10 2037 2034 2059 13 5467 Industrial Road Control Panels Major H 3 2034 10 2037 2034 2059 13 Sub-Total 2 $161,500 Bio Solids Tank 5468 Tank Container Major M 2 2038 10 2041 2041 2071 20 Sub-Total $161,500 Surge Tank 5645 WPCP Equalization Tank Moderate L 1 2065 10 2070 2070 2120 49 WPCP Precast Valve Chamber Moderate L 1 2088 10 2096 2096 2172 75 Grand Valley Components Inventory Current Leveles of Service Replacement/Improvement Year Based on Current Levels Service Fixed Asset # Map Link Location Asset Name - Facility Components Consequence of Failure Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation 2nd Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation 3rd Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation $ 186,500 WPCP Valve Chamber Mechanical Moderate L 1 2043 10 2046 2046 2072 25 WPCP Precast SPS Chamber Moderate L 1 2088 10 2096 2096 2172 75 WPCP SPS Submersible Pumps Moderate L 1 2034 10 2036 2036 2052 15 WPCP SPS Mechanical Moderate L 1 2043 10 2046 2046 2072 25 WPCP Electrical Power & Control Equipment Moderate L 1 2038 10 2040 2040 2060 19 WPCP Yard Piping and Appurtances Moderate L 1 2088 10 2096 2096 2172 75 Sub-Total 1 Grand Valley Components Inventory Current Leveles of Service Replacement/Improvement Year Based on Current Levels Service Fixed Asset # Map Link Location Asset Name - Facility Components Consequence of Failure Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation 2nd Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation 3rd Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation $ 186,500 WWTP On Site Pumping Station 5469 Pumping Station Chamber Major M 2 2056 10 2061 2061 2111 40 5470 Control Panel Major H 3 2034 10 2037 2034 2059 13 5492 2 Pumps Major H 3 2034 10 2037 2034 2059 13 Sub-Total 2 $36,500 Emma St. Wastewater Pumping Station 5471 Main Pumping Chamber Major M 2 2101 9 2110 2110 2210 89 5472 Emma St. Miscellaneous Metals Moderate L 1 2056 10 2061 2061 2111 40 5473 Emma St. Process Control Devices Moderate M 2 2038 10 2041 2041 2071 20 5474 Emma St. Process Piping Moderate L 1 2056 10 2061 2061 2111 40 5475 Emma St. Flow Measurement Moderate M 2 2025 10 2027 2027 2043 6 5476 Emma St. Emma St. SPS Pumps Moderate M 2 2029 10 2031 2031 2051 10 $25,000 2023 $15,000 2024 $15,000 2026 5477 Emma St. Motor Control Centres Major M 2 2038 10 2041 2041 2071 20 5478 Emma St. Stand-by Power Major M 2 2038 10 2041 2041 2071 20 5479 Emma St. PLCs/SCADA Major M 2 2034 10 2037 2037 2063 16 5480 Emma St. Electrical Control Panel shed Moderate M 2 2029 10 2031 2031 2051 10 5481 Emma St. Control Panels Major M 2 2034 10 2037 2037 2063 16 5482 4691 Emma St. Forcemain Bypass Access Street Chamber - Emma Major M 2 2103 10 2113 2113 2213 92 5483 4622 Emma St. Forcemain Meter Street Chamber Manhole - Emma Major M 2 2103 10 2113 2113 2213 92 Sub-Total 2 $25,000.00 Air Release Chamber 5484 Chamber Major M 2 2101 10 2111 2111 2211 95 5485 Air Release Valve Major H 3 2020 10 2021 2021 2031 5 Sub-Total 2 $42,500 Amaranth St. Pumping Station 5486 Amaranth St. Pumping Station Chamber Major M 2 2060 10 2070 2070 2170 49 8417 Amaranth St. Pumping Station Pump 1 Moderate H 3 2039 10 2041 2039 2059 18 $5,500 2024 $15,000 2026 $5,500 2028 5488 Amaranth St. Pumping Station Pump 2 Moderate M 2 2018 10 2020 2021 2042 0 $5,500 2023 $5,500 2025 $15,000 2027 5489 Amaranth St. Process Piping & Valves Major M 2 2067 10 2072 2072 2122 51 5490 Amaranth St. Electrical Major M 2 2049 10 2052 2052 2082 31 Sub-Total 2 $11,000.00 Grand Valley Components Inventory Expected Levels of Service Replacement/Improvement Year Based on Expected Levels Service Fixed Asset # Map Link Location Asset Name - Facility Components Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life Waste Water Treatment Plant Other Assets 5491 Industrial Road Confined Space Equipment (WWTP) 50 2026 2026 2036 5 5646 Industrial Road WWTP - SCADA WS#2 Computer & UPS 0 2026 2026 2031 5 4014 Industrial Road DESK - WASTEWATER TREATMENT PLANT 5 2038 2038 2063 17 4015 Industrial Road OFFICE CHAIR - WASTEWATER TREATMENT PLANT 0 2031 2031 2051 10 4016 Industrial Road CABINET - WASTEWATER TREATMENT PLANT 5 2038 2038 2063 17 4017 Industrial Road ADDITIONAL OFFICE FURNITURE - WASTEWATER TREATMENT PLANT 5 2038 2038 2063 17 Sub-Total Admin-Maintenance-UV Building 5402 Structure & Substructure 2111 2111 2211 90 5403 Exterior Enclosure 2061 2061 2111 40 5404 Industrial Road Roofing 2051 2051 2091 30 5405 Industrial Road Roofing 2037 2037 2062 16 5406 Industrial Road Miscellaneous Metals 2061 2061 2111 40 5407 Industrial Road Plumbing & Drainage 2041 2041 2071 20 5408 Industrial Road HVAC 2031 2033 2053 12 5409 Industrial Road Sprinkler System 2041 2041 2071 20 5410 Industrial Road Process Control Devices 2041 2041 2071 20 5411 Industrial Road Process Piping 2061 2061 2111 40 5412 Industrial Road Flow Measurement 2027 2027 2042 6 5413 Industrial Road Chemical Feed Pumps 2021 2033 2043 12 5414 Industrial Road Filter Equipment 2041 2041 2071 20 5415 Industrial Road UV Disinfection Equip. 15 2039 2039 2059 18 5416 Industrial Road Heating Cables 2037 2037 2062 16 5417 Industrial Road Motor Control Centres 2037 2037 2062 16 5418 Industrial Road Stand-by Power 2041 2041 2071 20 5419 Industrial Road Lighting Equipment 2037 2037 2062 16 5420 Industrial Road PLCs/SCADA 2037 2037 2062 16 5421 Industrial Road Instrumentation 2037 2033 2058 12 5422 Industrial Road Potable Water Meter 2037 2037 2062 16 5423 Industrial Road Partial Flume 2037 2037 2062 16 5424 Industrial Road Aluminum Tanks 2111 2111 2211 90 5425 Industrial Road Control Panels 2037 2037 2062 16 Sub-Total Grand Valley Components Inventory Expected Levels of Service Replacement/Improvement Year Based on Expected Levels Service Fixed Asset # Map Link Location Asset Name - Facility Components Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life Blower-Sludge Pumping Building 5426 Industrial Road Structure & Substructure 2109 2109 2209 88 5427 Industrial Road Exterior Enclosure 2061 2061 2111 40 5428 Industrial Road Roofing 2037 2037 2062 16 5429 Industrial Road Miscellaneous Metals 2061 2061 2111 40 5430 Industrial Road Plumbing & Drainage 2041 2041 2071 20 5431 Industrial Road HVAC 2037 2037 2062 16 5432 Industrial Road Sprinkler System 2041 2041 2071 20 5433 Industrial Road Process Control Devices 2041 2041 2071 20 5434 Industrial Road Process Piping 2062 2062 2112 41 5435 Industrial Road Flow Measurement 2037 2037 2062 16 5436 Industrial Road WWTP Site WWPS Pumps 2037 2037 2062 16 5437 Industrial Road Screw Centrifugal Pumps 10 2033 2033 2053 12 5438 Industrial Road Biosolids Mixing Pumps 15 2039 2039 2059 18 5439 Industrial Road Diffusers & Piping 2037 2037 2062 16 5440 Industrial Road Air Blowers 2037 2037 2062 16 5441 Industrial Road Clarifier Mechanisms 2041 2041 2071 20 5442 Industrial Road Clarifier Covers 2111 2111 2211 90 5443 Industrial Road Heating Cables 2037 2037 2062 16 5444 Industrial Road Motor Control Centres 2041 2041 2071 20 5445 Industrial Road Lighting Equipment 2037 2037 2062 16 5446 Industrial Road PLCs/SCADA 2037 2037 2062 16 5447 Industrial Road Instrumentation 2037 2037 2062 16 5448 Industrial Road Control Panels 2037 2037 2062 16 Sub-Total Headworks Building 5449 Industrial Road Structure & Substructure 2111 2111 2211 90 5450 Industrial Road Exterior Enclosure 2061 2061 2111 40 5451 Industrial Road Roofing 2037 2037 2062 16 5452 Industrial Road Miscellaneous Metals 2061 2061 2111 40 5453 Industrial Road Plumbing & Drainage 2041 2041 2071 20 5454 Industrial Road HVAC 2037 2037 2062 16 5455 Industrial Road Process Control Devices Electrical 2041 2041 2071 20 5456 Industrial Road Process Control Devices Mechanical 2041 2041 2071 20 5457 Industrial Road Process Piping 2041 2041 2071 20 5458 Industrial Road Flow Measurement 2027 2027 2042 6 5459 Industrial Road Septage Transfer Pumps 15 2038 2038 2058 17 5460 Industrial Road Septage Receiving System 2037 2037 2062 16 5461 Industrial Road Automatic Screening Sys. 10 2033 2033 2053 12 5462 Industrial Road Automatic Degritting Sys. 10 2033 2033 2053 12 5463 Industrial Road Motor Control Centres 2037 2037 2062 16 5464 Industrial Road Lighting Equipment 2037 2037 2062 16 5465 Industrial Road PLCs/SCADA 2037 2037 2062 16 5466 Industrial Road Instrumentation 2037 2037 2062 16 5467 Industrial Road Control Panels 2037 2037 2062 16 Sub-Total Bio Solids Tank 5468 Tank Container 2041 2041 2071 20 Sub-Total Surge Tank 5645 WPCP Equalization Tank 2070 2070 2120 49 WPCP Precast Valve Chamber 2096 2096 2171 75 Grand Valley Components Inventory Expected Levels of Service Replacement/Improvement Year Based on Expected Levels Service Fixed Asset # Map Link Location Asset Name - Facility Components Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life WPCP Valve Chamber Mechanical 2046 2046 2071 25 WPCP Precast SPS Chamber 2096 2096 2171 75 WPCP SPS Submersible Pumps 2036 2036 2051 15 WPCP SPS Mechanical 2046 2046 2071 25 WPCP Electrical Power & Control Equipment 2040 2040 2060 19 WPCP Yard Piping and Appurtances 2096 2096 2171 75 Sub-Total Grand Valley Components Inventory Expected Levels of Service Replacement/Improvement Year Based on Expected Levels Service Fixed Asset # Map Link Location Asset Name - Facility Components Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life WWTP On Site Pumping Station 5469 Pumping Station Chamber 2061 2061 2111 40 5470 Control Panel 2037 2037 2062 16 5492 2 Pumps 2037 2037 2062 16 Sub-Total Emma St. Wastewater Pumping Station 5471 Main Pumping Chamber 2110 2110 2210 89 5472 Emma St. Miscellaneous Metals 2061 2061 2111 40 5473 Emma St. Process Control Devices 2041 2041 2071 20 5474 Emma St. Process Piping 2061 2061 2111 40 5475 Emma St. Flow Measurement 2027 2027 2042 6 5476 Emma St. Emma St. SPS Pumps 15 2041 2041 2061 20 5477 Emma St. Motor Control Centres 2041 2041 2071 20 5478 Emma St. Stand-by Power 2041 2041 2071 20 5479 Emma St. PLCs/SCADA 2037 2037 2062 16 5480 Emma St. Electrical Control Panel shed 2031 2031 2051 10 5481 Emma St. Control Panels 2037 2037 2062 16 5482 4691 Emma St. Forcemain Bypass Access Street Chamber - Emma 2113 2113 2213 92 5483 4622 Emma St. Forcemain Meter Street Chamber Manhole - Emma 2113 2113 2213 92 Sub-Total Air Release Chamber 5484 Chamber 2111 2111 2211 90 5485 Air Release Valve 2021 2023 2033 2 Sub-Total Amaranth St. Pumping Station 5486 Amaranth St. Pumping Station Chamber 2070 2070 2170 49 8417 Amaranth St. Pumping Station Pump 1 10 2038 2038 2058 17 5488 Amaranth St. Pumping Station Pump 2 10 2037 2037 2057 16 5489 Amaranth St. Process Piping & Valves 2072 2072 2122 51 5490 Amaranth St. Electrical 2052 2052 2082 31 Sub-Total Grand Valley $19 Sanitary - Gravity Main Inventory $ 36. 33 $ 356. 08 #REF! Fixed Asset # Subtype Street Name NAME FROM TO Asset Name Diameter Length (m) Material Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Condition from Town Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure 12498.6 63.5 36.2 $1,193,679 $114,853 $1,078,827 $4,484,227 6.3 2911 2911 Storm/Sanitary - Gravity Main Main Street Main Street Spruyt Avenue Fife Road Sanitary Sewer - Main Street 200 34.9 PVC 1969 100 49 51 $ 547 $ 279 $268 $12,215 5 5 Average Possible Moderate 2912 2912 Storm/Sanitary - Gravity Main Fife Road Fife Road Main Street Joyce Court Sanitary Sewer - Fife Road 200 61.9 PVC 1969 100 49 51 $ 1,224 $ 624 $600 $21,665 5 5 Average Possible Moderate 2913 2913 Storm/Sanitary - Gravity Main Main Street Main Street Webb Street Spruyt Avenue Sanitary Sewer - Main Street 200 66.6 PVC 1969 100 49 51 $ 1,240 $ 632 $608 $23,310 5 5 Average Possible Moderate 2914 2914 Storm/Sanitary - Gravity Main Spruyt Avenue Spruyt Avenue Main Street Crozier Street Sanitary Sewer - Spruyt Avenue 200 122.6 PVC 1969 100 49 51 $ 2,304 $ 1,175 $1,129 $42,910 5 5 Average Possible Moderate 2915 2915 Storm/Sanitary - Gravity Main Main Street Main Street Webb Street Spruyt Avenue Sanitary Sewer - Main Street 200 64.4 PVC 1969 100 49 51 $ 1,187 $ 605 $582 $22,540 5 5 Average Possible Moderate 2916 2916 Storm/Sanitary - Gravity Main Main Street Main Street Amaranth Street Webb Street Sanitary Sewer - Main Street 200 90.7 PVC 1969 100 49 51 $ 1,686 $ 860 $826 $31,745 5 5 Average Possible Moderate 2917 2917 Storm/Sanitary - Gravity Main Main Street Main Street Amaranth Street Webb Street Sanitary Sewer - Main Street 200 91.7 PVC 1969 100 49 51 $ 1,708 $ 871 $837 $32,095 5 5 Average Possible Moderate 2918 2918 Storm/Sanitary - Gravity Main Main Street Main Street Webb Street Spruyt Avenue Sanitary Sewer - Main Street 200 95.2 PVC 1969 100 49 51 $ 1,720 $ 877 $843 $33,320 5 5 Average Possible Moderate 2919 2919 Storm/Sanitary - Gravity Main Main Street Main Street Spruyt Avenue Fife Road Sanitary Sewer - Main Street 200 121.9 PVC 1969 100 49 51 $ 2,368 $ 1,208 $1,160 $42,665 5 5 Average Possible Moderate 2920 2920 Storm/Sanitary - Gravity Main Webb Street Webb Street Main Street Crozier Street Sanitary Sewer - Webb Street 200 88.6 PVC 1969 100 49 51 $ 1,665 $ 849 $816 $31,010 5 5 Average Possible Moderate 2921 2921 Storm/Sanitary - Gravity Main Concession Road 2-3 Concession Road 2-3 Bielby Street 162m East Of Bielby Street Sanitary Sewer - Concession Road 2-3 200 80.6 PVC 1969 100 49 51 $ 1,515 $ 773 $742 $28,210 5 5 Average Possible Moderate 2923 2923 Storm/Sanitary - Gravity Main Main Street Main Street Mill Street Amaranth Street Sanitary Sewer - Main Street 200 65.4 PVC 1969 100 49 51 $ 1,223 $ 624 $599 $22,890 5 5 Average Possible Moderate 2924 2924 Storm/Sanitary - Gravity Main Main Street Main Street Amaranth Street Webb Street Sanitary Sewer - Main Street 200 91.3 PVC 1969 100 49 51 $ 1,700 $ 867 $833 $31,955 5 5 Average Possible Moderate 2925 2925 Storm/Sanitary - Gravity Main Crozier Street Crozier Street Amaranth Street Gier Street Sanitary Sewer - Crozier Street 200 117.7 PVC 1969 100 49 51 $ 2,211 $ 1,128 $1,084 $41,195 5 5 Average Possible Moderate 2926 2926 Storm/Sanitary - Gravity Main River Street River Street Cooper Street End Sanitary Sewer - River Street 150 124.4 PVC 1969 100 49 51 $ 2,337 $ 1,192 $1,145 $37,320 5 5 Average Possible Moderate 2930 2930 Storm/Sanitary - Gravity Main Scott Street Scott Street Bielby Street End (west) Sanitary Sewer - Scott Street 200 116.5 PVC 1969 100 49 51 $ 2,189 $ 1,116 $1,072 $40,775 5 5 Average Possible Moderate 2931 2931 Storm/Sanitary - Gravity Main Bielby Street Bielby Street Gier Street Scott Street Sanitary Sewer - Bielby Street 200 87.6 PVC 1969 100 49 51 $ 1,582 $ 807 $775 $30,660 5 5 Average Possible Moderate 2932 2932 Storm/Sanitary - Gravity Main Bielby Street Bielby Street Amaranth Street Gier Street Sanitary Sewer - Bielbe Street 200 77.5 PVC 1969 100 49 51 $ 1,485 $ 758 $728 $27,125 5 5 Average Possible Moderate 2933 2933 Storm/Sanitary - Gravity Main Gier Street Gier Street Crozier Street Bielby Street Sanitary Sewer - Geir Street 200 89 PVC 1969 100 49 51 $ 1,673 $ 853 $820 $31,150 5 5 Average Possible Moderate 2934 2934 Storm/Sanitary - Gravity Main Bielby Street Bielby Street Gier Street Scott Street Sanitary Sewer - Bielby Street 200 80.8 PVC 1969 100 49 51 $ 1,506 $ 768 $738 $28,280 5 5 Average Possible Moderate 2935 2935 Storm/Sanitary - Gravity Main Crozier Street Crozier Street Webb Street Baker Court Sanitary Sewer - Crozier Street 200 68.4 PVC 1969 100 49 51 $ 1,285 $ 655 $629 $23,940 5 5 Average Possible Moderate 2936 2936 Storm/Sanitary - Gravity Main Scott Street Scott Street Bielby Street End (west) Sanitary Sewer - Scott Street 200 43.1 PVC 1969 100 49 51 $ 775 $ 395 $380 $15,085 5 5 Average Possible Moderate 2937 2937 Storm/Sanitary - Gravity Main Crozier Street Crozier Street Gier Street Webb Street Sanitary Sewer - Crozier Street 200 60.1 PVC 1969 100 49 51 $ 1,130 $ 576 $554 $21,035 5 5 Average Possible Moderate 2938 2938 Storm/Sanitary - Gravity Main Gier Street Gier Street Crozier Street Bielby Street Sanitary Sewer - Geir Street 200 86.2 PVC 1969 100 49 51 $ 1,601 $ 817 $784 $30,170 5 5 Average Possible Moderate 2939 2939 Storm/Sanitary - Gravity Main Scott Street Scott Street Bielby Street End (west) Sanitary Sewer - Scott Street 200 46.3 PVC 1969 100 49 51 $ 903 $ 461 $443 $16,205 5 5 Average Possible Moderate 2940 2940 Storm/Sanitary - Gravity Main Crozier Street Crozier Street Gier Street Webb Street Sanitary Sewer - Crozier Street 200 56.4 PVC 1969 100 49 51 $ 1,060 $ 541 $519 $19,740 5 5 Average Possible Moderate 2941 2941 Storm/Sanitary - Gravity Main Gier Street Gier Street Crozier Street Bielby Street Sanitary Sewer - Geir Street 200 87.6 PVC 1969 100 49 51 $ 1,665 $ 849 $816 $30,660 5 5 Average Possible Moderate 2942 2942 Storm/Sanitary - Gravity Main Scott Street Scott Street Bielby Street End (west) Sanitary Sewer - Scott Street 200 119.3 PVC 1969 100 49 51 $ 2,228 $ 1,136 $1,092 $41,755 5 5 Average Possible Moderate 2943 2943 Storm/Sanitary - Gravity Main Amaranth Street Amaranth Street Emma Street Main Street Sanitary Sewer - Amaranth Street 200 79.5 PVC 1969 100 49 51 $ 1,487 $ 758 $729 $27,825 5 5 Average Possible Moderate 2944 2944 Storm/Sanitary - Gravity Main Mill Street Mill Street Leeson Street Emma Street Sanitary Sewer - Mill Street 200 59.3 PVC 1969 100 49 51 $ 1,071 $ 546 $525 $20,755 5 5 Average Possible Moderate 2945 2945 Storm/Sanitary - Gravity Main Emma Street Emma Street Mill Street Amaranth Street Sanitary Sewer - Emma Street 200 64.1 PVC 1969 100 49 51 $ 1,211 $ 618 $593 $22,435 5 5 Average Possible Moderate 2946 2946 Storm/Sanitary - Gravity Main Main Street Main Street River Street George Street Sanitary Sewer - Main Street 200 91.3 PVC 1969 100 49 51 $ 1,675 $ 854 $821 $31,955 5 5 Average Possible Moderate 2947 2947 Storm/Sanitary - Gravity Main Main Street Main Street River Street George Street Sanitary Sewer - Main Street 200 81.2 PVC 1969 100 49 51 $ 1,526 $ 778 $748 $28,420 5 5 Average Possible Moderate 2949 2949 Storm/Sanitary - Gravity Main Emma Street Emma Street William Street Mill Street Sanitary Sewer - Emma Street 200 67 PVC 1969 100 49 51 $ 1,352 $ 690 $663 $23,450 5 5 Average Possible Moderate 2950 2950 Storm/Sanitary - Gravity Main Leeson Street Leeson Street 175m S Of Mill Street Mill Street Sanitary Sewer - Lesson Street 200 112.9 PVC 1969 100 49 51 $ 2,052 $ 1,046 $1,005 $39,515 5 5 Average Possible Moderate 2951 2951 Storm/Sanitary - Gravity Main Leeson Street Leeson Street Amaranth Street Douglas Street Sanitary Sewer - Lesson Street 200 66.7 PVC 1969 100 49 51 $ 1,286 $ 656 $630 $23,345 5 5 Average Possible Moderate 2952 2952 Storm/Sanitary - Gravity Main Leeson Street Leeson Street Amaranth Street Douglas Street Sanitary Sewer - Lesson Street 200 57.5 PVC 1969 100 49 51 $ 1,052 $ 537 $515 $20,125 5 5 Average Possible Moderate 2953 2953 Storm/Sanitary - Gravity Main Emma Street Emma Street Amaranth Street Douglas Street Sanitary Sewer - Emma Street 200 89.2 PVC 1969 100 49 51 $ 1,648 $ 841 $808 $31,220 5 5 Average Possible Moderate 2954 2954 Storm/Sanitary - Gravity Main Main Street Main Street George Street Parkview Street Sanitary Sewer - Main Street 200 99.7 PVC 1969 100 49 51 $ 1,873 $ 955 $918 $34,895 5 5 Average Possible Moderate 2955 2955 Storm/Sanitary - Gravity Main George Street George Street Main Street Cooper Street Sanitary Sewer - George Street 200 73.1 PVC 1969 100 49 51 $ 1,361 $ 694 $667 $25,585 5 5 Average Possible Moderate 2956 2956 Storm/Sanitary - Gravity Main River Street River Street Main Street Cooper Street Sanitary Sewer - River Street 200 101.5 PVC 1969 100 49 51 $ 1,933 $ 986 $947 $35,525 5 5 Average Possible Moderate 2957 2957 Storm/Sanitary - Gravity Main Concession Road 2-3 Concession Road 2-3 Bielby Street 162m East Of Bielby Street Sanitary Sewer - Concession Road 2-3 200 83.9 PVC 1969 100 49 51 $ 1,577 $ 804 $773 $29,365 5 5 Average Possible Moderate 2958 2958 Storm/Sanitary - Gravity Main Scott Street Scott Street Bielby Street End (west) Sanitary Sewer - Scott Street 200 9.5 PVC 1969 100 49 51 $ 178 $ 91 $87 $3,325 5 5 Average Possible Moderate 2959 2959 Storm/Sanitary - Gravity Main Cooper Street Cooper Street River Street George Street Sanitary Sewer - Cooper Street 200 19.2 PVC 1969 100 49 51 $ 328 $ 168 $161 $6,720 5 5 Average Possible Moderate 2960 2960 Storm/Sanitary - Gravity Main Cooper Street Cooper Street River Street George Street Sanitary Sewer - Cooper Street 200 79.2 PVC 1969 100 49 51 $ 1,479 $ 754 $725 $27,720 5 5 Average Possible Moderate 2961 2961 Storm/Sanitary - Gravity Main Cooper Street Cooper Street Parkview Street End Sanitary Sewer - Cooper Street 200 91 PVC 1969 100 49 51 $ 1,678 $ 856 $822 $31,850 5 5 Average Possible Moderate 2962 2962 Storm/Sanitary - Gravity Main Cooper Street Cooper Street George Street Parkview Street Sanitary Sewer - Cooper Street 200 99.8 PVC 1969 100 49 51 $ 1,872 $ 955 $918 $34,930 5 5 Average Possible Moderate 2963 2963 Storm/Sanitary - Gravity Main Cooper Street Cooper Street River Street George Street Sanitary Sewer - Cooper Street 200 79.7 PVC 1969 100 49 51 $ 1,476 $ 753 $723 $27,895 5 5 Average Possible Moderate 2964 2964 Storm/Sanitary - Gravity Main Emma Street Emma Street Amaranth Street Douglas Street Sanitary Sewer - Emma Street 200 69.4 PVC 1969 100 49 51 $ 1,310 $ 668 $642 $24,290 5 5 Average Possible Moderate 2965 2965 Storm/Sanitary - Gravity Main Amaranth Street Amaranth Street Emma Street Main Street Sanitary Sewer - Amaranth Street 200 58.7 PVC 1969 100 49 51 $ 1,107 $ 565 $543 $20,545 5 5 Average Possible Moderate 2966 2966 Storm/Sanitary - Gravity Main Mill Street Mill Street Emma Street Main Street Sanitary Sewer - Mill Street 200 66.1 PVC 1969 100 49 51 $ 1,272 $ 649 $624 $23,135 5 5 Average Possible Moderate 2967 2967 Storm/Sanitary - Gravity Main Mill Street Mill Street Emma Street Main Street Sanitary Sewer - Mill Street 200 74.5 PVC 1969 100 49 51 $ 1,375 $ 701 $674 $26,075 5 5 Average Possible Moderate 2968 2968 Storm/Sanitary - Gravity Main Amaranth Street Amaranth Street Leeson Street Emma Street Sanitary Sewer - Amaranth Street 200 76.3 PVC 1969 100 49 51 $ 1,434 $ 731 $703 $26,705 5 5 Average Possible Moderate 2969 2969 Storm/Sanitary - Gravity Main Emma Street Emma Street Mill Street Amaranth Street Sanitary Sewer - Emma Street 200 64.9 PVC 1969 100 49 51 $ 1,213 $ 619 $595 $22,715 5 5 Average Possible Moderate 2970 2970 Storm/Sanitary - Gravity Main Concession Road 2-3 Concession Road 2-3 Sideroad 28-29 Leeson Street Sanitary Sewer - Concession Road 2-3 200 94.2 PVC 1969 100 49 51 $ 1,736 $ 886 $851 $32,970 5 5 Average Possible Moderate 2971 2971 Storm/Sanitary - Gravity Main Leeson Street Leeson Street 175m S Of Mill Street Mill Street Sanitary Sewer - Lesson Street 200 10.4 PVC 1969 100 49 51 $ 191 $ 97 $94 $3,640 5 5 Average Possible Moderate 2972 2972 Storm/Sanitary - Gravity Main Mill Street Mill Street Leeson Street Emma Street Sanitary Sewer - Mill Street 200 59.6 PVC 1969 100 49 51 $ 1,140 $ 581 $558 $20,860 5 5 Average Possible Moderate 2973 2973 Storm/Sanitary - Gravity Main Mill Street Mill Street Leeson Street End Sanitary Sewer - Mill Street 200 9.7 PVC 1969 100 49 51 $ 225 $ 115 $110 $3,395 5 5 Average Possible Moderate 2974 2974 Storm/Sanitary - Gravity Main Leeson Street Leeson Street Mill Street Amaranth Street Sanitary Sewer - Lesson Street 200 122 PVC 1969 100 49 51 $ 2,294 $ 1,170 $1,124 $42,700 5 5 Average Possible Moderate 2975 2975 Storm/Sanitary - Gravity Main Scott Street Scott Street Bielby Street End (west) Sanitary Sewer - Scott Street 200 51.8 PVC 1969 100 49 51 $ 974 $ 497 $477 $18,130 5 5 Average Possible Moderate 2976 2976 Storm/Sanitary - Gravity Main Scott Street Scott Street Bielby Street End (west) Sanitary Sewer - Scott Street 200 61.2 PVC 1969 100 49 51 $ 1,204 $ 614 $590 $21,420 5 5 Average Possible Moderate Grand Valley $19 Sanitary - Gravity Main Inventory $ 36. 33 $ 356. 08 #REF! Fixed Asset # Subtype Street Name NAME FROM TO Asset Name Diameter Length (m) Material Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Condition from Town Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure 12498.6 63.5 36.2 $1,193,679 $114,853 $1,078,827 $4,484,227 6.3 2977 2977 Storm/Sanitary - Gravity Main Scott Street Scott Street Bielby Street End (west) Sanitary Sewer - Scott Street 200 20.9 PVC 1969 100 49 51 $ 394 $ 201 $193 $7,315 5 5 Average Possible Moderate 2978 2978 Storm/Sanitary - Gravity Main Crozier Street Crozier Street Gier Street Webb Street Sanitary Sewer - Crozier Street 200 68.7 PVC 1969 100 49 51 $ 1,290 $ 658 $632 $24,045 5 5 Average Possible Moderate 2979 2979 Storm/Sanitary - Gravity Main Amaranth Street Amaranth Street Crozier Street Pondsford Street Sanitary Sewer - Amaranth Street 200 62 PVC 1969 100 49 51 $ 1,137 $ 580 $557 $21,700 5 5 Average Possible Moderate 2980 2980 Storm/Sanitary - Gravity Main Amaranth Street Amaranth Street King Street Crozier Street Sanitary Sewer - Amaranth Street 200 37.9 PVC 1969 100 49 51 $ 713 $ 364 $349 $13,265 5 5 Average Possible Moderate 2981 2981 Storm/Sanitary - Gravity Main Amaranth Street Amaranth Street Main Street King Street Sanitary Sewer - Amaranth Street 200 67.3 PVC 1969 100 49 51 $ 1,265 $ 645 $620 $23,555 5 5 Average Possible Moderate 2982 2982 Storm/Sanitary - Gravity Main King Street King Street Mill Street Amaranth Street Sanitary Sewer - King Street 200 84 PVC 1969 100 49 51 $ 1,554 $ 792 $761 $29,400 5 5 Average Possible Moderate 2983 2983 Storm/Sanitary - Gravity Main King Street King Street Mill Street Amaranth Street Sanitary Sewer - King Street 200 84.4 PVC 1969 100 49 51 $ 1,573 $ 802 $771 $29,540 5 5 Average Possible Moderate 2984 2984 Storm/Sanitary - Gravity Main Park view Street Park View Street Main Street Cooper Street Sanitary Sewer - Parkview Street 200 76.9 PVC 1969 100 49 51 $ 1,428 $ 728 $700 $26,915 5 5 Average Possible Moderate 2985 2985 Storm/Sanitary - Gravity Main Concession Road 2-3 Concession Road 2-3 Bielby Street 162m East Of Bielby Street Sanitary Sewer - Concession Road 2-3 200 9.3 PVC 1969 100 49 51 $ 174 $ 89 $85 $3,255 5 5 Average Possible Moderate 2990 2990 Storm/Sanitary - Gravity Main Cooper Street Cooper Street River Street George Street Sanitary Sewer - Cooper Street 200 61.9 PVC 1969 100 49 51 $ 1,148 $ 585 $562 $21,665 5 5 Average Possible Moderate 2991 2991 Storm/Sanitary - Gravity Main Emma Street Emma Street Amaranth Street Douglas Street Sanitary Sewer - Emma Street 200 62.3 PVC 1969 100 49 51 $ 1,171 $ 597 $574 $21,805 5 5 Average Possible Moderate 2992 2992 Storm/Sanitary - Gravity Main Main Street Main Street Mill Street Amaranth Street Sanitary Sewer - Main Street 200 103.3 PVC 1969 100 49 51 $ 1,965 $ 1,002 $963 $36,155 5 5 Average Possible Moderate 2994 2994 Storm/Sanitary - Gravity Main Main Street Main Street Webb Street Spruyt Avenue Sanitary Sewer - Main Street 200 8.8 PVC 1969 100 49 51 $ 166 $ 85 $81 $3,080 5 5 Average Possible Moderate 2995 2995 Storm/Sanitary - Gravity Main Fife Road Fife Road Joyce Court Crozier Street Sanitary Sewer - Fife Road 200 95.8 PVC 1969 100 49 51 $ 1,800 $ 918 $882 $33,530 5 5 Average Possible Moderate 2996 2996 Storm/Sanitary - Gravity Main Fife Road Fife Road Mary Court End (cul-de-sac) Sanitary Sewer - Fife Road 200 30 PVC 1969 100 49 51 $ 526 $ 268 $258 $10,500 5 5 Average Possible Moderate 2997 2997 Storm/Sanitary - Gravity Main Fife Road Fife Road Crozier Street Mary Court Sanitary Sewer - Fife Road 200 88.6 PVC 1969 100 49 51 $ 1,630 $ 831 $799 $31,010 5 5 Average Possible Moderate 2998 2998 Storm/Sanitary - Gravity Main Mary Court Mary Court Fife Road End (cul-de-sac) Sanitary Sewer - Mary Court 200 56.3 PVC 1969 100 49 51 $ 891 $ 454 $436 $19,705 5 5 Average Possible Moderate 2999 2999 Storm/Sanitary - Gravity Main Joyce Court Joyce Court Fife Road End (cul-de-sac) Sanitary Sewer - Joyce Court 200 64.9 PVC 1969 100 49 51 $ 1,196 $ 610 $586 $22,715 5 5 Average Possible Moderate 3000 3000 Storm/Sanitary - Gravity Main Main Street Main Street Spruyt Avenue Fife Road Sanitary Sewer - Main Street 200 14 PVC 1969 100 49 51 $ 263 $ 134 $129 $4,900 5 5 Average Possible Moderate 3001 3001 Storm/Sanitary - Gravity Main Crozier Street Crozier Street Spruyt Avenue Fife Road Sanitary Sewer - Crozier Street 200 62.4 PVC 1969 100 49 51 $ 1,158 $ 591 $567 $21,840 5 5 Average Possible Moderate 3002 3002 Storm/Sanitary - Gravity Main Crozier Street Crozier Street Spruyt Avenue Fife Road Sanitary Sewer - Crozier Street 200 74.9 PVC 1969 100 49 51 $ 1,443 $ 736 $707 $26,215 5 5 Average Possible Moderate 3003 3003 Storm/Sanitary - Gravity Main Crozier Street Crozier Street Baker Court Spruyt Avenue Sanitary Sewer - Crozier Street 200 57.6 PVC 1969 100 49 51 $ 1,198 $ 611 $587 $20,160 5 5 Average Possible Moderate 3004 3004 Storm/Sanitary - Gravity Main Baker Court Baker Court Crozier Street End Sanitary Sewer - Baker Court 200 44.6 PVC 1969 100 49 51 $ 839 $ 428 $411 $15,610 5 5 Average Possible Moderate 3005 3005 Storm/Sanitary - Gravity Main Crozier Street Crozier Street Webb Street Baker Court Sanitary Sewer - Crozier Street 200 36.3 PVC 1969 100 49 51 $ 682 $ 348 $334 $12,705 5 5 Average Possible Moderate 3006 3006 Storm/Sanitary - Gravity Main Scott Street Scott Street Bielby Street End (west) Sanitary Sewer - Scott Street 200 55 PVC 1969 100 49 51 $ 1,033 $ 527 $506 $19,250 5 5 Average Possible Moderate 3007 3007 Storm/Sanitary - Gravity Main Leeson Street Leeson Street 175m S Of Mill Street Mill Street Sanitary Sewer - Lesson Street 250 100.1 PVC 1969 100 49 51 $ 2,017 $ 1,029 $988 $37,538 5 5 Average Possible Moderate 3008 3008 Storm/Sanitary - Gravity Main Leeson Street Leeson Street 175m S Of Mill Street Mill Street Sanitary Sewer - Lesson Street 250 100.2 PVC 1969 100 49 51 $ 2,000 $ 1,020 $980 $37,575 5 5 Average Possible Moderate 3009 3009 Storm/Sanitary - Gravity Main Leeson Street Leeson Street 175m S Of Mill Street Mill Street Sanitary Sewer - Lesson Street 250 78.3 PVC 1969 100 49 51 $ 1,600 $ 816 $784 $29,363 5 5 Average Possible Moderate 3010 3010 Storm/Sanitary - Gravity Main Leeson Street Leeson Street 175m S Of Mill Street Mill Street Sanitary Sewer - Lesson Street 250 43.6 PVC 1969 100 49 51 $ 888 $ 453 $435 $16,350 5 5 Average Possible Moderate 3011 3011 Storm/Sanitary - Gravity Main Leeson Street Leeson Street 175m S Of Mill Street Mill Street Sanitary Sewer - Lesson Street 250 50.7 PVC 1969 100 49 51 $ 1,039 $ 530 $509 $19,013 5 5 Average Possible Moderate 3012 3012 Storm/Sanitary - Gravity Main Main Street Main Street Water Street River Street Sanitary Sewer - Main Street 250 64 PVC 1969 100 49 51 $ 1,271 $ 648 $623 $24,000 5 5 Average Possible Moderate 3013 3013 Storm/Sanitary - Gravity Main Amaranth Street Amaranth Street Pondsford Street Bielby Street Sanitary Sewer - Amaranth Street 250 83.4 PVC 1969 100 49 51 $ 1,647 $ 840 $807 $31,275 5 5 Average Possible Moderate 3014 3014 Storm/Sanitary - Gravity Main Amaranth Street Amaranth Street Pondsford Street Bielby Street Sanitary Sewer - Amaranth Street 250 83.1 PVC 1969 100 49 51 $ 1,653 $ 843 $810 $31,163 5 5 Average Possible Moderate 3015 3015 Storm/Sanitary - Gravity Main Amaranth Street Amaranth Street Pondsford Street Bielby Street Sanitary Sewer - Amaranth Street 250 82.7 PVC 1969 100 49 51 $ 1,648 $ 840 $808 $31,013 5 5 Average Possible Moderate 3020 3020 Storm/Sanitary - Gravity Main Emma Street Emma Street Water Street William Street Sanitary Sewer - Emma Street 200 68.1 PVC 1969 100 49 51 $ 1,279 $ 652 $626 $23,835 5 5 Average Possible Moderate 3021 3021 Storm/Sanitary - Gravity Main George Street George Street George Street End Sanitary Sewer - George Street 200 9.6 PVC 1969 100 49 51 $ 180 $ 92 $88 $3,360 5 5 Average Possible Moderate 3024 3024 Storm/Sanitary - Gravity Main Main Street Main Street Water Street Mill Street Sanitary Sewer - Main Street 350 62.2 PVC 1969 100 49 51 $ 2,032 $ 1,036 $996 $24,880 5 5 Average Possible Moderate 3025 3025 Storm/Sanitary - Gravity Main Water Street Water Street William Street Main Street Sanitary Sewer - Water Street 350 77 PVC 1969 100 49 51 $ 2,542 $ 1,296 $1,245 $30,800 5 5 Average Possible Moderate 3026 3026 Storm/Sanitary - Gravity Main Main Street Main Street Water Street Mill Street Sanitary Sewer - Main Street 350 65.2 PVC 1969 100 49 51 $ 2,101 $ 1,072 $1,029 $26,080 5 5 Average Possible Moderate 3027 Storm/Sanitary - Gravity Main Concession Road 2-3 Concession Road 2-3 Bielby Street 162m East Of Bielby Street Sanitary Sewer - Concession Road 2-3 250 19.8 PVC 1969 100 49 51 $ 396 $ 202 $194 $7,425 5 5 Average Possible Moderate 3028 3028 Storm/Sanitary - Gravity Main Concession Road 2-3 Concession Road 2-3 Bielby Street 162m East Of Bielby Street Sanitary Sewer - Concession Road 2-3 250 11.6 PVC 1969 100 49 51 $ 233 $ 119 $114 $4,350 5 5 Average Possible Moderate 3029 3029 Storm/Sanitary - Gravity Main Ponsford Street Ponsford Street Mill Street Amaranth Street Sanitary Sewer - Ponsford Street 250 81.8 PVC 1969 100 49 51 $ 1,652 $ 842 $809 $30,675 5 5 Average Possible Moderate 3030 3030 Storm/Sanitary - Gravity Main Ponsford Street Ponsford Street Mill Street Amaranth Street Sanitary Sewer - Ponsford Street 250 84.3 PVC 1969 100 49 51 $ 1,662 $ 848 $815 $31,613 5 5 Average Possible Moderate 3031 3031 Storm/Sanitary - Gravity Main Mill Street Mill Street King Street Pondsford Street Sanitary Sewer - Mill Street 250 97.9 PVC 1969 100 49 51 $ 1,936 $ 988 $949 $36,713 5 5 Average Possible Moderate 3032 3032 Storm/Sanitary - Gravity Main Mill Street Mill Street Main Street King Street Sanitary Sewer - Mill Street 250 105.7 PVC 1969 100 49 51 $ 2,132 $ 1,087 $1,045 $39,638 5 5 Average Possible Moderate 3033 3033 Storm/Sanitary - Gravity Main Melody Lane Melody Lane Leeson Street End Sanitary Sewer - Melody Lane 250 101.2 PVC 1969 100 49 51 $ 12,523 $ 1,844 $10,679 $37,950 5 5 Average Possible Moderate 3034 3034 Storm/Sanitary - Gravity Main Leeson Street Leeson Street Melody Lane 175 M S. Of Mill Street Sanitary Sewer - Lesson Street 250 35.2 PVC 1969 100 49 51 $ 773 $ 394 $379 $13,200 5 5 Average Possible Moderate 3035 3035 Storm/Sanitary - Gravity Main Leeson Street Leeson Street Melody Lane 175 M S. Of Mill Street Sanitary Sewer - Lesson Street 250 60.7 PVC 1969 100 49 51 $ 1,175 $ 599 $576 $22,763 5 5 Average Possible Moderate 3036 3036 Storm/Sanitary - Gravity Main Monty Avenue Monty Avenue Leeson Street End Sanitary Sewer - Monty Avenue 250 79.7 PVC 1969 100 49 51 $ 1,688 $ 861 $827 $29,888 5 5 Average Possible Moderate Grand Valley $19 Sanitary - Gravity Main Inventory $ 36. 33 $ 356. 08 #REF! Fixed Asset # Subtype Street Name NAME FROM TO Asset Name Diameter Length (m) Material Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Condition from Town Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure 12498.6 63.5 36.2 $1,193,679 $114,853 $1,078,827 $4,484,227 6.3 3037 3037 Storm/Sanitary - Gravity Main Leeson Street Leeson Street 175m S Of Mill Street Mill Street Sanitary Sewer - Lesson Street 250 89.8 PVC 1969 100 49 51 $ 1,808 $ 922 $886 $33,675 5 5 Average Possible Moderate 3038 3038 Storm/Sanitary - Gravity Main Leeson Street Leeson Street 175m S Of Mill Street Mill Street Sanitary Sewer - Lesson Street 250 84.2 PVC 1969 100 49 51 $ 1,659 $ 846 $813 $31,575 5 5 Average Possible Moderate 3039 3039 Storm/Sanitary - Gravity Main Water Street Water Street Emma Street William Street Sanitary Sewer - Water Street Outfall 400 17.2 PVC 1969 100 49 51 $ 582 $ 297 $285 $7,310 5 5 Average Possible Moderate 3040 3040 Storm/Sanitary - Gravity Main Emma Street Emma Street Water Street William Street Sanitary Sewer - Emma Street 400 81.1 PVC 1969 100 49 51 $ 2,998 $ 1,529 $1,469 $34,468 5 5 Average Possible Moderate 3041 3041 Storm/Sanitary - Gravity Main Emma Street Emma Street Water Street William Street Sanitary Sewer - Emma Street 400 10.3 PVC 1969 100 49 51 $ 312 $ 159 $153 $4,378 5 5 Average Possible Moderate 3042 3042 Storm/Sanitary - Gravity Main Emma Street Emma Street Water Street William Street Sanitary Sewer - Emma Street 400 91.6 PVC 1969 100 49 51 $ 3,063 $ 1,562 $1,501 $38,930 5 5 Average Possible Moderate 3043 3043 Storm/Sanitary - Gravity Main Emma Street Emma Street Water Street William Street Sanitary Sewer - Emma Street 400 66.9 PVC 1969 100 49 51 $ 2,263 $ 1,154 $1,109 $28,433 5 5 Average Possible Moderate 3044 3044 Storm/Sanitary - Gravity Main Emma Street Emma Street Water Street William Street Sanitary Sewer - Emma Street 400 53.1 PVC 1969 100 49 51 $ 1,748 $ 891 $857 $22,568 5 5 Average Possible Moderate 3742 3742 Storm/Sanitary - Gravity Main Leeson Street Leeson Street Amaranth Street Douglas Street Sanitary Sewer - Lesson Street 200 67.5 PVC 1969 100 49 51 $ 1,258 $ 641 $616 $23,625 5 5 Average Possible Moderate 3743 3743 Storm/Sanitary - Gravity Main Emma Street Emma Street Amaranth Street Douglas Street Sanitary Sewer - Emma Street 200 61.3 PVC 1969 100 49 51 $ 1,137 $ 580 $557 $21,455 5 5 Average Possible Moderate 4253 4253 Storm/Sanitary - Gravity Main Main Street Main Street <Null> <Null> Sanitary Sewer - Main Street 200 50.1 PVC 2012 100 92 8 $ 17,557 $ 702 $16,855 $17,535 9 9 Very Good Rare Moderate 4272 4272 Storm/Sanitary - Gravity Main Main Street Main Street North of Fife <Null> Sanitary Sewer - Main Street 150 10 PVC 2012 100 92 8 $ 5,918 $ 237 $5,682 $3,000 9 9 Very Good Rare Moderate 4702 4702 Storm/Sanitary - Gravity Main Emma St Emma St 450 mm Poly Vinyl Chloride Sanitary Sewer - Emma Street 450 13 PVC 2013 100 93 7 $5,200 $56 $5,144 $5,850 9 9 Very Good Rare Moderate 4703 4703 Storm/Sanitary - Gravity Main Main St Main St 200 mm Poly Vinyl Chloride Sanitary Sewer - Main Street 200 5.1 PVC 2012 100 92 8 $1,607 $129 $1,478 $1,785 9 9 Very Good Rare Moderate 4725 4725 Storm/Sanitary - Gravity Main William St William St 250 mm Poly Vinyl Chloride Sanitary Sewer - William Street 250 64.9 PVC 2013 100 93 7 $22,715 $483 $22,232 $24,338 9 9 Very Good Rare Moderate 4726 4726 Storm/Sanitary - Gravity Main William St William St 250 mm Poly Vinyl Chloride Sanitary Sewer - William Street 250 13.4 PVC 2013 100 93 7 $4,690 $50 $4,640 $5,025 9 9 Very Good Rare Moderate 4727 4727 Storm/Sanitary - Gravity Main William St William St 250 mm Poly Vinyl Chloride Sanitary Sewer - William Street 250 79 PVC 2013 100 93 7 $27,650 $588 $27,062 $29,625 9 9 Very Good Rare Moderate 4728 4728 Storm/Sanitary - Gravity Main William St William St 200 mm Poly Vinyl Chloride Sanitary Sewer - William Street 200 39.5 PVC 2013 100 93 7 $12,443 $265 $12,178 $13,825 9 9 Very Good Rare Moderate 4729 4729 Storm/Sanitary - Gravity Main William St William St 375 mm Poly Vinyl Chloride Sanitary Sewer - William Street 375 81.3 PVC 2013 100 93 7 $32,520 $692 $31,828 $32,520 9 9 Very Good Rare Moderate 4731 4731 Storm/Sanitary - Gravity Main Concession Rd 2-3 Concession Rd 2-3 at Taylor 250 mm Poly Vinyl Chloride Sanitary Sewer - Concession Rd 2-3 250 17.9 PVC 2013 100 93 7 $6,265 $67 $6,198 $6,713 9 9 Very Good Rare Moderate 4732 4732 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr 250 mm Poly Vinyl Chloride Sanitary Sewer - Taylor Drive 250 56.9 PVC 2013 100 93 7 $19,915 $424 $19,491 $21,338 9 9 Very Good Rare Moderate 4733 4733 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr 250 mm Poly Vinyl Chloride Sanitary Sewer - Taylor Drive 250 119.6 PVC 2013 100 93 7 $41,860 $891 $40,969 $44,850 9 9 Very Good Rare Moderate 4734 4734 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr 250 mm Poly Vinyl Chloride Sanitary Sewer - Taylor Drive 250 32 PVC 2013 100 93 7 $11,200 $238 $10,962 $12,000 9 9 Very Good Rare Moderate 4740 4740 Storm/Sanitary - Gravity Main Mill St Mill St 200 mm Poly Vinyl Chloride Sanitary Sewer - Mill Street East of Taylor Drive 200 32.8 PVC 2013 100 93 7 $10,332 $220 $10,112 $11,480 9 9 Very Good Rare Moderate 4741 4741 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr 200 mm Poly Vinyl Chloride Sanitary Sewer - Taylor Drive 200 21.6 PVC 2013 100 93 7 $6,804 $73 $6,731 $7,560 9 9 Very Good Rare Moderate 4742 4742 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr 200 mm Poly Vinyl Chloride Sanitary Sewer - Taylor Drive 200 21.5 PVC 2013 100 93 7 $6,773 $73 $6,700 $7,525 9 9 Very Good Rare Moderate 4743 4743 Storm/Sanitary - Gravity Main Mill St Mill St 200 mm Poly Vinyl Chloride Sanitary Sewer - Mill Street 200 61 PVC 2013 100 93 7 $19,215 $409 $18,806 $21,350 9 9 Very Good Rare Moderate 4744 4744 Storm/Sanitary - Gravity Main Mill St Mill St 200 mm Poly Vinyl Chloride Sanitary Sewer - Mill Street 200 25.7 PVC 2013 100 93 7 $8,096 $87 $8,008 $8,995 9 9 Very Good Rare Moderate 4745 4745 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr at south end of Storm Pond 250 mm Poly Vinyl Chloride Sanitary Sewer - William Street 250 40.5 PVC 2013 100 93 7 $14,175 $302 $13,873 $15,188 9 9 Very Good Rare Moderate 4746 4746 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr at south end of Storm Pond 200 mm Poly Vinyl Chloride Sanitary Sewer - Monty Avenue 200 13.5 PVC 2013 100 93 7 $4,253 $46 $4,207 $4,725 9 9 Very Good Rare Moderate 4747 4747 Storm/Sanitary - Gravity Main Melody Lane Melody Lane 200 mm Poly Vinyl Chloride Sanitary Sewer - Melody Lane 200 62 PVC 2013 100 93 7 $19,530 $416 $19,114 $21,700 9 9 Very Good Rare Moderate 4748 4748 Storm/Sanitary - Gravity Main Melody Lane Melody Lane 200 mm Poly Vinyl Chloride Sanitary Sewer - Melody Lane 200 16.3 PVC 2013 100 93 7 $5,135 $55 $5,079 $5,705 9 9 Very Good Rare Moderate 4749 4749 Storm/Sanitary - Gravity Main Melody Lane Melody Lane 200 mm Poly Vinyl Chloride Sanitary Sewer - Melody Lane 200 33.2 PVC 2013 100 93 7 $10,458 $223 $10,235 $11,620 9 9 Very Good Rare Moderate 4750 4750 Storm/Sanitary - Gravity Main West off Taylor St West off Taylor St Taylor St West 200 mm Poly Vinyl Chloride Sanitary Sewer - <Null> 200 57.6 PVC 2013 100 93 7 $18,144 $386 $17,758 $20,160 9 9 Very Good Rare Moderate 4751 4751 Storm/Sanitary - Gravity Main Street 14 Street 14 200 mm Poly Vinyl Chloride Sanitary Sewer - Street 14 200 54.5 PVC 2013 100 93 7 $17,168 $365 $16,802 $19,075 9 9 Very Good Rare Moderate 4752 4752 Storm/Sanitary - Gravity Main Mill St Mill St 200 mm Poly Vinyl Chloride Sanitary Sewer - Mill Street 200 9.8 PVC 2013 100 93 7 $3,087 $33 $3,054 $3,430 9 9 Very Good Rare Moderate 4792 4792 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr 200 mm Poly Vinyl Chloride Sanitary Sewer - Taylor Drive 200 10 PVC 2013 100 93 7 $3,150 $34 $3,116 $3,500 9 9 Very Good Rare Moderate Grand Valley $19 Sanitary - Gravity Main Inventory $ 36. 33 $ 356. 08 #REF! Fixed Asset # Subtype Street Name NAME FROM TO Asset Name Diameter Length (m) Material Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Condition from Town Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure 12498.6 63.5 36.2 $1,193,679 $114,853 $1,078,827 $4,484,227 6.3 4799 4799 Storm/Sanitary - Gravity Main Emma St Emma St 525 mm Poly Vinyl Chloride Sanitary Sewer - Emma Street 525 6 PVC 2013 100 93 7 $2,700 $189 $2,511 $3,000 9 9 Very Good Rare Moderate 4800 4800 Storm/Sanitary - Gravity Main Emma St Emma St 525 mm Poly Vinyl Chloride Sanitary Sewer - Emma Street 525 26.5 PVC 2013 100 93 7 $11,925 $835 $11,090 $13,250 9 9 Very Good Rare Moderate 4841 4841 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr 250 mm Poly Vinyl Chloride Sanitary Sewer - Taylor Drive 250 23.9 PVC 2013 100 93 7 $8,365 $90 $8,275 $8,963 9 9 Very Good Rare Moderate 4842 4842 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr 250 mm Poly Vinyl Chloride Sanitary Sewer - Taylor Drive 250 74.9 PVC 2013 100 93 7 $26,215 $558 $25,657 $28,088 9 9 Very Good Rare Moderate 4843 4843 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr 200 mm Poly Vinyl Chloride Sanitary Sewer - Taylor Drive 200 67.1 PVC 2013 100 93 7 $21,137 $450 $20,687 $23,485 9 9 Very Good Rare Moderate 4844 4844 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr 250 mm Poly Vinyl Chloride Sanitary Sewer - Taylor Drive 250 36.5 PVC 2013 100 93 7 $12,775 $272 $12,503 $13,688 9 9 Very Good Rare Moderate 4855 4855 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr 200 mm Poly Vinyl Chloride Sanitary Sewer - Taylor Drive 200 83.6 PVC 2013 100 93 7 $26,334 $560 $25,774 $29,260 9 9 Very Good Rare Moderate 4856 4856 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr 200 mm Poly Vinyl Chloride Sanitary Sewer - Taylor Drive 200 79.2 PVC 2013 100 93 7 $24,948 $531 $24,417 $27,720 9 9 Very Good Rare Moderate 4857 4857 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr 200 mm Poly Vinyl Chloride Sanitary Sewer - Taylor Drive 200 110.3 PVC 2013 100 93 7 $34,745 $739 $34,005 $38,605 9 9 Very Good Rare Moderate 4858 4858 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr 200 mm Poly Vinyl Chloride Sanitary Sewer - Taylor Drive 200 65.2 PVC 2013 100 93 7 $20,538 $437 $20,101 $22,820 9 9 Very Good Rare Moderate 4859 4859 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr 200 mm Poly Vinyl Chloride Sanitary Sewer - Taylor Drive 200 65.5 PVC 2013 100 93 7 $20,633 $439 $20,194 $22,925 9 9 Very Good Rare Moderate 4860 4860 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr 200 mm Poly Vinyl Chloride Sanitary Sewer - Taylor Drive 200 110.2 PVC 2013 100 93 7 $34,713 $739 $33,974 $38,570 9 9 Very Good Rare Moderate 4861 4861 Storm/Sanitary - Gravity Main Taylor Dr Taylor Dr 200 mm Poly Vinyl Chloride Sanitary Sewer - Taylor Drive 200 70.6 PVC 2013 100 93 7 $22,239 $473 $21,766 $24,710 9 9 Very Good Rare Moderate 4862 4862 Storm/Sanitary - Gravity Main Emma St Emma St 525 mm Poly Vinyl Chloride Sanitary Sewer - Emma Street 525 29 PVC 2013 100 93 7 $13,050 $914 $12,137 $14,500 9 9 Very Good Rare Moderate 4863 4863 Storm/Sanitary - Gravity Main Emma St Emma St 525 mm Poly Vinyl Chloride Sanitary Sewer - Emma Street 525 3.4 PVC 2013 100 93 7 $1,530 $107 $1,423 $1,700 9 9 Very Good Rare Moderate 5288 5288 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 450 mm - Sanitary Sewer Outfall - Wastewater Treatment Plant - Industrial Road 450 2.3 Poly Vinyl C 2013 100 93 7 $920 $64 $856 $1,035 9 9 Very Good Rare Moderate 5289 5289 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 200 mm - Sanitary Sewer - Wastewater Treatment Plant - Industrial Road 200 68 Poly Vinyl C 2013 100 93 7 $21,420 $1,499 $19,921 $23,800 9 9 Very Good Rare Moderate 5290 5290 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 200 mm - Sanitary Sewer - Wastewater Treatment Plant - Industrial Road 200 34.2 Poly Vinyl C 2013 100 93 7 $10,773 $754 $10,019 $11,970 9 9 Very Good Rare Moderate 5292 5292 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 150 mm - Sanitary Sewer Overflow - Wastewater Treatment Plant - Industrial Road 150 6.7 Poly Vinyl C 2013 100 93 7 $1,675 $117 $1,558 $2,010 9 9 Very Good Rare Moderate 5293 5293 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 150 mm - Sanitary Sewer - Wastewater Treatment Plant - Industrial Road 150 25.9 Ductile Iron 2013 50 43 7 $6,475 $907 $5,569 $7,770 9 9 Very Good Rare Moderate 5294 5294 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 200 mm - Sanitary Sewer - Wastewater Treatment Plant - Industrial Road 200 18.9 Poly Vinyl C 2013 100 93 7 $5,954 $417 $5,537 $6,615 9 9 Very Good Rare Moderate 5296 5296 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 200 mm - Sanitary Sewer Overflow - Wastewater Treatment Plant - Industrial Road 200 24 Poly Vinyl C 2013 100 93 7 $7,560 $529 $7,031 $8,400 9 9 Very Good Rare Moderate 5298 5298 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 450 mm - Sanitary Sewer Outfall - Wastewater Treatment Plant - Industrial Road 450 42.2 Poly Vinyl C 2013 100 93 7 $16,880 $1,182 $15,698 $18,990 9 9 Very Good Rare Moderate 5300 5300 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 200 mm - Sanitary Sewer - Wastewater Treatment Plant - Industrial Road 200 3.9 Poly Vinyl C 2013 100 93 7 $1,229 $86 $1,143 $1,365 9 9 Very Good Rare Moderate 5302 5302 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 200 mm - Sanitary Sewer - Wastewater Treatment Plant - Industrial Road 200 22.4 Poly Vinyl C 2013 100 93 7 $7,056 $494 $6,562 $7,840 9 9 Very Good Rare Moderate 5304 5304 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 200 mm - Sanitary Sewer - Wastewater Treatment Plant - Industrial Road 200 5.9 Poly Vinyl C 2013 100 93 7 $1,859 $130 $1,728 $2,065 9 9 Very Good Rare Moderate 5305 5305 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 300 mm - Sanitary Sewer - Wastewater Treatment Plant - Industrial Road 300 25.7 Ductile Iron 2013 50 43 7 $8,995 $1,259 $7,736 $9,638 9 9 Very Good Rare Moderate 5306 5306 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 200 mm - Sanitary Sewer - Wastewater Treatment Plant - Industrial Road 200 6.9 Poly Vinyl C 2013 100 93 7 $2,174 $152 $2,021 $2,415 9 9 Very Good Rare Moderate 5307 5307 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 300 mm - Sanitary Sewer - Wastewater Treatment Plant - Industrial Road 300 11.8 Poly Vinyl C 2013 100 93 7 $4,130 $289 $3,841 $4,425 9 9 Very Good Rare Moderate 5308 5308 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 450 mm - Sanitary Sewer Outfall - Wastewater Treatment Plant - Industrial Road 450 35.9 Poly Vinyl C 2013 100 93 7 $14,360 $1,005 $13,355 $16,155 9 9 Very Good Rare Moderate 5310 5310 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 450 mm - Sanitary Sewer Outfall - Wastewater Treatment Plant - Industrial Road 450 16.5 Poly Vinyl C 2013 100 93 7 $6,600 $462 $6,138 $7,425 9 9 Very Good Rare Moderate 5311 5311 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 350 mm - Sanitary Sewer - Wastewater Treatment Plant - Industrial Road 350 21.3 Poly Vinyl C 2013 100 93 7 $7,455 $522 $6,933 $8,520 9 9 Very Good Rare Moderate 5312 5312 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 200 mm - Sanitary Sewer - Filter Reject - Wastewater Treatment Plant - Industrial Road 200 34.9 Poly Vinyl C 2013 100 93 7 $10,994 $770 $10,224 $12,215 9 9 Very Good Rare Moderate 5314 5314 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 200 mm - Sanitary Sewer - Wastewater Treatment Plant - Industrial Road 200 14.6 Poly Vinyl C 2013 100 93 7 $4,599 $322 $4,277 $5,110 9 9 Very Good Rare Moderate 5316 5316 Storm/Sanitary - Gravity Main Industrial Road Industrial Road 200 mm - Sanitary Sewer - Wastewater Treatment Plant - Industrial Road 200 7 Poly Vinyl C 2013 100 93 7 $2,205 $154 $2,051 $2,450 9 9 Very Good Rare Moderate Grand Valley $19 Sanitary - Gravity Main Inventory $ 36. 33 $ 356. 08 #REF! Fixed Asset # Subtype Street Name NAME FROM TO Asset Name Diameter Length (m) Material Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Condition from Town Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure 12498.6 63.5 36.2 $1,193,679 $114,853 $1,078,827 $4,484,227 6.3 300 mm - Sanitary Sewer - Wastewater Treatment 5317 5317 Storm/Sanitary - Gravity Main Industrial Road Industrial Road Plant - Industrial Road 300 26 Ductile Iron 2013 50 43 7 $9,100 $1,274 $7,826 $9,750 9 9 Very Good Rare Moderate 200 mm - Sanitary Sewer - Wastewater Treatment 5318 5318 Storm/Sanitary - Gravity Main Industrial Road Industrial Road Plant - Industrial Road 200 7.5 Poly Vinyl C 2013 100 93 7 $2,363 $165 $2,197 $2,625 9 9 Very Good Rare Moderate 200 mm - Sanitary Sewer - Wastewater Treatment 5319 5319 Storm/Sanitary - Gravity Main Industrial Road Industrial Road Plant - Industrial Road 200 7.8 Poly Vinyl C 2013 100 93 7 $2,457 $172 $2,285 $2,730 9 9 Very Good Rare Moderate 450 mm - Sanitary Sewer Outfall - Wastewater 5320 5320 Storm/Sanitary - Gravity Main Industrial Road Industrial Road Treatment Plant - Industrial Road 450 16 Poly Vinyl C 2013 100 93 7 $6,400 $448 $5,952 $7,200 9 9 Very Good Rare Moderate 250mm - PVC Sanitary Sewer - Emma St to Old 5354 5354 Storm/Sanitary - Gravity Main Emma St Emma St Treatment Plant 250 47.3 Poly Vinyl C 2013 100 93 7 $16,555 $1,159 $15,396 $17,738 9 9 Very Good Rare Moderate 7129 7129 Storm/Sanitary - Gravity Main Beam Street Beam Street Beam Street - 200 mm PVC Sanitary 200 14.4 PVC 2015 100 94 6 $3,261 $3,261 $5,040 9 9 Very Good Rare Moderate 7130 7130 Storm/Sanitary - Gravity Main Beam Street Beam Street Beam Street - 200 mm PVC Sanitary 200 23.9 PVC 2015 100 94 6 $3,878 $3,878 $8,365 9 9 Very Good Rare Moderate 7131 7131 Storm/Sanitary - Gravity Main Beam Street Beam Street Beam Street - 200 mm PVC Sanitary 200 43.5 PVC 2015 100 94 6 $5,152 $5,152 $15,225 9 9 Very Good Rare Moderate 7132 7132 Storm/Sanitary - Gravity Main Hillborn Street Hillborn Street Hillborn Street - 200 mm PVC Sanitary 200 14.3 PVC 2015 100 94 6 $3,254 $3,254 $5,005 9 9 Very Good Rare Moderate 7133 7133 Storm/Sanitary - Gravity Main Hillborn Street Hillborn Street Hillborn Street - 200 mm PVC Sanitary 200 33.6 PVC 2015 100 94 6 $4,509 $4,509 $11,760 9 9 Very Good Rare Moderate 7134 7134 Storm/Sanitary - Gravity Main Hillborn Street Hillborn Street Hillborn Street - 200 mm PVC Sanitary 200 90.2 PVC 2015 100 94 6 $8,188 $8,188 $31,570 9 9 Very Good Rare Moderate 7135 7135 Storm/Sanitary - Gravity Main Hillborn Street Hillborn Street Hillborn Street - 200 mm PVC Sanitary 200 90.2 PVC 2015 100 94 6 $8,188 $8,188 $31,570 9 9 Very Good Rare Moderate 7136 7136 Storm/Sanitary - Gravity Main Hillborn Street Hillborn Street Hillborn Street - 200 mm PVC Sanitary 200 70.3 PVC 2015 100 94 6 $6,894 $6,894 $24,605 9 9 Very Good Rare Moderate 7137 7137 Storm/Sanitary - Gravity Main Hillborn Street Hillborn Street Hillborn Street - 200 mm PVC Sanitary 200 21.7 PVC 2015 100 94 6 $3,735 $3,735 $7,595 9 9 Very Good Rare Moderate 7138 7138 Storm/Sanitary - Gravity Main Mayberry Drive Mayberry Drive Mayberry Drive - 250 mm PVC Sanitary 250 26.7 PVC 2015 100 94 6 $4,995 $4,995 $10,013 9 9 Very Good Rare Moderate 7139 7139 Storm/Sanitary - Gravity Main Mayberry Drive Mayberry Drive Mayberry Drive - 250 mm PVC Sanitary 250 20.1 PVC 2015 100 94 6 $4,335 $4,335 $7,538 9 9 Very Good Rare Moderate 7145 7145 Storm/Sanitary - Gravity Main Beam Street Beam Street Beam Street - 200 mm PVC Sanitary 200 42.3 PVC 2015 100 94 6 $5,074 $5,074 $14,805 9 9 Very Good Rare Moderate 7146 7146 Storm/Sanitary - Gravity Main Beam Street Beam Street Beam Street - 200 mm PVC Sanitary 200 46.8 PVC 2015 100 94 6 $5,367 $5,367 $16,380 9 9 Very Good Rare Moderate 7147 7147 Storm/Sanitary - Gravity Main MacIntyre Lane MacIntyre Lane MacIntyre Lane - 200 mm PVC Sanitary 200 25.1 PVC 2015 100 94 6 $3,956 $3,956 $8,785 9 9 Very Good Rare Moderate 7148 7148 Storm/Sanitary - Gravity Main MacIntyre Lane MacIntyre Lane MacIntyre Lane - 200 mm PVC Sanitary 200 77.7 PVC 2015 100 94 6 $7,375 $7,375 $27,195 9 9 Very Good Rare Moderate 7149 7149 Storm/Sanitary - Gravity Main MacIntyre Lane MacIntyre Lane MacIntyre Lane - 200 mm PVC Sanitary 200 95.2 PVC 2015 100 94 6 $8,513 $8,513 $33,320 9 9 Very Good Rare Moderate 7150 7150 Storm/Sanitary - Gravity Main MacIntyre Lane MacIntyre Lane MacIntyre Lane - 200 mm PVC Sanitary 200 44.5 PVC 2015 100 94 6 $5,217 $5,217 $15,575 9 9 Very Good Rare Moderate 7151 7151 Storm/Sanitary - Gravity Main Mayberry Drive Mayberry Drive Mayberry Drive - 200 mm PVC Sanitary 200 80.1 PVC 2015 100 94 6 $7,531 $7,531 $28,035 9 9 Very Good Rare Moderate 7152 7152 Storm/Sanitary - Gravity Main Mayberry Drive Mayberry Drive Mayberry Drive - 200 mm PVC Sanitary 200 36.6 PVC 2015 100 94 6 $4,704 $4,704 $12,810 9 9 Very Good Rare Moderate 7153 7153 Storm/Sanitary - Gravity Main Mayberry Drive Mayberry Drive Mayberry Drive - 200 mm PVC Sanitary 200 90 PVC 2015 100 94 6 $8,175 $8,175 $31,500 9 9 Very Good Rare Moderate 7154 7154 Storm/Sanitary - Gravity Main Ritchie Drive Ritchie Drive Ritchie Drive - 200 mm PVC Sanitary 200 21 PVC 2015 100 94 6 $3,690 $3,690 $7,350 9 9 Very Good Rare Moderate 7155 7155 Storm/Sanitary - Gravity Main Ritchie Drive Ritchie Drive Ritchie Drive - 200 mm PVC Sanitary 200 28.2 PVC 2015 100 94 6 $4,158 $4,158 $9,870 9 9 Very Good Rare Moderate 7156 7156 Storm/Sanitary - Gravity Main Ritchie Drive Ritchie Drive Ritchie Drive - 200 mm PVC Sanitary 200 34.3 PVC 2015 100 94 6 $4,554 $4,554 $12,005 9 9 Very Good Rare Moderate 7157 7157 Storm/Sanitary - Gravity Main Ritchie Drive Ritchie Drive Ritchie Drive - 200 mm PVC Sanitary 200 42.5 PVC 2015 100 94 6 $5,087 $5,087 $14,875 9 9 Very Good Rare Moderate 7158 7158 Storm/Sanitary - Gravity Main Ritchie Drive Ritchie Drive Ritchie Drive - 200 mm PVC Sanitary 200 40.4 PVC 2015 100 94 6 $4,951 $4,951 $14,140 9 9 Very Good Rare Moderate 7159 7159 Storm/Sanitary - Gravity Main Ritchie Drive Ritchie Drive Ritchie Drive - 200 mm PVC Sanitary 200 48.3 PVC 2015 100 94 6 $5,464 $5,464 $16,905 9 9 Very Good Rare Moderate 7160 7160 Storm/Sanitary - Gravity Main Ritchie Drive Ritchie Drive Ritchie Drive - 200 mm PVC Sanitary 200 34.9 PVC 2015 100 94 6 $4,593 $4,593 $12,215 9 9 Very Good Rare Moderate 7161 7161 Storm/Sanitary - Gravity Main Jenkins Street Jenkins Street Jenkins Street - 200 mm PVC Sanitary 200 34 PVC 2015 100 94 6 $4,535 $4,535 $11,900 9 9 Very Good Rare Moderate 7162 7162 Storm/Sanitary - Gravity Main Ritchie Drive Ritchie Drive Ritchie Drive - 200 mm PVC Sanitary 200 11.6 PVC 2015 100 94 6 $3,079 $3,079 $4,060 9 9 Very Good Rare Moderate 7163 7163 Storm/Sanitary - Gravity Main Ritchie Drive Ritchie Drive Ritchie Drive - 200 mm PVC Sanitary 200 87.6 PVC 2015 100 94 6 $8,019 $8,019 $30,660 9 9 Very Good Rare Moderate 7164 7164 Storm/Sanitary - Gravity Main Hunt Street Hunt Street Hunt Street - 200 mm PVC Sanitary 200 90 PVC 2015 100 94 6 $8,175 $8,175 $31,500 9 9 Very Good Rare Moderate 7165 7165 Storm/Sanitary - Gravity Main Hunt Street Hunt Street Hunt Street - 200 mm PVC Sanitary 200 44.5 PVC 2015 100 94 6 $5,217 $5,217 $15,575 9 9 Very Good Rare Moderate 7166 7166 Storm/Sanitary - Gravity Main Stuckey Lane Stuckey Lane Stuckey Lane - 200 mm PVC Sanitary 200 21 PVC 2015 100 94 6 $3,690 $3,690 $7,350 9 9 Very Good Rare Moderate 7167 7167 Storm/Sanitary - Gravity Main Stuckey Lane Stuckey Lane Stuckey Lane - 200 mm PVC Sanitary 200 63.3 PVC 2015 100 94 6 $6,439 $6,439 $22,155 9 9 Very Good Rare Moderate Grand Valley $19 Sanitary - Gravity Main Inventory $ 36. 33 $ 356. 08 #REF! Fixed Asset # Subtype Street Name NAME FROM TO Asset Name Diameter Length (m) Material Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Condition from Town Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure 12498.6 63.5 36.2 $1,193,679 $114,853 $1,078,827 $4,484,227 6.3 7168 7168 Storm/Sanitary - Gravity Main Stuckey Lane Stuckey Lane Stuckey Lane - 200 mm PVC Sanitary 200 12.9 PVC 2015 100 94 6 $3,163 $3,163 $4,515 9 9 Very Good Rare Moderate 7169 7169 Storm/Sanitary - Gravity Main Stuckey Lane Stuckey Lane Stuckey Lane - 200 mm PVC Sanitary 200 53.7 PVC 2015 100 94 6 $5,815 $5,815 $18,795 9 9 Very Good Rare Moderate 7170 7170 Storm/Sanitary - Gravity Main Stuckey Lane Stuckey Lane Stuckey Lane - 200 mm PVC Sanitary 200 57 PVC 2015 100 94 6 $6,030 $6,030 $19,950 9 9 Very Good Rare Moderate Grand Valley Sanitary - Gravity Main Inventory Current Leveles of Service Expected Levels of Service + Town Input Replacement/Improvement Year Based on Current Levels Service Replacement/Improvement Year Based on Expected Levels Fixed Asset # Subtype Street Name Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Condition better then expected for age Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life 1.7 $13,000 2911 2911 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2912 2912 Storm/Sanitary - Gravity Main Fife Road M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2913 2913 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2914 2914 Storm/Sanitary - Gravity Main Spruyt Avenue M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2915 2915 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2916 2916 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2917 2917 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2918 2918 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2919 2919 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2920 2920 Storm/Sanitary - Gravity Main Webb Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2921 2921 Storm/Sanitary - Gravity Main Concession Road 2-3 M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2923 2923 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2924 2924 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2925 2925 Storm/Sanitary - Gravity Main Crozier Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2926 2926 Storm/Sanitary - Gravity Main River Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2930 2930 Storm/Sanitary - Gravity Main Scott Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2931 2931 Storm/Sanitary - Gravity Main Bielby Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2932 2932 Storm/Sanitary - Gravity Main Bielby Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2933 2933 Storm/Sanitary - Gravity Main Gier Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2934 2934 Storm/Sanitary - Gravity Main Bielby Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2935 2935 Storm/Sanitary - Gravity Main Crozier Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2936 2936 Storm/Sanitary - Gravity Main Scott Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2937 2937 Storm/Sanitary - Gravity Main Crozier Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2938 2938 Storm/Sanitary - Gravity Main Gier Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2939 2939 Storm/Sanitary - Gravity Main Scott Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2940 2940 Storm/Sanitary - Gravity Main Crozier Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2941 2941 Storm/Sanitary - Gravity Main Gier Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2942 2942 Storm/Sanitary - Gravity Main Scott Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2943 2943 Storm/Sanitary - Gravity Main Amaranth Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2944 2944 Storm/Sanitary - Gravity Main Mill Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2945 2945 Storm/Sanitary - Gravity Main Emma Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2946 2946 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2947 2947 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2949 2949 Storm/Sanitary - Gravity Main Emma Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2950 2950 Storm/Sanitary - Gravity Main Leeson Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2951 2952 2953 2951 2952 2953 Storm/Sanitary - Gravity Main Storm/Sanitary - Gravity Main Storm/Sanitary - Gravity Main Leeson Street Leeson Street Emma Street M 2 2059 10 2069 2069 2169 48 $1,000 2025 0 2069 2069 2169 48 M 2 2059 10 2069 2069 2169 48 $1,000 2025 0 2069 2069 2169 48 M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2954 2954 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2955 2955 Storm/Sanitary - Gravity Main George Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2956 2956 Storm/Sanitary - Gravity Main River Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2957 2957 Storm/Sanitary - Gravity Main Concession Road 2-3 M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2958 2958 Storm/Sanitary - Gravity Main Scott Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2959 2959 Storm/Sanitary - Gravity Main Cooper Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2960 2960 Storm/Sanitary - Gravity Main Cooper Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2961 2961 Storm/Sanitary - Gravity Main Cooper Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2962 2962 Storm/Sanitary - Gravity Main Cooper Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2963 2963 Storm/Sanitary - Gravity Main Cooper Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2964 2964 Storm/Sanitary - Gravity Main Emma Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2965 2965 Storm/Sanitary - Gravity Main Amaranth Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2966 2966 Storm/Sanitary - Gravity Main Mill Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2967 2967 Storm/Sanitary - Gravity Main Mill Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2968 2968 Storm/Sanitary - Gravity Main Amaranth Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2969 2969 Storm/Sanitary - Gravity Main Emma Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2970 2970 Storm/Sanitary - Gravity Main Concession Road 2-3 M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2971 2971 Storm/Sanitary - Gravity Main Leeson Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2972 2972 Storm/Sanitary - Gravity Main Mill Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2973 2973 Storm/Sanitary - Gravity Main Mill Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2974 2974 Storm/Sanitary - Gravity Main Leeson Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2975 2975 Storm/Sanitary - Gravity Main Scott Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2976 2976 Storm/Sanitary - Gravity Main Scott Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 Grand Valley Sanitary - Gravity Main Inventory Current Leveles of Service Expected Levels of Service + Town Input Replacement/Improvement Year Based on Current Levels Service Replacement/Improvement Year Based on Expected Levels Fixed Asset # Subtype Street Name Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Condition better then expected for age Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life 1.7 $13,000 2977 2977 Storm/Sanitary - Gravity Main Scott Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2978 2978 Storm/Sanitary - Gravity Main Crozier Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2979 2979 Storm/Sanitary - Gravity Main Amaranth Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2980 2980 Storm/Sanitary - Gravity Main Amaranth Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2981 2981 Storm/Sanitary - Gravity Main Amaranth Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2982 2982 Storm/Sanitary - Gravity Main King Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2983 2983 Storm/Sanitary - Gravity Main King Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2984 2984 Storm/Sanitary - Gravity Main Park view Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2985 2985 Storm/Sanitary - Gravity Main Concession Road 2-3 M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2990 2990 Storm/Sanitary - Gravity Main Cooper Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2991 2991 Storm/Sanitary - Gravity Main Emma Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2992 2992 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2994 2994 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2995 2995 Storm/Sanitary - Gravity Main Fife Road M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2996 2996 Storm/Sanitary - Gravity Main Fife Road M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2997 2997 Storm/Sanitary - Gravity Main Fife Road M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2998 2998 Storm/Sanitary - Gravity Main Mary Court M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2999 2999 Storm/Sanitary - Gravity Main Joyce Court M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3000 3000 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3001 3001 Storm/Sanitary - Gravity Main Crozier Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3002 3002 Storm/Sanitary - Gravity Main Crozier Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3003 3003 Storm/Sanitary - Gravity Main Crozier Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3004 3004 Storm/Sanitary - Gravity Main Baker Court M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3005 3005 Storm/Sanitary - Gravity Main Crozier Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3006 3006 Storm/Sanitary - Gravity Main Scott Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3007 3007 Storm/Sanitary - Gravity Main Leeson Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3008 3008 Storm/Sanitary - Gravity Main Leeson Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3009 3009 Storm/Sanitary - Gravity Main Leeson Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3010 3010 Storm/Sanitary - Gravity Main Leeson Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3011 3011 Storm/Sanitary - Gravity Main Leeson Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3012 3012 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3013 3013 Storm/Sanitary - Gravity Main Amaranth Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3014 3014 Storm/Sanitary - Gravity Main Amaranth Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3015 3015 Storm/Sanitary - Gravity Main Amaranth Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3020 3020 Storm/Sanitary - Gravity Main Emma Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3021 3021 Storm/Sanitary - Gravity Main George Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3024 3024 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3025 3025 Storm/Sanitary - Gravity Main Water Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3026 3026 Storm/Sanitary - Gravity Main Main Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3027 Storm/Sanitary - Gravity Main Concession Road 2-3 M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3028 3028 Storm/Sanitary - Gravity Main Concession Road 2-3 M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3029 3029 Storm/Sanitary - Gravity Main Ponsford Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3030 3030 Storm/Sanitary - Gravity Main Ponsford Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3031 3031 Storm/Sanitary - Gravity Main Mill Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3032 3032 Storm/Sanitary - Gravity Main Mill Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3033 3033 Storm/Sanitary - Gravity Main Melody Lane M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3034 3034 Storm/Sanitary - Gravity Main Leeson Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3035 3035 Storm/Sanitary - Gravity Main Leeson Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3036 3036 Storm/Sanitary - Gravity Main Monty Avenue M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 Grand Valley Sanitary - Gravity Main Inventory Current Leveles of Service Expected Levels of Service + Town Input Replacement/Improvement Year Based on Current Levels Service Replacement/Improvement Year Based on Expected Levels Fixed Asset # Subtype Street Name Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Condition better then expected for age Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life 1.7 $13,000 3037 3037 Storm/Sanitary - Gravity Main Leeson Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3038 3038 Storm/Sanitary - Gravity Main Leeson Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3039 3039 Storm/Sanitary - Gravity Main Water Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3040 3040 Storm/Sanitary - Gravity Main Emma Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3041 3041 Storm/Sanitary - Gravity Main Emma Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3042 3042 Storm/Sanitary - Gravity Main Emma Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3043 3043 Storm/Sanitary - Gravity Main Emma Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3044 3044 Storm/Sanitary - Gravity Main Emma Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 3742 3742 Storm/Sanitary - Gravity Main Leeson Street M 2 2059 10 2069 2069 2169 48 $11,000 2025 0 0 2069 2069 2169 48 3743 3743 Storm/Sanitary - Gravity Main Emma Street M 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 2212 4253 4253 Storm/Sanitary - Gravity Main Main Street L 1 2102 10 2112 2112 91 0 2112 2112 2212 91 4272 4272 Storm/Sanitary - Gravity Main Main Street L 1 2102 10 2112 2112 2212 91 0 2112 2112 2212 91 4702 4702 Storm/Sanitary - Gravity Main Emma St L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4703 4703 Storm/Sanitary - Gravity Main Main St L 1 2102 10 2112 2112 2212 91 0 2112 2112 2212 91 4725 4725 Storm/Sanitary - Gravity Main William St L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4726 4726 Storm/Sanitary - Gravity Main William St L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4727 4727 Storm/Sanitary - Gravity Main William St L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4728 4728 Storm/Sanitary - Gravity Main William St L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4729 4729 Storm/Sanitary - Gravity Main William St L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4731 4731 Storm/Sanitary - Gravity Main Concession Rd 2-3 L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4732 4732 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4733 4733 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4734 4734 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4740 4740 Storm/Sanitary - Gravity Main Mill St L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4741 4741 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4742 4742 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4743 4743 Storm/Sanitary - Gravity Main Mill St L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4744 4744 Storm/Sanitary - Gravity Main Mill St L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4745 4745 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4746 4746 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4747 4747 Storm/Sanitary - Gravity Main Melody Lane L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4748 4748 Storm/Sanitary - Gravity Main Melody Lane L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4749 4749 Storm/Sanitary - Gravity Main Melody Lane L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4750 4750 Storm/Sanitary - Gravity Main West off Taylor St L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4751 4751 Storm/Sanitary - Gravity Main Street 14 L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4752 4752 Storm/Sanitary - Gravity Main Mill St L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4792 4792 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 Grand Valley Sanitary - Gravity Main Inventory Current Leveles of Service Expected Levels of Service + Town Input Replacement/Improvement Year Based on Current Levels Service Replacement/Improvement Year Based on Expected Levels Fixed Asset # Subtype Street Name Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Condition better then expected for age Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life 1.7 $13,000 4799 4799 Storm/Sanitary - Gravity Main Emma St L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4800 4800 Storm/Sanitary - Gravity Main Emma St L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4841 4841 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4842 4842 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4843 4843 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4844 4844 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4855 4855 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4856 4856 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4857 4857 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4858 4858 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4859 4859 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4860 4860 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4861 4861 Storm/Sanitary - Gravity Main Taylor Dr L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4862 4862 Storm/Sanitary - Gravity Main Emma St L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4863 4863 Storm/Sanitary - Gravity Main Emma St L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5288 5288 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5289 5289 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5290 5290 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5292 5292 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5293 5293 Storm/Sanitary - Gravity Main Industrial Road L 1 2058 10 2063 2063 2113 42 0 2063 2063 2113 42 5294 5294 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5296 5296 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5298 5298 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5300 5300 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5302 5302 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5304 5304 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5305 5305 Storm/Sanitary - Gravity Main Industrial Road L 1 2058 10 2063 2063 2113 42 0 2063 2063 2113 42 5306 5306 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5307 5307 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5308 5308 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5310 5310 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5311 5311 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5312 5312 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5314 5314 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5316 5316 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 Grand Valley Sanitary - Gravity Main Inventory Current Leveles of Service Expected Levels of Service + Town Input Replacement/Improvement Year Based on Current Levels Service Replacement/Improvement Year Based on Expected Levels Fixed Asset # Subtype Street Name Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Condition better then expected for age Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life 1.7 $13,000 5317 5317 Storm/Sanitary - Gravity Main Industrial Road L 1 2058 10 2063 2063 2113 42 0 2063 2063 2113 42 5318 5318 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5319 5319 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5320 5320 Storm/Sanitary - Gravity Main Industrial Road L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5354 5354 Storm/Sanitary - Gravity Main Emma St L 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 7129 7129 Storm/Sanitary - Gravity Main Beam Street L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7130 7130 Storm/Sanitary - Gravity Main Beam Street L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7131 7131 Storm/Sanitary - Gravity Main Beam Street L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7132 7132 Storm/Sanitary - Gravity Main Hillborn Street L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7133 7133 Storm/Sanitary - Gravity Main Hillborn Street L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7134 7134 Storm/Sanitary - Gravity Main Hillborn Street L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7135 7135 Storm/Sanitary - Gravity Main Hillborn Street L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7136 7136 Storm/Sanitary - Gravity Main Hillborn Street L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7137 7137 Storm/Sanitary - Gravity Main Hillborn Street L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7138 7138 Storm/Sanitary - Gravity Main Mayberry Drive L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7139 7139 Storm/Sanitary - Gravity Main Mayberry Drive L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7145 7145 Storm/Sanitary - Gravity Main Beam Street L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7146 7146 Storm/Sanitary - Gravity Main Beam Street L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7147 7147 Storm/Sanitary - Gravity Main MacIntyre Lane L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7148 7148 Storm/Sanitary - Gravity Main MacIntyre Lane L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7149 7149 Storm/Sanitary - Gravity Main MacIntyre Lane L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7150 7150 Storm/Sanitary - Gravity Main MacIntyre Lane L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7151 7151 Storm/Sanitary - Gravity Main Mayberry Drive L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7152 7152 Storm/Sanitary - Gravity Main Mayberry Drive L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7153 7153 Storm/Sanitary - Gravity Main Mayberry Drive L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7154 7154 Storm/Sanitary - Gravity Main Ritchie Drive L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7155 7155 Storm/Sanitary - Gravity Main Ritchie Drive L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7156 7156 Storm/Sanitary - Gravity Main Ritchie Drive L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7157 7157 Storm/Sanitary - Gravity Main Ritchie Drive L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7158 7158 Storm/Sanitary - Gravity Main Ritchie Drive L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7159 7159 Storm/Sanitary - Gravity Main Ritchie Drive L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7160 7160 Storm/Sanitary - Gravity Main Ritchie Drive L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7161 7161 Storm/Sanitary - Gravity Main Jenkins Street L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7162 7162 Storm/Sanitary - Gravity Main Ritchie Drive L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7163 7163 Storm/Sanitary - Gravity Main Ritchie Drive L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7164 7164 Storm/Sanitary - Gravity Main Hunt Street L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7165 7165 Storm/Sanitary - Gravity Main Hunt Street L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7166 7166 Storm/Sanitary - Gravity Main Stuckey Lane L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7167 7167 Storm/Sanitary - Gravity Main Stuckey Lane L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 Grand Valley Sanitary - Gravity Main Inventory Current Leveles of Service Expected Levels of Service + Town Input Replacement/Improvement Year Based on Current Levels Service Replacement/Improvement Year Based on Expected Levels Fixed Asset # Subtype Street Name Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitation Cost (2021 $) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Condition better then expected for age Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life 1.7 $13,000 7168 7168 Storm/Sanitary - Gravity Main Stuckey Lane L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7169 7169 Storm/Sanitary - Gravity Main Stuckey Lane L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7170 7170 Storm/Sanitary - Gravity Main Stuckey Lane L 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 Grand Valley Sanitary - Pressurized Main Inventory Fixed Asset # Subtype Asset Name Street Name Review Note Street ID FROM TO Diameter (mm) Length (m) Material Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization Calculated 2020 Net Book Value Calculated Replacement Cost Condition Based On Useful Life Condition from Town Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure Risk of Failure Numerical Value of Risk of Failure 1,427 91 9 547,025 28,703 518,322 941,500 8.8 2.0 250mm PVC Pressurized WW Main from Emma St Old Emma St Old WW New WW Treatment 4695 Sanitary - Pressurized Main WWTP to New WWTP Plant Plant 250 1,217 PVC 2013 100 93 7 $470,000 $23,888 $446,112 $820,000 9 9 Very Good Rare Major M 2 250mm PVC Pressurized WW Main inside Old WW Plant - Inside Old WW 4696 Sanitary - Pressurized Main Emma St. Plant - Emma St Connect to main line 250 5 PVC 2013 100 93 7 $1,925 $98 $1,827 $3,500 9 9 Very Good Rare Major M 2 250mm PVC Pressurized WW Main inside New WW Plant Inside New WW 5338 Sanitary - Pressurized Main - Industrial Dr. Plant Internal to Plant 250 120 PVC 2013 100 93 7 $46,200 $2,348 $43,852 $80,000 9 9 Very Good Rare Major M 2 5339 Sanitary - Pressurized Main 250mm PVC 133 Amaranth St pumping station to Manhole #15 (GIS ID 3052) Amaranth St 133 Amaranth St Manhole #15 100 85 PVC 1971 100 51 49 $28,900 $2,370 $26,530 $38,000 5 5 Average Possible Moderate M 2 Grand Valley Sanitary - Pressurized Main Inventory Current Leveles of Service Expected Levels of Service + Town Input Replacement/Improvement Year Based on Current Levels Replacement/Improvement Year Based on Expected Service Levels Service Fixed Asset # Subtype Asset Name Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitation Cost (2015 $) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Condition better then expected for age Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life 4695 Sanitary - Pressurized Main 250mm PVC Pressurized WW Main from Emma St Old WWTP to New WWTP 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4696 Sanitary - Pressurized Main 250mm PVC Pressurized WW Main inside Old WW Plant - Emma St. 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5338 Sanitary - Pressurized Main 250mm PVC Pressurized WW Main inside New WW Plant - Industrial Dr. 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5339 Sanitary - Pressurized Main 250mm PVC 133 Amaranth St pumping station to Manhole #15 (GIS ID 3052) 2061 10 2071 2071 2171 50 0 2071 2071 2171 50 Grand Valley Roads - Road Section Inventory 26,929 Fixed Asset # Subtype Asset Name - Roads From To Classific ation Surface Material Length (m) # of Lanes Total Lane (m) Width (m) Square meters (m) Install Year Old Useful Life Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost/Section 2022 Condition Based On Useful Life Condition from Road Study Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure Risk of Failure 97,586 295 192,896 10 16 4,171,360 1,100,072 3,071,288 8,042,120 9 Amaranth - East Luther Townline From: Roads - Road Concession Road 2-3 To: 328m N Of 46 46 Section Concession Road 2-3 Concession Road 2-3 5 Sideroad Rural Asphalt 328.68 2 657.36 0 1985 20 25 0 36 $30,092 $18,796 $11,296 $49,302 0 10 10 Very Good Rare Moderate L Roads - Road Amaranth - East Luther Townline From: County 3739 3739 Section Road 10 To: Concession Road 6-7 County Road 10 94m North of County Rd 10 Rural Asphalt 93.86 2 187.72 0 2005 20 25 9 16 $13,497 $10,123 $3,374 $14,079 4 10 10 Very Good Rare Moderate L Roads - Road Concession Rd 2-3 From: East Luther - 1 1 Section Wellington N Townline To: Sideroad 21-22 East Luther - Wellington N Townline Sideroad 21-22 Rural Asphalt 1857.72 2 3715.44 0 2005 20 25 9 16 $268,097 $80,662 $187,435 $278,658 4 9 9 Very Good Rare Moderate L Roads - Road Concession Road 10-11 From: County Road 25 26 26 Section To: Amaranth - East Luther Townline County Road 25 Amaranth - East Luther Townline Rural Asphalt 1282.21 2 2564.42 0 2008 20 25 12 13 $162,503 $55,697 $106,806 $192,332 5 10 10 Very Good Rare Moderate L Roads - Road Concession Road 2-3 From: 162m East Of 85 85 Section Bielby Street To: 277m East Of Bielby Street 162m East Of Bielby Street 277m East Of Bielby Street Rural Asphalt 115.64 2 231.28 0 1996 20 25 0 25 $3,788 $3,788 $0 $17,346 0 9 9 Very Good Rare Moderate L Concession Road 2-3 From: 453m East Of Roads - Road Bielby Street To: Amaranth - East Luther 112 Section Townline 453m East Of Bielby Street Amaranth - East Luther Townline Rural Asphalt 230.4 2 460.8 0 2022 20 25 26 -1 $67,100 $0 $67,100 $34,560 10 10 10 Very Good Rare Moderate L Roads - Road Concession Road 2-3 From: Sideroad 21-22 To: 5527 43 Section Sideroad 24-25 Sideroad 21-22 Sideroad 24-25 Rural Asphalt 1800 2 3600 0 2018 20 25 22 3 $165,871 $16,587 $149,284 $270,000 9 10 10 Very Good Rare Moderate L Roads - Road Concession Road 2-3 From: Sideroad 24-25 To: 102 102 Section Sideroad 27-28 Sideroad 24-25 Sideroad 27-28 Rural Asphalt 1870.92 2 3741.84 0 2003 20 25 7 18 $126,752 $73,379 $53,373 $280,638 3 10 10 Very Good Rare Moderate L Roads - Road Concession Road 2-3 From: Sideroad 27-28 To: 7 7 Section Sideroad 28-29 Sideroad 27-28 Sideroad 28-29 Rural Asphalt 620.83 2 1241.66 0 2002 20 25 6 19 $43,941 $26,139 $17,801 $93,125 2 10 10 Very Good Rare Moderate L Roads - Road Concession Road 2-3 From: Sideroad 28-29 To: 45 45 Section Leeson Street Sideroad 28-29 Leeson Street Rural Asphalt 983.01 2 1966.02 0 2002 20 25 6 19 $55,987 $36,736 $19,251 $147,452 2 10 10 Very Good Rare Moderate L Roads - Road Concession Road 6-7 From: 1.38 Km E Of 3935 3935 Section Sideroad 21-22 To: Sideroad 24-25 1.38 Km E Of Sideroad 21-22 Sideroad 24-25 Rural Asphalt 445.29 2 890.58 0 2009 20 25 13 12 $23,332 $9,755 $13,577 $66,794 5 7 7 Good Unlikely Moderate M Roads - Road Concession Road 6-7 From: County Road 25 28 28 Section To: 52m E Of County Road 25 County Road 25 52m E Of County Road 25 Rural Asphalt 52.93 2 105.86 0 2022 20 25 26 -1 $8,000 $0 $8,000 $8,000 10 10 Very Good Rare Moderate L Roads - Road Concession Road 6-7 From: Sideroad 24-25 To: 3940 3940 Section Sideroad 27-28 Sideroad 24-25 Sideroad 27-28 Rural Asphalt 1200.19 2 2400.38 0 2009 20 25 13 12 $148,138 $33,064 $115,074 $180,029 5 8 8 Good Unlikely Moderate M Roads - Road Concession Road 6-7 From: Sideroad 24-25 To: 3941 3941 Section Sideroad 27-28 Sideroad 24-25 Sideroad 27-28 Rural Asphalt 642.09 2 1284.18 0 2009 20 25 13 12 $23,582 $12,970 $10,612 $96,314 5 10 10 Very Good Rare Moderate L Roads - Road Concession Road 6-7 From: Sideroad 27-28 To: 96 Section County Road 25 Sideroad 27-28 County Road 25 Rural Asphalt 1909.34 2 3818.68 0 2022 20 25 26 -1 $200,000 $0 $200,000 $286,401 10 10 10 Very Good Rare Moderate L Roads - Road Concession Road 8-9 From: County Road 25 29 29 Section To: Amaranth - East Luther Townline County Road 25 Amaranth - East Luther Townline Rural Asphalt 1160.08 2 2320.16 0 2007 20 25 11 14 $186,143 $42,737 $143,406 $174,012 4 10 10 Very Good Rare Moderate L Roads - Road Concession Road 8-9 From: Sideroad 24-25 To: 31 31 Section Sideroad 27-28 Sideroad 24-25 Sideroad 27-28 Rural Asphalt 1681.11 2 3362.22 0 2006 20 25 10 15 $83,368 $58,358 $25,010 $252,167 4 4 4 Poor Likely Moderate H Roads - Road Concession Road 8-9 From: Sideroad 24-25 To: 3736 3736 Section Sideroad 27-28 Sideroad 24-25 Sideroad 27-28 Rural Asphalt 150.33 2 300.66 0 2008 20 25 12 13 $8,719 $5,232 $3,488 $22,550 5 9 9 Very Good Rare Moderate L Roads - Road Concession Road 8-9 From: Sideroad 27-28 To: 4344 4344 Section County Road 25 Sideroad 27-28 County Road 25 Rural Asphalt 1851.51 2 3703.02 0 2013 40 25 17 8 $127,678 $17,875 $109,803 $277,727 7 9 9 Very Good Rare Moderate L Roads - Road Sideroad 27-28 From: 2.66 Km N Of 44 44 Section Concession 6-7 To: Concession 8-9 (bridge) 2.66 Km N Of Concession 6-7 Concession 8-9 (bridge) Rural Asphalt 42.36 2 84.72 0 1993 20 25 0 28 $1,286 $1,286 $0 $6,354 0 7 7 Good Unlikely Moderate M Roads - Road Sideroad 27-28 From: 37m N Of Concession 124 124 Section Road 8-9 To: Concession 8-9 37m N Of Concession Road 8-9 Concession 8-9 Rural Asphalt 37.74 2 75.48 0 1993 20 25 0 28 $1,146 $1,146 $0 $5,661 0 7 7 Good Unlikely Moderate M Roads - Road Sideroad 27-28 From: Concession 8-9 To: 123 123 Section Concession 8-9 Concession 8-9 Concession 8-9 Rural Asphalt 70.06 2 140.12 0 1993 20 25 0 28 $2,128 $2,128 $0 $10,509 0 7 7 Good Unlikely Moderate M Roads - Road Amaranth Street From: Crozier Street To: 79 79 Section Pondsford Street Crozier Street Pondsford Street Semi-Urb Asphalt 60.95 2 121.9 0 1996 20 25 0 25 $2,616 $2,616 $0 $19,809 0 9 9 Very Good Rare Moderate L Roads - Road Amaranth Street From: King Street To: Crozier 49 49 Section Street King Street Crozier Street Semi-Urb Asphalt 37.33 2 74.66 0 1996 20 25 0 25 $1,602 $1,602 $0 $12,132 0 9 9 Very Good Rare Moderate L Roads - Road Amaranth Street From: Leeson Street To: 55 55 Section Emma Street Leeson Street Emma Street Semi-Urb Asphalt 119.04 2 238.08 0 1996 20 25 0 25 $104,616 $13,069 $91,547 $38,688 0 10 10 Very Good Rare Moderate L Roads - Road Amaranth Street From: Main Street To: King 51 51 Section Street Main Street King Street Semi-Urb Asphalt 105.35 2 210.7 0 1996 20 25 0 25 $4,521 $4,521 $0 $34,239 0 9 9 Very Good Rare Moderate L Roads - Road Amaranth Street From: Pondsford Street To: 78 78 Section Bielby Street Pondsford Street Bielby Street Semi-Urb Asphalt 247.82 2 495.64 0 1996 20 25 0 25 $14,570 $12,209 $2,360 $80,542 0 9 9 Very Good Rare Moderate L Roads - Road Bielby Street From: Amaranth Street To: Gier 75 75 Section Street Amaranth Street Gier Street Semi-Urb Asphalt 114.03 2 228.06 0 1995 20 25 0 26 $4,803 $4,803 $0 $37,060 0 6 6 Average Possible Moderate M Roads - Road 143 143 Section Bielby Street From: Gier Street To: Scott Street Gier Street Scott Street Semi-Urb Asphalt 131.7 2 263.4 0 1995 20 25 0 26 $5,547 $5,547 $0 $42,803 0 8 8 Good Unlikely Moderate M Roads - Road Concession Road 2-3 From: 277m East Of 17 Section Bielby Street To: 453m East Of Bielby Street 277m East Of Bielby Street 453m East Of Bielby Street Semi-Urb Asphalt 176.61 2 353.22 0 2022 20 25 26 -1 $60,035 $0 $60,035 $57,398 10 10 Very Good Rare Moderate L Roads - Road Concession Road 2-3 From: Bielby Street To: 24 24 Section 162m East Of Bielby Street Bielby Street 162m East Of Bielby Street Semi-Urb Asphalt 162.13 2 324.26 0 1996 20 25 0 25 $6,958 $6,958 $0 $52,692 0 8 8 Good Unlikely Moderate M Roads - Road Cooper Street From: George Street To: 39 39 Section Parkview Street George Street Parkview Street Semi-Urb Asphalt 100.73 2 201.46 0 2007 20 25 11 14 $6,987 $4,541 $2,445 $32,737 4 8 8 Good Unlikely Moderate M Roads - Road 66 66 Section Cooper Street From: Parkview Street To: End Parkview Street End Semi-Urb Asphalt 93.64 2 187.28 0 2007 20 25 11 14 $6,495 $4,222 $2,273 $30,433 4 8 8 Good Unlikely Moderate M Roads - Road Cooper Street From: River Street To: George 34 34 Section Street River Street George Street Semi-Urb Asphalt 232.33 2 464.66 0 2007 20 25 11 14 $16,114 $10,474 $5,640 $75,507 4 8 8 Good Unlikely Moderate M Grand Valley Roads - Road Section Inventory 26,929 Fixed Asset # Subtype Asset Name - Roads From To Classific ation Surface Material Length (m) # of Lanes Total Lane (m) Width (m) Square meters (m) Install Year Old Useful Life Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost/Section 2022 Condition Based On Useful Life Condition from Road Study Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure Risk of Failure 97,586 295 192,896 10 16 4,171,360 1,100,072 3,071,288 8,042,120 9 Roads - Road Crozier Street From: Amaranth Street To: Gier 8422 77 Section Street Amaranth Street Gier Street Semi-Urb Asphalt 116.74 2 233.48 0 2021 20 25 25 0 $102,306 $0 $102,306 $37,941 10 10 10 Very Good Rare Moderate L Roads - Road Crozier Street From: Gier Street To: Webb 8423 105 Section Street Gier Street Webb Street Semi-Urb Asphalt 185.22 2 370.44 0 2021 20 25 25 0 $161,984 $0 $161,984 $60,197 10 10 10 Very Good Rare Moderate L Roads - Road Deaken Drive From: County Road 15 To: 141 141 Section County Road 15 County Road 15 County Road 15 Semi-Urb Asphalt 368.9 2 737.8 0 1986 20 25 0 35 $56,192 $43,513 $12,678 $119,893 0 10 10 Very Good Rare Moderate L Roads - Road Douglas Street From: Leeson Street To: Emma 80 80 Section Street Leeson Street Emma Street Semi-Urb Asphalt 117.17 2 234.34 0 1995 20 25 0 26 $4,935 $4,935 $0 $38,080 0 7 7 Good Unlikely Moderate M Roads - Road 3958 3958 Section East Back Lane Mill Street Amaranth Street Semi-Urb Asphalt 165.7044 1 165.7044 0 2010 20 25 14 11 $20,037 $10,019 $10,019 $53,854 6 9 9 Very Good Rare Moderate L Roads - Road Emma Street From: Amaranth Street To: 82 82 Section Douglas Street Amaranth Street Douglas Street Semi-Urb Asphalt 222.12 2 444.24 0 1995 20 25 0 26 $34,524 $34,524 $0 $72,189 0 6 6 Average Possible Moderate M Roads - Road Emma Street From: Mill Street To: Amaranth 8421 54 Section Street Mill Street Amaranth Street Semi-Urb Asphalt 170.27 2 340.54 0 2021 20 25 25 0 $133,124 $0 $133,124 $55,338 10 10 10 Very Good Rare Moderate L Roads - Road Emma Street From: Water Street To: William 107 Section Street Water Street William Street Semi-Urb Asphalt 290.45 2 580.9 0 2022 20 25 26 -1 $62,500 $0 $62,500 $94,396 10 6 6 Average Possible Moderate M Roads - Road Emma Street From: William Street To: Mill 61 61 Section Street William Street Mill Street Semi-Urb Asphalt 170.53 2 341.06 0 1995 20 25 0 26 $24,496 $24,496 $0 $55,422 0 7 7 Good Unlikely Moderate M Roads - Road 109 109 Section Fife Road From: Crozier Street To: Mary Court Crozier Street Mary Court Semi-Urb Asphalt 88.37 2 176.74 0 1972 20 25 0 49 $1,072 $1,072 $0 $28,720 0 9 9 Very Good Rare Moderate L Roads - Road 110 110 Section Fife Road From: Joyce Court To: Crozier Street Joyce Court Crozier Street Semi-Urb Asphalt 94.37 2 188.74 0 1972 20 25 0 49 $1,145 $1,145 $0 $30,670 0 9 9 Very Good Rare Moderate L Roads - Road 19 19 Section Fife Road From: Main Street To: Joyce Court Main Street Joyce Court Semi-Urb Asphalt 63.94 2 127.88 0 1972 20 25 0 49 $776 $776 $0 $20,781 0 9 9 Very Good Rare Moderate L Roads - Road Fife Road From: Mary Court To: End (cul-de- 3 3 Section sac) Mary Court End (cul-de-sac) Semi-Urb Asphalt 143.99 2 287.98 0 1972 20 25 0 49 $1,747 $1,747 $0 $46,797 0 9 9 Very Good Rare Moderate L Roads - Road 38 38 Section George Street From: George Street To: End Cooper Street End Semi-Urb Asphalt 50.42 2 100.84 0 2007 20 25 11 14 $3,497 $2,273 $1,224 $16,387 4 9 9 Very Good Rare Moderate L Roads - Road George Street From: Main Street To: Cooper 40 40 Section Street Main Street Cooper Street Semi-Urb Asphalt 110.2 2 220.4 0 2007 20 25 11 14 $7,643 $4,968 $2,675 $35,815 4 9 9 Very Good Rare Moderate L Roads - Road Gier Street From: Crozier Street To: Bielby 76 76 Section Street Crozier Street Bielby Street Semi-Urb Asphalt 306.62 2 613.24 0 1995 20 25 0 26 $17,781 $14,861 $2,920 $99,652 0 9 9 Very Good Rare Moderate L Roads - Road Joyce Court From: Fife Road To: End (cul-de- 87 87 Section sac) Fife Road End (cul-de-sac) Semi-Urb Asphalt 62.95 2 125.9 0 1972 20 25 0 49 $764 $764 $0 $20,459 0 8 8 Good Unlikely Moderate M Roads - Road King Street From: Mill Street To: Amaranth 50 50 Section Street Mill Street Amaranth Street Semi-Urb Asphalt 165.07 2 330.14 0 1995 20 25 0 26 $120,053 $25,048 $95,005 $53,648 0 10 10 Very Good Rare Moderate L Roads - Road Leeson Street From: 175m S Of Mill Street To: 113 113 Section Mill Street 175m S Of Mill Street Mill Street Semi-Urb Asphalt 722.53 2 1445.06 0 1993 20 25 0 28 $28,752 $28,752 $0 $234,822 0 6 6 Average Possible Moderate M Roads - Road Leeson Street From: Amaranth Street To: 81 81 Section Douglas Street Amaranth Street Douglas Street Semi-Urb Asphalt 221.87 2 443.74 0 1993 20 25 0 28 $8,829 $8,829 $0 $72,108 0 6 6 Average Possible Moderate M Roads - Road Leeson Street From: Mill Street To: Amaranth 56 56 Section Street Mill Street Amaranth Street Semi-Urb Asphalt 169.79 2 339.58 0 1993 20 25 0 28 $6,756 $6,756 $0 $55,182 0 9 9 Very Good Rare Moderate L Roads - Road 121 121 Section Lower Crozier Street From: Gier Street To: End Gier Street End Semi-Urb Asphalt 108.78 2 217.56 0 1995 20 25 0 26 $4,581 $4,581 $0 $35,354 0 9 9 Very Good Rare Moderate L Roads - Road Main Street From: George Street To: Parkview 41 41 Section Street George Street Parkview Street Semi-Urb Asphalt 100.5 2 201 0 2022 20 25 26 -1 $38,715 $0 $38,715 $32,663 10 6 6 Average Possible Moderate M Roads - Road 11 11 Section Main Street From: Parkview Street To: End Parkview Street End Semi-Urb Asphalt 108.93 2 217.86 0 1995 20 25 0 26 $4,588 $4,588 $0 $35,402 0 6 6 Average Possible Moderate M Roads - Road Main Street From: River Street To: George 36 36 Section Street River Street George Street Semi-Urb Asphalt 171.37 2 342.74 0 2022 20 25 26 -1 $67,751 $0 $67,751 $55,695 10 6 6 Average Possible Moderate M Roads - Road Main Street From: Spruyt Avenue To: Fife 86 86 Section Road Spruyt Avenue Fife Road Semi-Urb Asphalt 155.21 2 310.42 0 2000 20 25 4 21 $7,642 $7,642 $0 $50,443 2 8 8 Good Unlikely Moderate M Roads - Road Main Street From: Water Street To: River 32 32 Section Street Water Street River Street Semi-Urb Asphalt 80.06 2 160.12 0 1995 20 25 0 26 $3,372 $3,372 $0 $26,020 0 6 6 Average Possible Moderate M Roads - Road Mary Court From: Fife Road To: End (cul-de- 20 20 Section sac) Fife Road End (cul-de-sac) Semi-Urb Asphalt 53.41 2 106.82 0 1972 20 25 0 49 $648 $648 $0 $17,358 0 8 8 Good Unlikely Moderate M Roads - Road 23 23 Section Mill Street From: Emma Street To: Main Street Emma Street Main Street Semi-Urb Asphalt 140.68 2 281.36 0 1997 20 25 1 24 $7,899 $7,899 $0 $45,721 0 8 8 Good Unlikely Moderate M Roads - Road Mill Street From: King Street To: Pondsford 10 10 Section Street King Street Pondsford Street Semi-Urb Asphalt 98.02 2 196.04 0 1995 20 25 0 26 $4,128 $4,128 $0 $31,857 0 9 9 Very Good Rare Moderate L Roads - Road Mill Street From: Leeson Street To: Emma 62 62 Section Street Leeson Street Emma Street Semi-Urb Asphalt 116.82 2 233.64 0 1997 20 25 1 24 $5,118 $5,118 $0 $37,967 0 9 9 Very Good Rare Moderate L Roads - Road 91 91 Section Mill Street From: Leeson Street To: End Leeson Street End Semi-Urb Asphalt 36.99 2 73.98 0 1997 20 25 1 24 $18,873 $3,437 $15,436 $12,022 0 10 10 Very Good Rare Moderate L Roads - Road 22 22 Section Mill Street From: Main Street To: King Street Main Street King Street Semi-Urb Asphalt 105.63 2 211.26 0 1995 20 25 0 26 $4,449 $4,449 $0 $34,330 0 8 8 Good Unlikely Moderate M Roads - Road Mount Haven Crescent From: County Road 25 3796 3796 Section To: County Road 25 County Road 25 County Road 25 Semi-Urb Asphalt 995.52 2 1991.04 0 1995 20 25 0 26 $63,008 $63,008 $0 $323,544 0 9 9 Very Good Rare Moderate L Roads - Road Park View Street From: Main Street To: Cooper 42 42 Section Street Main Street Cooper Street Semi-Urb Asphalt 109.47 2 218.94 0 2007 20 25 11 14 $7,593 $4,936 $2,658 $35,578 4 9 9 Very Good Rare Moderate L Roads - Road Ponsford Street From: Mill Street To: 111 111 Section Amaranth Street Mill Street Amaranth Street Semi-Urb Asphalt 162.72 2 325.44 0 1995 20 25 0 26 $6,853 $6,853 $0 $52,884 0 9 9 Very Good Rare Moderate L Roads - Road 63 63 Section River Street From: Cooper Street To: End Cooper Street End Semi-Urb Asphalt 98.61 2 197.22 0 1995 20 25 0 26 $10,929 $10,929 $0 $32,048 0 8 8 Good Unlikely Moderate M Roads - Road River Street From: Main Street To: Cooper 35 35 Section Street Main Street Cooper Street Semi-Urb Asphalt 120.29 2 240.58 0 2007 20 25 11 14 $8,344 $5,423 $2,920 $39,094 4 8 8 Good Unlikely Moderate M Roads - Road 21 21 Section Scott Street From: Bielby Street To: End (west) Bielby Street End (west) Semi-Urb Asphalt 263.25 2 526.5 0 2022 20 25 26 -1 $145,600 $0 $145,600 $85,556 10 4 4 Poor Likely Moderate H Grand Valley Roads - Road Section Inventory 26,929 Fixed Asset # Subtype Asset Name - Roads From To Classific ation Surface Material Length (m) # of Lanes Total Lane (m) Width (m) Square meters (m) Install Year Old Useful Life Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost/Section 2022 Condition Based On Useful Life Condition from Road Study Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure Risk of Failure 97,586 295 192,896 10 16 4,171,360 1,100,072 3,071,288 8,042,120 9 Roads - Road Water Street From: Melody Lane To: Emma 115 115 Section Street Melody Lane Emma Street Semi-Urb Asphalt 406.52 2 813.04 0 1995 20 25 0 26 $17,121 $17,121 $0 $132,119 0 9 9 Very Good Rare Moderate L Roads - Road 4062 4062 Section Watson Road: County Rd 25 to WWTP County Road 25 New WWTP Semi-Urb Asphalt 277 2 554 0 2011 20 25 15 10 $25,730 $11,579 $14,152 $90,025 6 10 10 Very Good Rare Moderate L Roads - Road Webb Street From: Main Street To: Crozier 127 127 Section Street Main Street Crozier Street Semi-Urb Asphalt 139.37 2 278.74 0 1986 20 25 0 35 $4,427 $4,427 $0 $45,295 0 9 9 Very Good Rare Moderate L Roads - Road West Bank Alley From: Mill Street To: 130 130 Section Amaranth Street Mill Street Amaranth Street Semi-Urb Asphalt 168.89 2 337.78 0 2004 20 25 8 17 $9,769 $7,815 $1,954 $54,889 3 6 6 Average Possible Moderate M Roads - Road William Street From: Emma Street To: Water 142 142 Section Street Emma Street Water Street Semi-Urb Asphalt 77.07 2 154.14 0 1995 20 25 0 26 $3,246 $3,246 $0 $25,048 0 10 10 Very Good Rare Moderate L Roads - Road 4441 4441 Section AMARANTH STREET FR:EMMA TO:MAIN EMMA STREET MAIN STREET Urban Asphalt 126.5 2 253 0 2014 20 25 18 7 $90,974 $27,292 $63,682 $50,600 7 10 10 Very Good Rare Moderate L Roads - Road 5625 90 Section Baker Court From: Crozier Street To: End Crozier Street End Urban Asphalt 44.72 2 89.44 0 2019 20 25 23 2 $30,986 $1,239 $29,747 $17,888 9 10 10 Very Good Rare Moderate L Roads - Road 7391 7391 Section Beam Street Amaranth Street Hillborne Street Urban Asphalt 125.8 2 251.6 0 2015 20 25 19 6 $26,392 $0 $26,392 $50,320 8 10 10 Very Good Rare Moderate L Roads - Road 7392 7392 Section Beam Street Hillborne Street Macintyre Lane Urban Asphalt 85.1 2 170.2 0 2015 20 25 19 6 $17,177 $0 $17,177 $34,040 8 10 10 Very Good Rare Moderate L Roads - Road 7393 7393 Section Beam Street Macintyre Lane End Urban Asphalt 41.3 2 82.6 0 2015 20 25 19 6 $8,342 $0 $8,342 $16,520 8 10 10 Very Good Rare Moderate L Roads - Road Crozier Street From: Baker Court To: Spruyt 5623 88 Section Avenue Baker Court Spruyt Avenue Urban Asphalt 91.09 2 182.18 0 2019 20 25 23 2 $34,196 $1,368 $32,828 $36,436 9 10 10 Very Good Rare Moderate L Roads - Road Crozier Street From: Spruyt Avenue To: Fife 5622 108 Section Road Spruyt Avenue Fife Road Urban Asphalt 156.97 2 313.94 0 2019 20 25 23 2 $58,997 $2,360 $56,637 $62,788 9 10 10 Very Good Rare Moderate L Roads - Road Crozier Street From: Webb Street To: Baker 5624 18 Section Court Webb Street Baker Court Urban Asphalt 106.04 2 212.08 0 2019 20 25 23 2 $39,833 $1,593 $38,239 $42,416 9 10 10 Very Good Rare Moderate L Roads - Road 7390 7390 Section Hillborne Street Beam Street Mayberry Drive Urban Asphalt 304.3 2 608.6 0 2015 20 25 19 6 $61,413 $0 $61,413 $121,720 8 10 10 Very Good Rare Moderate L Roads - Road 7396 7396 Section Hunt Street Stuckey Lane Ritchie Drive Urban Asphalt 152.9 2 305.8 0 2015 20 25 19 6 $30,863 $0 $30,863 $61,160 8 10 10 Very Good Rare Moderate L Roads - Road Leeson Street From: Melody Lane To: 175 M S. 12 12 Section Of Mill Street Melody Lane 175 M S. Of Mill Street Urban Asphalt 98.4 2 196.8 0 1993 20 25 0 28 $5,478 $4,540 $937 $39,360 0 9 9 Very Good Rare Moderate L Roads - Road 7389 7389 Section Macintyre Lane Beam Street Mayberry Drive Urban Asphalt 241.9 2 483.8 0 2015 20 25 19 6 $48,812 $0 $48,812 $96,760 8 10 10 Very Good Rare Moderate L Roads - Road Main Street From: Amaranth Street To: Webb 48 48 Section Street Amaranth Street Webb Street Urban Asphalt 310.1 2 620.2 0 2000 20 25 4 21 $15,269 $15,269 $0 $124,040 2 9 9 Very Good Rare Moderate L Roads - Road Main Street From: Mill Street To: Amaranth 52 52 Section Street Mill Street Amaranth Street Urban Asphalt 164.43 2 328.86 0 1995 20 25 0 26 $6,925 $6,925 $0 $65,772 0 9 9 Very Good Rare Moderate L Roads - Road 57 57 Section Main Street From: Water Street To: Mill Street Water Street Mill Street Urban Asphalt 132.7 2 265.4 0 1995 20 25 0 26 $5,589 $5,589 $0 $53,080 0 9 9 Very Good Rare Moderate L Roads - Road Main Street From: Webb Street To: Spruyt 16 16 Section Avenue Webb Street Spruyt Avenue Urban Asphalt 192.04 2 384.08 0 2000 20 25 4 21 $9,456 $9,456 $0 $76,816 2 8 8 Good Unlikely Moderate M Roads - Road 7386 7386 Section Mayberry Drive Amaranth Street Hillborne Street Urban Asphalt 131.2 2 262.4 0 2015 20 25 19 6 $26,482 $0 $26,482 $52,480 8 10 10 Very Good Rare Moderate L Roads - Road 7387 7387 Section Mayberry Drive Hillborne Street Macintyre Lane Urban Asphalt 112.5 2 225 0 2015 20 25 19 6 $22,705 $0 $22,705 $45,000 8 10 10 Very Good Rare Moderate L Roads - Road 7388 7388 Section Mayberry Drive Mactiyre Lane End Urban Asphalt 57.5 2 115 0 2015 20 25 19 6 $11,598 $0 $11,598 $23,000 8 10 10 Very Good Rare Moderate L Roads - Road Melody Lane From: Development Phase 1 to 5569 5569 Section Taylor Drive Development Phase 1 Taylor Drive Urban Asphalt 60 2 0 2017 20 25 21 4 $6,594 $287 $6,307 $24,000 8 10 10 Very Good Rare Moderate L Roads - Road Melody Lane From: Leeson Street To: 15 15 Section Development Phase 1 Leeson Street Development Phase 1 Urban Asphalt 101.32 2 202.64 0 1993 20 25 0 28 $9,602 $4,618 $4,984 $40,528 0 10 10 Very Good Rare Moderate L Roads - Road Melody Lane From: Water Street To: Leeson 14 14 Section Street Water Street Leeson Street Urban Asphalt 152.39 2 304.78 0 1993 20 25 0 28 $6,064 $6,064 $0 $60,956 0 9 9 Very Good Rare Moderate L Roads - Road 13 13 Section Monty Avenue From: Leeson Street To: End Leeson Street End Urban Asphalt 75.4 2 150.8 0 1993 20 25 0 28 $8,536 $3,583 $4,952 $30,160 0 10 10 Very Good Rare Moderate L Roads - Road 7395 7395 Section Ritchie Drive Hunt Street End Urban Asphalt 88.9 2 177.8 0 2015 20 25 19 6 $17,944 $0 $17,944 $35,560 8 10 10 Very Good Rare Moderate L Roads - Road 7394 7394 Section Ritchie Drive Mayberry Drive Struckey Lane Urban Asphalt 237.9 2 475.8 0 2015 20 25 19 6 $48,018 $0 $48,018 $95,160 8 10 10 Very Good Rare Moderate L Roads - Road 8418 Section Scott Street: from Bielby Street to East End Bielby Street East End Urban Asphalt 60 2 120 8 480 2022 20 25 26 -1 $47,742 $0 $47,742 $24,000 10 8 8 Good Unlikely Moderate M Roads - Road Spruyt Avenue From: Main Street To: Crozier 89 89 Section Street Main Street Crozier Street Urban Asphalt 155.15 2 310.3 0 1972 20 25 0 49 $1,883 $1,883 $0 $62,060 0 10 10 Very Good Rare Moderate L Roads - Road 7397 7397 Section Stuckey Lane Ritchie Drive Hunt Street Urban Asphalt 207 2 414 0 2015 20 25 19 6 $41,770 $0 $41,770 $82,800 8 10 10 Very Good Rare Moderate L Roads - Road Taylor Drive at Mill Street Round About - N/E 5575 5575 Section Section Mill Street Round About Mill Street Round About Urban Asphalt 10 2 0 2017 20 25 21 4 $1,178 $51 $1,126 $4,000 8 10 10 Very Good Rare Moderate L Roads - Road Taylor Drive at Mill Street Round About - N/W 5576 5576 Section Section Mill Street Round About Mill Street Round About Urban Asphalt 10 2 0 2017 20 25 21 4 $1,178 $51 $1,126 $4,000 8 10 10 Very Good Rare Moderate L Roads - Road Taylor Drive at Mill Street Round About - S/E 5574 5574 Section Section Mill Street Round About Mill Street Round About Urban Asphalt 10 2 0 2017 20 25 21 4 $1,178 $51 $1,126 $4,000 8 10 10 Very Good Rare Moderate L Roads - Road Taylor Drive at Mill Street Round About - S/W 5577 5577 Section Section Mill Street Round About Mill Street Round About Urban Asphalt 10 2 0 2017 20 25 21 4 $1,178 $51 $1,126 $4,000 8 10 10 Very Good Rare Moderate L Roads - Road Taylor Drive From Melody Lane to Monty 5570 5570 Section Avenue Melody Lane Monty Avenue Urban Asphalt 89.4 2 0 2017 20 25 21 4 $10,528 $458 $10,070 $35,760 8 10 10 Very Good Rare Moderate L Roads - Road Taylor Drive from Mill Street Round About to 5578 5578 Section Amaranth Street Mill Street Round About Amaranth Street Urban Asphalt 141.2 2 0 2017 20 25 21 4 $16,627 $723 $15,904 $56,480 8 10 10 Very Good Rare Moderate L Grand Valley Roads - Road Section Inventory 26,929 Fixed Asset # Subtype Asset Name - Roads From To Classific ation Surface Material Length (m) # of Lanes Total Lane (m) Width (m) Square meters (m) Install Year Old Useful Life Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost/Section 2022 Condition Based On Useful Life Condition from Road Study Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure Risk of Failure 97,586 295 192,896 10 16 4,171,360 1,100,072 3,071,288 8,042,120 9 Roads - Road Taylor Drive from Montey Avenue to No Road 5571 5571 Section Name Monty Avenue No Road Name Urban Asphalt 220 2 0 2017 20 25 21 4 $25,907 $1,126 $24,781 $88,000 8 10 10 Very Good Rare Moderate L Roads - Road 5572 5572 Section Taylor Drive from No Road Name to Park No Road Name Park Urban Asphalt 271.1 2 0 2017 20 25 21 4 $31,924 $1,388 $30,536 $108,440 8 10 10 Very Good Rare Moderate L Roads - Road 5573 5573 Section Taylor Drive from Park to Mill Street Park Mill Street Round About Urban Asphalt 233.4 2 0 2017 20 25 21 4 $27,485 $1,195 $26,290 $93,360 8 10 10 Very Good Rare Moderate L Roads - Road Water Street From: 173167 (county Road 25) 59 59 Section To: 173173 (melody Lane) 173167 (county Road 25) 173173 (melody Lane) Urban Asphalt 131.81 2 263.62 0 1995 20 25 0 26 $39,943 $12,429 $27,513 $52,724 0 8 8 Good Unlikely Moderate M Roads - Road Water Street From: Emma Street To: William 114 114 Section Street Emma Street William Street Urban Asphalt 309.49 2 618.98 0 1995 20 25 0 26 $13,035 $13,035 $0 $123,796 0 9 9 Very Good Rare Moderate L Roads - Road Water Street From: William Street To: Main 33 33 Section Street William Street Main Street Urban Asphalt 77.09 2 154.18 0 1995 20 25 0 26 $6,255 $4,751 $1,504 $30,836 0 9 9 Very Good Rare Moderate L Roads - Road 4055 4055 Section Amaranth - East Luther Townline County Road 109 Concession Road 2-3 Rural Gravel 2717.766 2 5435.532 0 2011 4 0 10 $40,507 $26,940 $13,567 $19,024 0 5 5 Average Possible Minor M Roads - Road 4323 4323 Section Amaranth - East Luther Townline 5 Sideroad (Amaranth) County Road 10 Rural Gravel 2458.6 2 4917.2 0 2012 4 0 9 $12,773 $7,724 $5,050 $17,210 0 0 Very Poor Almost Certain Minor H Roads - Road 4324 4324 Section Amaranth - East Luther Townline Concession Road 6-7 15 Sideroad (Amaranth) Rural Gravel 1046.8 2 2093.6 0 2012 4 0 9 $8,765 $3,591 $5,173 $7,328 0 0 Very Poor Almost Certain Minor H Roads - Road 4327 4327 Section Amaranth - East Luther Townline 94m North of County Road 10 Concession Road 6-7 Rural Gravel 2011.8 2 4023.6 0 2012 4 0 9 $15,216 $6,500 $8,715 $14,083 0 0 Very Poor Almost Certain Minor H Roads - Road 3960 3960 Section Concession Road 12-13 East Luther - Wellington N Townline Sideroad 21-22 Rural Gravel 1844.526 2 3689.052 0 2010 4 0 11 $6,961 $6,961 $0 $12,912 0 5 5 Average Possible Minor M Roads - Road 3961 3961 Section Concession Road 12-13 Sideroad 24-25 Sideroad 27-28 Rural Gravel 1801.589 2 3603.178 0 2010 4 0 11 $24,765 $24,765 $0 $12,611 0 5 5 Average Possible Minor M Roads - Road 4395 4395 Section CONCESSION ROAD 12-13 SIDEROAD 21-22 SIDEROAD 24-25 Rural Gravel 1784.248 2 3568.496 0 2014 4 0 7 $6,132 $6,132 $0 $12,490 0 0 Very Poor Almost Certain Minor H Roads - Road 4396 4396 Section CONCESSION ROAD 12-13 SIDEROAD 27-28 COUNTY ROAD 25 Rural Gravel 1857.805 2 3715.61 0 2014 4 0 7 $6,386 $6,386 $0 $13,005 0 0 Very Poor Almost Certain Minor H Roads - Road Concession Road 12-13 From: County Road 25 4336 4336 Section To: Amaranth - East Luther Townline County Road 25 Amaranth - East Luther Townline Rural Gravel 1286.26 2 2572.52 0 2013 8 0 8 $12,086 $10,575 $1,511 $9,004 0 0 Very Poor Almost Certain Minor H Roads - Road Concession Road 3-4 From: Sideroad 27-28 To: 25 25 Section County Road 25 Sideroad 27-28 County Road 25 Rural Gravel 1856.52 2 3713.04 0 2005 4 0 16 $14,809 $13,930 $879 $12,996 0 5 5 Average Possible Minor M Roads - Road 3956 3956 Section Concession Road 4-5 Sideroad 24-25 Sideroad 27-28 Rural Gravel 1860.557 2 3721.114 0 2010 4 0 11 $7,333 $7,333 $0 $13,024 0 5 5 Average Possible Minor M Roads - Road 3957 3957 Section Concession Road 4-5 Sideroad 27-28 County Road 25 Rural Gravel 1877.562 2 3755.124 0 2010 4 0 11 $23,724 $12,226 $11,498 $13,143 0 5 5 Average Possible Minor M Roads - Road Concession Road 4-5 From: Sideroad 24-25 To: 125 125 Section End (west) Sideroad 24-25 End (west) Rural Gravel 585.42 2 1170.84 0 2005 4 0 16 $3,382 $3,382 $0 $4,098 0 5 5 Average Possible Minor M Roads - Road 3967 3967 Section Concession Road 6-7 Sideroad 21-22 1.38 Km E Of Sideroad 21-22 Rural Gravel 1379.408 2 2758.816 0 2010 4 0 11 $8,674 $8,674 $0 $9,656 0 5 5 Average Possible Minor M Roads - Road 4320 4320 Section Concession Road 6-7 County Road 25 Amaranth - East Luther Townline Rural Gravel 990.2 2 1980.4 0 2012 4 0 9 $6,759 $3,521 $3,238 $6,931 0 0 Very Poor Almost Certain Minor H Roads - Road Concession Road 8-9 From: Sideroad 21-22 To: 30 30 Section Sideroad 24-25 Sideroad 21-22 Sideroad 24-25 Rural Gravel 1810.95 2 3621.9 0 2008 4 0 13 $21,520 $20,586 $934 $12,677 0 5 5 Average Possible Minor M Roads - Road 4318 4318 Section East Luther - Wellington N. Townline Concession Road 2-3 End Rural Gravel 2712.7 2 5425.4 0 2012 4 0 9 $15,205 $8,830 $6,374 $18,989 0 0 Very Poor Almost Certain Minor H Roads - Road 4319 4319 Section East Luther - Wellington N. Townline County Road 109 Concession Road 2-3 Rural Gravel 2752.4 2 5504.8 0 2012 4 0 9 $15,317 $8,868 $6,449 $19,267 0 0 Very Poor Almost Certain Minor H Roads - Road East Luther - Wellington N. Townline From: 5 5 Section Concession Road 12-13 To: Highway 89 Concession Road 12-13 Highway 89 Rural Gravel 2741.15 2 5482.3 0 2008 4 0 13 $9,594 $9,594 $0 $19,188 0 5 5 Average Possible Minor M Roads - Road East Luther - Wellington N. Townline From: 4 4 Section County Road 15 To: Concession Road 12-13 County Road 15 Concession Road 12-13 Rural Gravel 2745.04 2 5490.08 0 2008 4 0 13 $9,608 $9,608 $0 $19,215 0 5 5 Average Possible Minor M Roads - Road 3966 3966 Section Sideroad 21-22 Concession Road 6-7 Concession Road 8-9 Rural Gravel 2721.277 2 5442.554 0 2010 4 0 11 $16,657 $16,657 $0 $19,049 0 5 5 Average Possible Minor M Roads - Road 4326 4326 Section Sideroad 21-22 Concession Road 2-3 End Rural Gravel 1432.3 2 2864.6 0 2012 4 0 9 $10,684 $6,437 $4,247 $10,026 0 0 Very Poor Almost Certain Minor H Roads - Road 4328 4328 Section Sideroad 21-22 County Road 109 Concession Road 2-3 Rural Gravel 2754.2 2 5508.4 0 2012 4 0 9 $20,874 $10,730 $10,145 $19,279 0 0 Very Poor Almost Certain Minor H Roads - Road 4393 4393 Section SIDEROAD 21-22 CONCESSION ROAD 8-9 COUNTY ROAD 15 Rural Gravel 2725.91 2 5451.82 0 2014 4 0 7 $15,824 $11,050 $4,774 $19,081 0 0 Very Poor Almost Certain Minor H Roads - Road 4394 4394 Section SIDEROAD 21-22 COUNTY ROAD 15 CONCESSION ROAD 12-13 Rural Gravel 2750.612 2 5501.224 0 2014 4 0 7 $20,242 $9,271 $10,972 $19,254 0 0 Very Poor Almost Certain Minor H Roads - Road Sideroad 21-22 From: Concession Road 12-13 4338 4338 Section To: Highway 89 Concession Road 12-13 Highway 89 Rural Gravel 2729 2 5458 0 2013 4 0 8 $6,406 $5,605 $801 $19,103 0 0 Very Poor Almost Certain Minor H Roads - Road 4054 4054 Section Sideroad 24-25 Concession Road 12-13 Highway 89 Rural Gravel 2718.661 2 5437.322 0 2011 4 0 10 $36,794 $36,794 $0 $19,031 0 5 5 Average Possible Minor M Roads - Road 4057 4057 Section Sideroad 24-25 Concession Road 2-3 Concession Road 4-5 Rural Gravel 2724.095 2 5448.19 0 2011 4 0 10 $26,895 $26,895 $0 $19,069 0 5 5 Average Possible Minor M Roads - Road 4059 4059 Section Sideroad 24-25 Concession Road 8-9 County Road 15 Rural Gravel 2721.797 2 5443.594 0 2011 4 0 10 $38,249 $24,383 $13,865 $19,053 0 5 5 Average Possible Minor M Roads - Road 4060 4060 Section Sideroad 24-25 Concession Road 4-5 Concession Road 6-7 Rural Gravel 2749.226 2 5498.452 0 2011 4 0 10 $20,833 $20,833 $0 $19,245 0 5 5 Average Possible Minor M Roads - Road 4061 4061 Section Sideroad 24-25 Concession Road 6-7 Concession Road 8-9 Rural Gravel 2724.835 2 5449.67 0 2011 4 0 10 $32,897 $26,533 $6,364 $19,074 0 5 5 Average Possible Minor M Roads - Road 4392 4392 Section SIDEROAD 24-25 COUNTY ROAD 109 CONCESSION ROAD 2-3 Rural Gravel 2746.344 2 5492.688 0 2014 4 0 7 $6,765 $4,170 $2,594 $19,224 0 0 Very Poor Almost Certain Minor H Grand Valley Roads - Road Section Inventory 26,929 Fixed Asset # Subtype Asset Name - Roads From To Classific ation Surface Material Length (m) # of Lanes Total Lane (m) Width (m) Square meters (m) Install Year Old Useful Life Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost/Section 2022 Condition Based On Useful Life Condition from Road Study Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure Risk of Failure 97,586 295 192,896 10 16 4,171,360 1,100,072 3,071,288 8,042,120 9 Roads - Road 4058 4058 Section Sideroad 24-25 from 15 to 12/13 County Road 15 Concession Road 12-13 Rural Gravel 2742.559 2 5485.118 0 2011 4 0 10 $26,761 $26,761 $0 $19,198 0 5 5 Average Possible Minor M Roads - Road 3955 3955 Section Sideroad 27-28 37m N Of Concession Road 8-9 County Road 15 Rural Gravel 2629.004 2 5258.008 0 2010 4 0 11 $17,365 $13,643 $3,722 $18,403 0 5 5 Average Possible Minor M Roads - Road 3959 3959 Section Sideroad 27-28 Concession Road 12-13 Highway 89 Rural Gravel 2723.591 2 5447.182 0 2010 4 0 11 $24,384 $20,528 $3,856 $19,065 0 5 5 Average Possible Minor M Roads - Road 3965 3965 Section Sideroad 27-28 County Road 15 Concession Road 12-13 Rural Gravel 2742.121 2 5484.242 0 2010 4 0 11 $34,791 $20,786 $14,005 $19,195 0 5 5 Average Possible Minor M Roads - Road 3986 3986 Section Sideroad 27-28 Concession Road 6-7 Concession Road 8-9 Rural Gravel 2663.935 2 5327.87 0 2010 4 0 11 $24,296 $20,525 $3,771 $18,648 0 5 5 Average Possible Minor M Roads - Road 4321 4321 Section Sideroad 27-28 Concession Road 3-4 Concession Road 4-5 Rural Gravel 1360.5 2 2721 0 2012 4 0 9 $7,068 $4,274 $2,794 $9,524 0 0 Very Poor Almost Certain Minor H Roads - Road 4322 4322 Section Sideroad 27-28 County Road 109 Concession Road 2-3 Rural Gravel 2746.4 2 5492.8 0 2012 4 0 9 $39,857 $10,164 $29,692 $19,225 0 0 Very Poor Almost Certain Minor H Roads - Road 4325 4325 Section Sideroad 27-28 Concession Road 2-3 Concession Road 3-4 Rural Gravel 1368.6 2 2737.2 0 2012 4 0 9 $10,351 $4,422 $5,929 $9,580 0 0 Very Poor Almost Certain Minor H Roads - Road 4329 4329 Section Sideroad 27-28 Concession Road 4-5 Concession Road 6-7 Rural Gravel 2753.4 2 5506.8 0 2012 4 0 9 $22,563 $9,376 $13,187 $19,274 0 0 Very Poor Almost Certain Minor H Roads - Road Sideroad 28-29 From: Concession Road 2-3 To: 37 37 Section End (south) Concession Road 2-3 End (south) Rural Gravel 908.9 2 1817.8 0 2006 4 0 15 $7,507 $7,507 $0 $6,362 0 5 5 Average Possible Minor M Grand Valley Roads - Road Section Inventory Current Leveles of Service Expected Levels of Service + Town Input Replacement/Improvement Year Based on Current Levels Replacement/Improvement Year Based on Expected Levels Fixed Asset # Subtype Asset Name - Roads Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitat ion Cost (2021 $) Year for Rehabilitation Note Proposed Rehabilitation (2) Cost (2021 $) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Condition better then expected for age Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life 1 $847,935 $475,607 46 46 Roads - Road Section Amaranth - East Luther Townline From: Concession Road 2-3 To: 328m N Of Concession Road 2-3 1 2003 10 2006 2021 2057 0 $1,838 2026 Routine Maintenance 70 2039 2039 2064 18 3739 3739 Roads - Road Section Amaranth - East Luther Townline From: County Road 10 To: Concession Road 6-7 1 2023 10 2026 2026 2051 5 $210 2026 Routine Maintenance 30 2034 2034 2059 13 1 1 Roads - Road Section Concession Rd 2-3 From: East Luther - Wellington N Townline To: Sideroad 21-22 1 2023 10 2026 2026 2051 5 $9,975 2026 Preventative Maintenance 8 20 2034 2034 2059 13 26 26 Roads - Road Section Concession Road 10-11 From: County Road 25 To: Amaranth - East Luther Townline 1 2026 10 2029 2029 2054 8 $6,300 2026 Routine Maintenance 20 2034 2034 2059 13 85 85 Roads - Road Section Concession Road 2-3 From: 162m East Of Bielby Street To: 277m East Of Bielby Street 1 2014 10 2017 2021 2046 0 60 2036 2036 2061 15 112 Roads - Road Section Concession Road 2-3 From: 453m East Of Bielby Street To: Amaranth - East Luther Townline 1 2040 10 2043 2043 2068 22 0 2043 2043 2068 22 5527 43 Roads - Road Section Concession Road 2-3 From: Sideroad 21-22 To: Sideroad 24-25 1 2036 10 2039 2039 2064 18 $9,450 2026 Routine Maintenance 0 2039 2039 2064 18 102 102 Roads - Road Section Concession Road 2-3 From: Sideroad 24-25 To: Sideroad 27-28 1 2021 10 2024 2024 2049 3 $9,975 2026 Routine Maintenance 40 2034 2034 2059 13 7 7 Roads - Road Section Concession Road 2-3 From: Sideroad 27-28 To: Sideroad 28-29 1 2020 10 2023 2023 2048 2 $3,150 2026 Routine Maintenance 50 2036 2036 2061 15 45 45 Roads - Road Section Concession Road 2-3 From: Sideroad 28-29 To: Leeson Street 1 2020 10 2023 2023 2048 2 $2,625 2028 Routine Maintenance 50 2036 2036 2061 15 3935 3935 Roads - Road Section Concession Road 6-7 From: 1.38 Km E Of Sideroad 21-22 To: Sideroad 24-25 2 2027 10 2030 2030 2055 9 $15,575 2024 Preventative Maintenance $46,725 2031 25 0 2049 2049 2074 28 28 28 Roads - Road Section Concession Road 6-7 From: County Road 25 To: 52m E Of County Road 25 1 2040 10 2043 2043 2068 22 0 2043 2043 2068 22 3940 3940 Roads - Road Section Concession Road 6-7 From: Sideroad 24-25 To: Sideroad 27-28 2 2027 10 2030 2030 2055 9 $42,000 2024 Preventative Maintenance $126,000 2031 25 5 2049 2049 2074 28 3941 3941 Roads - Road Section Concession Road 6-7 From: Sideroad 24-25 To: Sideroad 27-28 1 2027 10 2030 2030 2055 9 $3,675 2024 Routine Maintenance 20 2035 2035 2060 14 96 Roads - Road Section Concession Road 6-7 From: Sideroad 27-28 To: County Road 25 1 2040 10 2043 2043 2068 22 0 2043 2043 2068 22 29 29 Roads - Road Section Concession Road 8-9 From: County Road 25 To: Amaranth - East Luther Townline 1 2025 10 2028 2028 2053 7 $6,300 2028 Routine Maintenance 30 2036 2036 2061 15 31 31 Roads - Road Section Concession Road 8-9 From: Sideroad 24-25 To: Sideroad 27-28 3 2024 10 2027 2030 2055 9 $252,167 2025 Rehabilitation 25 0 2050 2050 2075 29 3736 3736 Roads - Road Section Concession Road 8-9 From: Sideroad 24-25 To: Sideroad 27-28 1 2026 10 2029 2029 2054 8 $902 2024 Routine Maintenance 10 2032 2032 2057 11 4344 4344 Roads - Road Section Concession Road 8-9 From: Sideroad 27-28 To: County Road 25 1 2031 10 2034 2034 2059 13 $9,713 2024 Routine Maintenance 0 2034 2034 2059 13 44 44 Roads - Road Section Sideroad 27-28 From: 2.66 Km N Of Concession 6-7 To: Concession 8-9 (bridge) 2 2011 10 2014 2021 2049 0 $1,483 2023 Preventative Maintenance 7 40 2030 2030 2055 9 124 124 Roads - Road Section Sideroad 27-28 From: 37m N Of Concession Road 8-9 To: Concession 8-9 2 2011 10 2014 2021 2049 0 $1,050 2023 Preventative Maintenance $3,150 2030 25 40 2048 2048 2073 27 123 123 Roads - Road Section Sideroad 27-28 From: Concession 8-9 To: Concession 8-9 2 2011 10 2014 2021 2049 0 $2,100 2023 Preventative Maintenance $6,300 2030 25 40 2048 2048 2073 27 79 79 Roads - Road Section Amaranth Street From: Crozier Street To: Pondsford Street 1 2014 10 2017 2021 2046 0 $2,520 2023 Preventative Maintenance 60 2036 2036 2061 15 49 49 Roads - Road Section Amaranth Street From: King Street To: Crozier Street 1 2014 10 2017 2021 2046 0 $1,680 2023 Preventative Maintenance 60 2036 2036 2061 15 55 55 Roads - Road Section Amaranth Street From: Leeson Street To: Emma Street 1 2014 10 2017 2021 2046 0 $630 2027 Routine Maintenance 70 2039 2039 2064 18 51 51 Roads - Road Section Amaranth Street From: Main Street To: King Street 1 2014 10 2017 2021 2046 0 $2,100 2023 Preventative Maintenance 60 2036 2036 2061 15 78 78 Roads - Road Section Amaranth Street From: Pondsford Street To: Bielby Street 1 2014 10 2017 2021 2046 0 $2,520 2023 Preventative Maintenance 60 2036 2036 2061 15 75 75 Roads - Road Section Bielby Street From: Amaranth Street To: Gier Street 2 2013 10 2016 2021 2047 0 $18,480 2025 Resurfacing $4,620 2032 20 30 2045 2045 2070 24 143 143 Roads - Road Section Bielby Street From: Gier Street To: Scott Street 2 2013 10 2016 2021 2047 0 $4,680 2023 Preventative Maintenance $18,720 2030 25 50 2048 2048 2073 27 17 Roads - Road Section Concession Road 2-3 From: 277m East Of Bielby Street To: 453m East Of Bielby Street 1 2040 10 2043 2043 2068 22 0 2043 2043 2068 22 24 24 Roads - Road Section Concession Road 2-3 From: Bielby Street To: 162m East Of Bielby Street 2 2014 10 2017 2021 2046 0 $8,640 2023 Preventative Maintenance 10 50 2033 2033 2058 12 39 39 Roads - Road Section Cooper Street From: George Street To: Parkview Street 2 2025 10 2028 2028 2053 7 $3,600 2024 Preventative Maintenance 10 10 2034 2034 2059 13 66 66 Roads - Road Section Cooper Street From: Parkview Street To: End 2 2025 10 2028 2028 2053 7 $3,600 2024 Preventative Maintenance 8 10 2032 2032 2057 11 34 34 Roads - Road Section Cooper Street From: River Street To: George Street 2 2025 10 2028 2028 2053 7 $8,100 2024 Preventative Maintenance 10 10 2034 2034 2059 13 Grand Valley Roads - Road Section Inventory Current Leveles of Service Expected Levels of Service + Town Input Replacement/Improvement Year Based on Current Levels Replacement/Improvement Year Based on Expected Levels Fixed Asset # Subtype Asset Name - Roads Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitat ion Cost (2021 $) Year for Rehabilitation Note Proposed Rehabilitation (2) Cost (2021 $) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Condition better then expected for age Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life 1 $847,935 $475,607 8422 77 Roads - Road Section Crozier Street From: Amaranth Street To: Gier Street 1 2039 10 2042 2042 2067 21 $630 2027 Routine Maintenance 0 2042 2042 2067 21 8423 105 Roads - Road Section Crozier Street From: Gier Street To: Webb Street 1 2039 10 2042 2042 2067 21 $1,140 2027 Routine Maintenance 0 2042 2042 2067 21 141 141 Roads - Road Section Deaken Drive From: County Road 15 To: County Road 15 1 2004 10 2007 2021 2056 0 $1,943 2028 Routine Maintenance 70 2039 2039 2064 18 80 80 Roads - Road Section Douglas Street From: Leeson Street To: Emma Street 2 2013 10 2016 2021 2047 0 $20,160 2025 Resurfacing $5,040 2031 25 40 2050 2050 2075 29 3958 3958 Roads - Road Section East Back Lane 1 2028 10 2031 2031 2056 10 $510 2024 Preventative Maintenance 10 2034 2034 2059 13 82 82 Roads - Road Section Emma Street From: Amaranth Street To: Douglas Street 2 2013 10 2016 2021 2047 0 $36,960 2025 Resurfacing $9,240 2031 25 30 2050 2050 2075 29 8421 54 Roads - Road Section Emma Street From: Mill Street To: Amaranth Street 1 2039 10 2042 2042 2067 21 $765 2024 Routine Maintenance 0 2042 2042 2067 21 107 Roads - Road Section Emma Street From: Water Street To: William Street 2 2040 10 2043 2043 2068 22 $10,440 2029 Preventative Maintenance 15 0 2044 2044 2069 23 61 61 Roads - Road Section Emma Street From: William Street To: Mill Street 2 2013 10 2016 2021 2047 0 $7,140 2023 Preventative Maintenance $28,560 2030 15 40 2038 2038 2063 17 109 109 Roads - Road Section Fife Road From: Crozier Street To: Mary Court 1 1990 10 1993 2021 2070 0 $420 2023 Routine Maintenance 60 2036 2036 2061 15 110 110 Roads - Road Section Fife Road From: Joyce Court To: Crozier Street 1 1990 10 1993 2021 2070 0 $525 2023 Routine Maintenance 60 2036 2036 2061 15 19 19 Roads - Road Section Fife Road From: Main Street To: Joyce Court 1 1990 10 1993 2021 2070 0 $315 2023 Routine Maintenance 60 2036 2036 2061 15 3 3 Roads - Road Section Fife Road From: Mary Court To: End (cul-de- sac) 1 1990 10 1993 2021 2070 0 $473 2024 Routine Maintenance 60 2036 2036 2061 15 38 38 Roads - Road Section George Street From: George Street To: End 1 2025 10 2028 2028 2053 7 $248 2024 Routine Maintenance 20 2033 2033 2058 12 40 40 Roads - Road Section George Street From: Main Street To: Cooper Street 1 2025 10 2028 2028 2053 7 $3,960 2024 Preventative Maintenance 20 2033 2033 2058 12 76 76 Roads - Road Section Gier Street From: Crozier Street To: Bielby Street 1 2013 10 2016 2021 2047 0 $12,600 2024 Preventative Maintenance 60 2036 2036 2061 15 87 87 Roads - Road Section Joyce Court From: Fife Road To: End (cul-de- sac) 2 1990 10 1993 2021 2070 0 $3,360 2024 Preventative Maintenance 50 2034 2034 2059 13 50 50 Roads - Road Section King Street From: Mill Street To: Amaranth Street 1 2013 10 2016 2021 2047 0 $893 2027 Routine Maintenance 70 2039 2039 2064 18 113 113 Roads - Road Section Leeson Street From: 175m S Of Mill Street To: Mill Street 2 2011 10 2014 2021 2049 0 $28,560 2023 Resurfacing $7,140 2029 20 30 2043 2043 2068 22 81 81 Roads - Road Section Leeson Street From: Amaranth Street To: Douglas Street 2 2011 10 2014 2021 2049 0 $38,640 2025 Resurfacing $5,040 2031 25 30 2050 2050 2075 29 56 56 Roads - Road Section Leeson Street From: Mill Street To: Amaranth Street 1 2011 10 2014 2021 2049 0 $893 2023 Routine Maintenance 60 2036 2036 2061 15 121 121 Roads - Road Section Lower Crozier Street From: Gier Street To: End 1 2013 10 2016 2021 2047 0 $360 2023 Routine Maintenance $2,880 2030 25 60 2048 2048 2073 27 41 41 Roads - Road Section Main Street From: George Street To: Parkview Street 2 2040 10 2043 2043 2068 22 0 2043 2043 2068 22 11 11 Roads - Road Section Main Street From: Parkview Street To: End 2 2013 10 2016 2021 2047 0 $15,120 2025 Resurfacing $3,780 2032 20 30 2045 2045 2070 24 36 36 Roads - Road Section Main Street From: River Street To: George Street 2 2040 10 2043 2043 2068 22 0 2043 2043 2068 22 86 86 Roads - Road Section Main Street From: Spruyt Avenue To: Fife Road 2 2018 10 2021 2021 2046 0 $6,720 2023 Preventative Maintenance $26,880 2028 25 30 2048 2048 2073 27 32 32 Roads - Road Section Main Street From: Water Street To: River Street 2 2013 10 2016 2021 2047 0 2028 Bridge Rehab 30 2029 2061 2086 40 20 20 Roads - Road Section Mary Court From: Fife Road To: End (cul-de- sac) 2 1990 10 1993 2021 2070 0 $2,940 2024 Preventative Maintenance 50 2034 2034 2059 13 23 23 Roads - Road Section Mill Street From: Emma Street To: Main Street 2 2015 10 2018 2021 2046 0 $12,312 2023 Preventative Maintenance 50 2034 2034 2059 13 10 10 Roads - Road Section Mill Street From: King Street To: Pondsford Street 1 2013 10 2016 2021 2047 0 $450 2024 Preventative Maintenance 60 2036 2036 2061 15 62 62 Roads - Road Section Mill Street From: Leeson Street To: Emma Street 1 2015 10 2018 2021 2046 0 $5,520 2023 Preventative Maintenance 60 2036 2036 2061 15 91 91 Roads - Road Section Mill Street From: Leeson Street To: End 1 2015 10 2018 2021 2046 0 $840 2027 Routine Maintenance 70 2039 2039 2064 18 22 22 Roads - Road Section Mill Street From: Main Street To: King Street 2 2013 10 2016 2021 2047 0 $99,240 2023 Preventative Maintenance 50 2034 2034 2059 13 3796 3796 Roads - Road Section Mount Haven Crescent From: County Road 25 To: County Road 25 1 2013 10 2016 2021 2047 0 $5,250 2024 Routine Maintenance 60 2036 2036 2061 15 42 42 Roads - Road Section Park View Street From: Main Street To: Cooper Street 1 2025 10 2028 2028 2053 7 $495 2024 Routine Maintenance 20 2033 2033 2058 12 111 111 Roads - Road Section Ponsford Street From: Mill Street To: Amaranth Street 1 2013 10 2016 2021 2047 0 $6,120 2024 Preventative Maintenance 60 2036 2036 2061 15 63 63 Roads - Road Section River Street From: Cooper Street To: End 2 2013 10 2016 2021 2047 0 $3,451 2024 Preventative Maintenance 50 2034 2034 2059 13 35 35 Roads - Road Section River Street From: Main Street To: Cooper Street 2 2025 10 2028 2028 2053 7 $4,210 2024 Preventative Maintenance 10 10 2034 2034 2059 13 21 21 Roads - Road Section Scott Street From: Bielby Street To: End (west) 3 2040 10 2043 2046 2071 25 $10,920 2028 Preventative Maintenance 0 2043 2045 2070 24 Grand Valley Roads - Road Section Inventory Current Leveles of Service Expected Levels of Service + Town Input Replacement/Improvement Year Based on Current Levels Replacement/Improvement Year Based on Expected Levels Fixed Asset # Subtype Asset Name - Roads Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitat ion Cost (2021 $) Year for Rehabilitation Note Proposed Rehabilitation (2) Cost (2021 $) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Condition better then expected for age Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life 1 $847,935 $475,607 115 115 Roads - Road Section Water Street From: Melody Lane To: Emma Street 1 2013 10 2016 2021 2047 0 $2,100 2023 Routine Maintenance $16,800 2031 20 60 2043 2043 2068 22 4062 4062 Roads - Road Section Watson Road: County Rd 25 to WWTP 1 2029 10 2032 2032 2057 11 $1,305 2026 Routine Maintenance 10 2035 2035 2060 14 127 127 Roads - Road Section Webb Street From: Main Street To: Crozier Street 1 2004 10 2007 2021 2056 0 $5,040 2024 Preventative Maintenance 60 2036 2036 2061 15 130 130 Roads - Road Section West Bank Alley From: Mill Street To: Amaranth Street 2 2022 10 2025 2025 2050 4 $33,696 2023 Resurfacing $8,424 2030 25 5 2048 2048 2073 27 142 142 Roads - Road Section William Street From: Emma Street To: Water Street 1 2013 10 2016 2021 2047 0 $480 2027 Routine Maintenance 70 2039 2039 2064 18 4441 4441 Roads - Road Section AMARANTH STREET FR:EMMA TO:MAIN 1 2032 10 2035 2035 2060 14 $420 2027 Routine Maintenance 5 2036 2036 2061 15 5625 90 Roads - Road Section Baker Court From: Crozier Street To: End 1 2037 10 2040 2040 2065 19 $360 2027 Routine Maintenance 0 2040 2040 2065 19 7391 7391 Roads - Road Section Beam Street 1 2033 10 2036 2036 2061 15 0 2036 2036 2061 15 7392 7392 Roads - Road Section Beam Street 1 2033 10 2036 2036 2061 15 0 2036 2036 2061 15 7393 7393 Roads - Road Section Beam Street 1 2033 10 2036 2036 2061 15 0 2036 2036 2061 15 5623 88 Roads - Road Section Crozier Street From: Baker Court To: Spruyt Avenue 1 2037 10 2040 2040 2065 19 $540 2027 Routine Maintenance 0 2040 2040 2065 19 5622 108 Roads - Road Section Crozier Street From: Spruyt Avenue To: Fife Road 1 2037 10 2040 2040 2065 19 $960 2027 Routine Maintenance 0 2040 2040 2065 19 5624 18 Roads - Road Section Crozier Street From: Webb Street To: Baker Court 1 2037 10 2040 2040 2065 19 $600 2027 Routine Maintenance 0 2040 2040 2065 19 7390 7390 Roads - Road Section Hillborne Street 1 2033 10 2036 2036 2061 15 0 2036 2036 2061 15 7396 7396 Roads - Road Section Hunt Street 1 2033 10 2036 2036 2061 15 0 2036 2036 2061 15 12 12 Roads - Road Section Leeson Street From: Melody Lane To: 175 M S. Of Mill Street 1 2011 10 2014 2021 2049 0 $3,720 2023 Preventative Maintenance 60 2036 2036 2061 15 7389 7389 Roads - Road Section Macintyre Lane 1 2033 10 2036 2036 2061 15 0 2036 2036 2061 15 48 48 Roads - Road Section Main Street From: Amaranth Street To: Webb Street 1 2018 10 2021 2021 2046 0 $2,093 2023 Preventative Maintenance $66,960 2030 20 40 2043 2043 2068 22 52 52 Roads - Road Section Main Street From: Mill Street To: Amaranth Street 1 2013 10 2016 2021 2047 0 $1,275 2023 Preventative Maintenance $40,800 2030 20 60 2043 2043 2068 22 57 57 Roads - Road Section Main Street From: Water Street To: Mill Street 1 2013 10 2016 2021 2047 0 $825 2023 Preventative Maintenance $6,600 2030 15 60 2038 2038 2063 17 16 16 Roads - Road Section Main Street From: Webb Street To: Spruyt Avenue 2 2018 10 2021 2021 2046 0 $998 2023 Preventative Maintenance $39,900 2028 25 30 2048 2048 2073 27 7386 7386 Roads - Road Section Mayberry Drive 1 2033 10 2036 2036 2061 15 0 2036 2036 2061 15 7387 7387 Roads - Road Section Mayberry Drive 1 2033 10 2036 2036 2061 15 0 2036 2036 2061 15 7388 7388 Roads - Road Section Mayberry Drive 1 2033 10 2036 2036 2061 15 0 2036 2036 2061 15 5569 5569 Roads - Road Section Melody Lane From: Development Phase 1 to Taylor Drive 1 2035 10 2038 2038 2063 17 $360 2026 Routine Maintenance 0 2038 2038 2063 17 15 15 Roads - Road Section Melody Lane From: Leeson Street To: Development Phase 1 1 2011 10 2014 2021 2049 0 $870 2026 Routine Maintenance 70 2039 2039 2064 18 14 14 Roads - Road Section Melody Lane From: Water Street To: Leeson Street 1 2011 10 2014 2021 2049 0 $900 2023 Preventative Maintenance 60 2036 2036 2061 15 13 13 Roads - Road Section Monty Avenue From: Leeson Street To: End 1 2011 10 2014 2021 2049 0 $750 2027 Routine Maintenance 70 2039 2039 2064 18 7395 7395 Roads - Road Section Ritchie Drive 1 2033 10 2036 2036 2061 15 0 2036 2036 2061 15 7394 7394 Roads - Road Section Ritchie Drive 1 2033 10 2036 2036 2061 15 0 2036 2036 2061 15 8418 Roads - Road Section Scott Street: from Bielby Street to East End 2 2040 10 2043 2043 2068 22 0 2043 2043 2068 22 89 89 Roads - Road Section Spruyt Avenue From: Main Street To: Crozier Street 1 1990 10 1993 2021 2070 0 $900 2027 Routine Maintenance 70 2039 2039 2064 18 7397 7397 Roads - Road Section Stuckey Lane 1 2033 10 2036 2036 2061 15 0 2036 2036 2061 15 5575 5575 Roads - Road Section Taylor Drive at Mill Street Round About - N/E Section 1 2035 10 2038 2038 2063 17 $240 2027 Routine Maintenance 0 2038 2038 2063 17 5576 5576 Roads - Road Section Taylor Drive at Mill Street Round About - N/W Section 1 2035 10 2038 2038 2063 17 $240 2027 Routine Maintenance 0 2038 2038 2063 17 5574 5574 Roads - Road Section Taylor Drive at Mill Street Round About - S/E Section 1 2035 10 2038 2038 2063 17 $240 2027 Routine Maintenance 0 2038 2038 2063 17 5577 5577 Roads - Road Section Taylor Drive at Mill Street Round About - S/W Section 1 2035 10 2038 2038 2063 17 $240 2027 Routine Maintenance 0 2038 2038 2063 17 5570 5570 Roads - Road Section Taylor Drive From Melody Lane to Monty Avenue 1 2035 10 2038 2038 2063 17 $540 2027 Routine Maintenance 0 2038 2038 2063 17 5578 5578 Roads - Road Section Taylor Drive from Mill Street Round About to Amaranth Street 1 2035 10 2038 2038 2063 17 $840 2027 Routine Maintenance 0 2038 2038 2063 17 Grand Valley Roads - Road Section Inventory Current Leveles of Service Expected Levels of Service + Town Input Replacement/Improvement Year Based on Current Levels Replacement/Improvement Year Based on Expected Levels Fixed Asset # Subtype Asset Name - Roads Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitat ion Cost (2021 $) Year for Rehabilitation Note Proposed Rehabilitation (2) Cost (2021 $) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Condition better then expected for age Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life 1 $847,935 $475,607 5571 5571 Roads - Road Section Taylor Drive from Montey Avenue to No Road Name 1 2035 10 2038 2038 2063 17 $2,160 2027 Routine Maintenance 0 2038 2038 2063 17 5572 5572 Roads - Road Section Taylor Drive from No Road Name to Park 1 2035 10 2038 2038 2063 17 $1,620 2027 Routine Maintenance 0 2038 2038 2063 17 5573 5573 Roads - Road Section Taylor Drive from Park to Mill Street 1 2035 10 2038 2038 2063 17 $1,410 2027 Routine Maintenance 0 2038 2038 2063 17 59 59 Roads - Road Section Water Street From: 173167 (county Road 25) To: 173173 (melody Lane) 2 2013 10 2016 2021 2047 0 $604 2023 Preventative Maintenance 50 2034 2034 2059 13 114 114 Roads - Road Section Water Street From: Emma Street To: William Street 1 2013 10 2016 2021 2047 0 $1,575 2023 Routine Maintenance $1,575 2031 20 60 2043 2043 2068 22 33 33 Roads - Road Section Water Street From: William Street To: Main Street 1 2013 10 2016 2021 2047 0 $473 2023 Preventative Maintenance $473 2031 15 60 2038 2038 2063 17 4055 4055 Roads - Road Section Amaranth - East Luther Townline 2 2014 10 2014 2021 2031 0 20 2022 2022 2026 1 4323 4323 Roads - Road Section Amaranth - East Luther Townline 3 2015 10 2015 2021 2030 0 0 2021 2021 2025 0 4324 4324 Roads - Road Section Amaranth - East Luther Townline 3 2015 10 2015 2021 2030 0 0 2021 2021 2025 0 4327 4327 Roads - Road Section Amaranth - East Luther Townline 3 2015 10 2015 2021 2030 0 0 2021 2021 2025 0 3960 3960 Roads - Road Section Concession Road 12-13 2 2013 10 2013 2021 2032 0 20 2022 2022 2026 1 3961 3961 Roads - Road Section Concession Road 12-13 2 2013 10 2013 2021 2032 0 20 2022 2022 2026 1 4395 4395 Roads - Road Section CONCESSION ROAD 12-13 3 2017 10 2017 2021 2028 0 0 2021 2021 2025 0 4396 4396 Roads - Road Section CONCESSION ROAD 12-13 3 2017 10 2017 2021 2028 0 0 2021 2021 2025 0 4336 4336 Roads - Road Section Concession Road 12-13 From: County Road 25 To: Amaranth - East Luther Townline 3 2019 10 2020 2021 2029 0 0 2021 2021 2029 0 25 25 Roads - Road Section Concession Road 3-4 From: Sideroad 27-28 To: County Road 25 2 2008 10 2008 2021 2037 0 20 2022 2022 2026 1 3956 3956 Roads - Road Section Concession Road 4-5 2 2013 10 2013 2021 2032 0 20 2022 2022 2026 1 3957 3957 Roads - Road Section Concession Road 4-5 2 2013 10 2013 2021 2032 0 20 2022 2022 2026 1 125 125 Roads - Road Section Concession Road 4-5 From: Sideroad 24-25 To: End (west) 2 2008 10 2008 2021 2037 0 20 2022 2022 2026 1 3967 3967 Roads - Road Section Concession Road 6-7 2 2013 10 2013 2021 2032 0 20 2022 2022 2026 1 4320 4320 Roads - Road Section Concession Road 6-7 3 2015 10 2015 2021 2030 0 0 2021 2021 2025 0 30 30 Roads - Road Section Concession Road 8-9 From: Sideroad 21-22 To: Sideroad 24-25 2 2011 10 2011 2021 2034 0 20 2022 2022 2026 1 4318 4318 Roads - Road Section East Luther - Wellington N. Townline 3 2015 10 2015 2021 2030 0 0 2021 2021 2025 0 4319 4319 Roads - Road Section East Luther - Wellington N. Townline 3 2015 10 2015 2021 2030 0 0 2021 2021 2025 0 5 5 Roads - Road Section East Luther - Wellington N. Townline From: Concession Road 12-13 To: Highway 89 2 2011 10 2011 2021 2034 0 20 2022 2022 2026 1 4 4 Roads - Road Section East Luther - Wellington N. Townline From: County Road 15 To: Concession Road 12-13 2 2011 10 2011 2021 2034 0 20 2022 2022 2026 1 3966 3966 Roads - Road Section Sideroad 21-22 2 2013 10 2013 2021 2032 0 20 2022 2022 2026 1 4326 4326 Roads - Road Section Sideroad 21-22 3 2015 10 2015 2021 2030 0 0 2021 2021 2025 0 4328 4328 Roads - Road Section Sideroad 21-22 3 2015 10 2015 2021 2030 0 0 2021 2021 2025 0 4393 4393 Roads - Road Section SIDEROAD 21-22 3 2017 10 2017 2021 2028 0 0 2021 2021 2025 0 4394 4394 Roads - Road Section SIDEROAD 21-22 3 2017 10 2017 2021 2028 0 0 2021 2021 2025 0 4338 4338 Roads - Road Section Sideroad 21-22 From: Concession Road 12-13 To: Highway 89 3 2016 10 2016 2021 2029 0 0 2021 2021 2025 0 4054 4054 Roads - Road Section Sideroad 24-25 2 2014 10 2014 2021 2031 0 20 2022 2022 2026 1 4057 4057 Roads - Road Section Sideroad 24-25 2 2014 10 2014 2021 2031 0 20 2022 2022 2026 1 4059 4059 Roads - Road Section Sideroad 24-25 2 2014 10 2014 2021 2031 0 20 2022 2022 2026 1 4060 4060 Roads - Road Section Sideroad 24-25 2 2014 10 2014 2021 2031 0 20 2022 2022 2026 1 4061 4061 Roads - Road Section Sideroad 24-25 2 2014 10 2014 2021 2031 0 20 2022 2022 2026 1 4392 4392 Roads - Road Section SIDEROAD 24-25 3 2017 10 2017 2021 2028 0 0 2021 2021 2025 0 Grand Valley Roads - Road Section Inventory Current Leveles of Service Expected Levels of Service + Town Input Replacement/Improvement Year Based on Current Levels Replacement/Improvement Year Based on Expected Levels Fixed Asset # Subtype Asset Name - Roads Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Proposed Rehabilitat ion Cost (2021 $) Year for Rehabilitation Note Proposed Rehabilitation (2) Cost (2021 $) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current + Condition better then expected for age Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life 1 $847,935 $475,607 4058 4058 Roads - Road Section Sideroad 24-25 from 15 to 12/13 2 2014 10 2014 2021 2031 0 20 2022 2022 2026 1 3955 3955 Roads - Road Section Sideroad 27-28 2 2013 10 2013 2021 2032 0 20 2022 2022 2026 1 3959 3959 Roads - Road Section Sideroad 27-28 2 2013 10 2013 2021 2032 0 20 2022 2022 2026 1 3965 3965 Roads - Road Section Sideroad 27-28 2 2013 10 2013 2021 2032 0 20 2022 2022 2026 1 3986 3986 Roads - Road Section Sideroad 27-28 2 2013 10 2013 2021 2032 0 20 2022 2022 2026 1 4321 4321 Roads - Road Section Sideroad 27-28 3 2015 10 2015 2021 2030 0 0 2021 2021 2025 0 4322 4322 Roads - Road Section Sideroad 27-28 3 2015 10 2015 2021 2030 0 0 2021 2021 2025 0 4325 4325 Roads - Road Section Sideroad 27-28 3 2015 10 2015 2021 2030 0 0 2021 2021 2025 0 4329 4329 Roads - Road Section Sideroad 27-28 3 2015 10 2015 2021 2030 0 0 2021 2021 2025 0 37 37 Roads - Road Section Sideroad 28-29 From: Concession Road 2-3 To: End (south) 2 2009 10 2009 2021 2036 0 20 2022 2022 2026 1 Grand Valley Storm/Sanitary - Catch Basin Inventory Current Leveles of Service Replacement/Improvement Year Based on Current Levels Service Fixed Asset # Map Link Subtype Road Name Asset Name Access diameter Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Assessed Condition Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequ ence of Failure Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score 70.2 29.8 $ 651,640 $ 58,658 $ 592,983 $1,413,364 7.0 1.5 3161 Storm/Sanitary - Catch Basin Main Street From: Webb Street To: Spruyt Avenue CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3162 Storm/Sanitary - Catch Basin Main Street From: Webb Street To: Spruyt Avenue CatchBasin - Main Street 1200 1969 100 48 52 $ 2,360.89 $ 486.13 $ 1,874.76 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3163 Storm/Sanitary - Catch Basin Main Street From: Webb Street To: Spruyt Avenue CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3164 Storm/Sanitary - Catch Basin Main Street From: Webb Street To: Spruyt Avenue CatchBasin - 90 Main Street 1200 1969 100 48 52 $ 4,200.95 $ 622.03 $ 3,578.92 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3165 Storm/Sanitary - Catch Basin Main Street From: Amaranth Street To: Webb Street CatchBasin - Main Street 1200 1969 100 48 52 $ 2,153.21 $ 332.32 $ 1,820.89 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3166 Storm/Sanitary - Catch Basin Main Street From: Amaranth Street To: Webb Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3167 Storm/Sanitary - Catch Basin Main Street From: Amaranth Street To: Webb Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3168 Storm/Sanitary - Catch Basin Main Street From: Amaranth Street To: Webb Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3169 Storm/Sanitary - Catch Basin Main Street From: Amaranth Street To: Webb Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3170 Storm/Sanitary - Catch Basin Main Street From: Amaranth Street To: Webb Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3171 Storm/Sanitary - Catch Basin Main Street From: Amaranth Street To: Webb Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3172 Storm/Sanitary - Catch Basin Main Street From: Amaranth Street To: Webb Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3173 Storm/Sanitary - Catch Basin Main Street From: Amaranth Street To: Webb Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3174 Storm/Sanitary - Catch Basin Main Street From: Amaranth Street To: Webb Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3175 Storm/Sanitary - Catch Basin Main Street From: Amaranth Street To: Webb Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3176 Storm/Sanitary - Catch Basin Main Street From: Amaranth Street To: Webb Street CatchBasin - Main Street 1200 1969 100 48 52 $ 2,153.21 $ 332.32 $ 1,820.89 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3177 Storm/Sanitary - Catch Basin Main Street From: Mill Street To: Amaranth Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3178 Storm/Sanitary - Catch Basin Main Street From: Mill Street To: Amaranth Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3179 Storm/Sanitary - Catch Basin Main Street From: Mill Street To: Amaranth Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3180 Storm/Sanitary - Catch Basin Main Street From: Mill Street To: Amaranth Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3181 Storm/Sanitary - Catch Basin Main Street From: Mill Street To: Amaranth Street CatchBasin - Main Street 1200 1969 100 48 52 $ 2,153.21 $ 332.32 $ 1,820.89 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3182 Storm/Sanitary - Catch Basin Main Street From: Mill Street To: Amaranth Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3183 Storm/Sanitary - Catch Basin Main Street From: Water Street To: Mill Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3184 Storm/Sanitary - Catch Basin Main Street From: Water Street To: Mill Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3185 Storm/Sanitary - Catch Basin Main Street From: Water Street To: Mill Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3186 Storm/Sanitary - Catch Basin Main Street From: Water Street To: Mill Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3187 Storm/Sanitary - Catch Basin Melody Lane From: Leeson Street To: End CatchBasin - Melody Lane 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3188 Storm/Sanitary - Catch Basin Melody Lane From: Leeson Street To: End CatchBasin - Melody Lane 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3189 Storm/Sanitary - Catch Basin Melody Lane From: Water Street To: Leeson Street CatchBasin - Melody Lane 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3190 Storm/Sanitary - Catch Basin Melody Lane From: Water Street To: Leeson Street CatchBasin - Melody Lane 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3191 Storm/Sanitary - Catch Basin Melody Lane From: Water Street To: Leeson Street CatchBasin - Melody Lane 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3192 Storm/Sanitary - Catch Basin Melody Lane From: Water Street To: Leeson Street CatchBasin - Melody Lane 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3193 Storm/Sanitary - Catch Basin Melody Lane From: Water Street To: Leeson Street CatchBasin - Melody Lane 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3194 Storm/Sanitary - Catch Basin Melody Lane From: Water Street To: Leeson Street CatchBasin - Melody Lane 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3195 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3196 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3197 Storm/Sanitary - Catch Basin Monty Avenue From: Leeson Street To: End CatchBasin - Monty Avenue 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3198 Storm/Sanitary - Catch Basin Monty Avenue From: Leeson Street To: End CatchBasin - Monty Avenue 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3199 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3200 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3201 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3202 Storm/Sanitary - Catch Basin Gier Street From: Crozier Street To: Bielby Street CatchBasin - Gier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3203 Storm/Sanitary - Catch Basin Gier Street From: Crozier Street To: Bielby Street CatchBasin - Gier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 Grand Valley Storm/Sanitary - Catch Basin Inventory Current Leveles of Service Replacement/Improvement Year Based on Current Levels Service Fixed Asset # Map Link Subtype Road Name Asset Name Access diameter Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Assessed Condition Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequ ence of Failure Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score 70.2 29.8 $ 651,640 $ 58,658 $ 592,983 $1,413,364 7.0 1.5 3204 Storm/Sanitary - Catch Basin River Street From: Cooper Street To: End CatchBasin - River Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3205 Storm/Sanitary - Catch Basin Main Street From: River Street To: George Street DoubleCatchBasin - Main Street 1200 1969 100 48 52 $ 501.04 $ 260.52 $ 240.52 $4,500 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3206 Storm/Sanitary - Catch Basin Main Street From: River Street To: George Street ManholeCatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $4,500 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3207 Storm/Sanitary - Catch Basin Main Street From: Water Street To: Mill Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3208 Storm/Sanitary - Catch Basin Amaranth Street From: Crozier Street To: Pondsford Street CatchBasin - Amaranth Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3209 Storm/Sanitary - Catch Basin Amaranth Street From: Crozier Street To: Pondsford Street CatchBasin - Amaranth Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3210 Storm/Sanitary - Catch Basin Amaranth Street From: King Street To: Crozier Street CatchBasin - Amaranth Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3211 Storm/Sanitary - Catch Basin Amaranth Street From: Main Street To: King Street CatchBasin - 22 Amaranth Street 1200 1969 100 48 52 $ 2,971.45 $ 543.73 $ 2,427.72 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3212 Storm/Sanitary - Catch Basin Amaranth Street From: Main Street To: King Street CatchBasin - Amaranth Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3213 Storm/Sanitary - Catch Basin Main Street From: Mill Street To: Amaranth Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3214 Storm/Sanitary - Catch Basin Amaranth Street From: Emma Street To: Main Street CatchBasin - AMARANTH STREET 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3216 Storm/Sanitary - Catch Basin Amaranth Street From: Leeson Street To: Emma Street CatchBasin - Amaranth Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3217 Storm/Sanitary - Catch Basin Amaranth Street From: Leeson Street To: Emma Street CatchBasin - Amaranth Street 1200 1969 100 48 52 $ 11,442.65 $ 377.65 $ 11,065.00 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3218 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - Leeson Street @ Amaranth 1200 1969 100 48 52 $ 2,360.89 $ 486.13 $ 1,874.76 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3219 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - Leeson Street @ Amaranth 1200 1969 100 48 52 $ 2,360.89 $ 486.13 $ 1,874.76 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3220 Storm/Sanitary - Catch Basin Main Street From: Spruyt Avenue To: Fife Road CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3221 Storm/Sanitary - Catch Basin Spruyt Avenue From: Main Street To: Crozier Street CatchBasin - Spruyt Avenue 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3222 Storm/Sanitary - Catch Basin Main Street From: Spruyt Avenue To: Fife Road CatchBasin - Main Street 1200 1969 100 48 52 $ 2,153.21 $ 332.32 $ 1,820.89 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3223 Storm/Sanitary - Catch Basin Main Street From: Webb Street To: Spruyt Avenue CatchBasin - Main Street 1200 1969 100 48 52 $ 2,153.21 $ 332.32 $ 1,820.89 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3224 Storm/Sanitary - Catch Basin Main Street From: Webb Street To: Spruyt Avenue CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3225 Storm/Sanitary - Catch Basin Main Street From: Webb Street To: Spruyt Avenue CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3226 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3227 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3228 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3229 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3230 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3231 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3232 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3233 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3234 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3235 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3236 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3237 Storm/Sanitary - Catch Basin Leeson Street From: 175m S Of Mill Street To: Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3238 Storm/Sanitary - Catch Basin Leeson Street From: 175m S Of Mill Street To: Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3239 Storm/Sanitary - Catch Basin Leeson Street From: 175m S Of Mill Street To: Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3240 Storm/Sanitary - Catch Basin Mill Street From: Leeson Street To: Emma Street CatchBasin - Mill Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3241 Storm/Sanitary - Catch Basin Leeson Street From: Mill Street To: Amaranth Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3242 Storm/Sanitary - Catch Basin Leeson Street From: Mill Street To: Amaranth Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3243 Storm/Sanitary - Catch Basin Leeson Street From: Mill Street To: Amaranth Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3244 Storm/Sanitary - Catch Basin Leeson Street From: Mill Street To: Amaranth Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3245 Storm/Sanitary - Catch Basin Concession Road 2-3 From: Sideroad 28-29 To: Leeson Street DitchInletCatchBasin - Concession Road 2-3 1200 1969 100 48 52 $ 9,950.25 $ 1,775.26 $ 8,174.99 $4,500 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3248 Storm/Sanitary - Catch Basin Emma Street From: Mill Street To: Amaranth Street CatchBasin - Emma Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 Grand Valley Storm/Sanitary - Catch Basin Inventory Current Leveles of Service Replacement/Improvement Year Based on Current Levels Service Fixed Asset # Map Link Subtype Road Name Asset Name Access diameter Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Assessed Condition Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequ ence of Failure Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score 70.2 29.8 $ 651,640 $ 58,658 $ 592,983 $1,413,364 7.0 1.5 3249 Storm/Sanitary - Catch Basin Emma Street From: Mill Street To: Amaranth Street CatchBasin - Emma Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3250 Storm/Sanitary - Catch Basin Emma Street From: Mill Street To: Amaranth Street CatchBasin - Emma Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3251 Storm/Sanitary - Catch Basin Mill Street From: Leeson Street To: Emma Street CatchBasin - Mill Street @ Emma 1200 1969 100 48 52 $ 2,360.89 $ 486.13 $ 1,874.76 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3252 Storm/Sanitary - Catch Basin Mill Street From: Leeson Street To: Emma Street CatchBasin - Mill Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3253 Storm/Sanitary - Catch Basin Mill Street From: Emma Street To: Main Street CatchBasin - Mill Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3254 Storm/Sanitary - Catch Basin Mill Street From: Emma Street To: Main Street CatchBasin - Mill Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3255 Storm/Sanitary - Catch Basin Mill Street From: Emma Street To: Main Street CatchBasin - Mill Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3256 Storm/Sanitary - Catch Basin Main Street From: Water Street To: Mill Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3257 Storm/Sanitary - Catch Basin Mill Street From: Emma Street To: Main Street CatchBasin - Mill Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3258 Storm/Sanitary - Catch Basin Mill Street From: Main Street To: King Street CatchBasin - Mill Street 1200 1969 100 48 52 $ 313.15 $ 188.78 $ 124.37 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3259 Storm/Sanitary - Catch Basin Mill Street From: Main Street To: King Street CatchBasin - Mill Street 1200 1969 100 48 52 $ 313.15 $ 188.78 $ 124.37 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3260 Storm/Sanitary - Catch Basin Mill Street From: King Street To: Pondsford Street DoubleCatchBasin - King @ Mill Street 1200 1969 100 48 52 $ 2,548.78 $ 635.92 $ 1,912.86 $4,500 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3261 Storm/Sanitary - Catch Basin Mill Street From: King Street To: Pondsford Street CatchBasin - Mill Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3262 Storm/Sanitary - Catch Basin Ponsford Street From: Mill Street To: Amaranth Street CatchBasin - Ponsford Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3263 Storm/Sanitary - Catch Basin Ponsford Street From: Mill Street To: Amaranth Street CatchBasin - Ponsford Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3264 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - King Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3265 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - King Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3266 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - King Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3267 Storm/Sanitary - Catch Basin Spruyt Avenue From: Main Street To: Crozier Street CatchBasin - Spruyt Avenue 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3268 Storm/Sanitary - Catch Basin Lower Crozier Street From: Gier Street To: End ManholeCatchBasin - Lower Crozier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3269 Storm/Sanitary - Catch Basin Crozier Street From: Gier Street To: Webb Street ManholeCatchBasin - Crozier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3270 Storm/Sanitary - Catch Basin Crozier Street From: Amaranth Street To: Gier Street CatchBasin - Crozier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 3271 Storm/Sanitary - Catch Basin Crozier Street From: Amaranth Street To: Gier Street ManholeCatchBasin - Crozier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4091 Storm/Sanitary - Catch Basin Scott Street From: Bielby Street To: End (west) Catchbasin - Scott Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4092 Storm/Sanitary - Catch Basin Leeson Street From: 175m S Of Mill Street To: Mill Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4093 Storm/Sanitary - Catch Basin Mill Street From: Leeson Street To: Emma Street CatchBasin - Mill Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4094 Storm/Sanitary - Catch Basin Leeson Street From: Amaranth Street To: Douglas Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4095 Storm/Sanitary - Catch Basin Leeson Street From: Amaranth Street To: Douglas Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4096 Storm/Sanitary - Catch Basin Leeson Street From: Amaranth Street To: Douglas Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4097 Storm/Sanitary - Catch Basin Leeson Street From: Amaranth Street To: Douglas Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4098 Storm/Sanitary - Catch Basin Douglas Street From: Leeson Street To: Emma Street CatchBasin - Douglas Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4099 Storm/Sanitary - Catch Basin Douglas Street From: Leeson Street To: Emma Street CatchBasin - Douglas Steet 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4100 Storm/Sanitary - Catch Basin Emma Street From: Amaranth Street To: Douglas Street CatchBasin - Emma Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4101 Storm/Sanitary - Catch Basin Emma Street From: Amaranth Street To: Douglas Street CatchBasin - Emma Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4102 Storm/Sanitary - Catch Basin Emma Street From: Amaranth Street To: Douglas Street CatchBasin - Emma Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4103 Storm/Sanitary - Catch Basin Emma Street From: Amaranth Street To: Douglas Street CatchBasin - Emma Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4104 Storm/Sanitary - Catch Basin Emma Street From: Mill Street To: Amaranth Street CatchBasin - Emma Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4105 Storm/Sanitary - Catch Basin Main Street From: River Street To: George Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4106 Storm/Sanitary - Catch Basin Main Street From: River Street To: George Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4107 Storm/Sanitary - Catch Basin Main Street From: River Street To: George Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4108 Storm/Sanitary - Catch Basin Water Street From: Emma Street To: William Street CatchBasin - Water Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4109 Storm/Sanitary - Catch Basin Water Street From: William Street To: Main Street CatchBasin - Water Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 Grand Valley Storm/Sanitary - Catch Basin Inventory Current Leveles of Service Replacement/Improvement Year Based on Current Levels Service Fixed Asset # Map Link Subtype Road Name Asset Name Access diameter Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Assessed Condition Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequ ence of Failure Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score 70.2 29.8 $ 651,640 $ 58,658 $ 592,983 $1,413,364 7.0 1.5 4110 Storm/Sanitary - Catch Basin Water Street From: William Street To: Main Street CatchBasin - Water Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4111 Storm/Sanitary - Catch Basin Main Street From: Water Street To: Mill Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4112 Storm/Sanitary - Catch Basin Main Street From: Mill Street To: Amaranth Street CatchBasin - Main Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4113 Storm/Sanitary - Catch Basin Main Street From: Mill Street To: Amaranth Street Double CatchBasin - Main Street 1200 1969 100 48 52 $ 501.04 $ 260.52 $ 240.52 $4,500 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4114 Storm/Sanitary - Catch Basin Crozier Street From: Amaranth Street To: Gier Street CatchBasin - Crozier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4115 Storm/Sanitary - Catch Basin Amaranth Street From: Pondsford Street To: Bielby Street CatchBasin - Amaranth Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4116 Storm/Sanitary - Catch Basin Bielby Street From: Amaranth Street To: Gier Street CatchBasin - Bielby Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4117 Storm/Sanitary - Catch Basin Bielby Street From: Amaranth Street To: Gier Street CatchBasin - Bielby Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4118 Storm/Sanitary - Catch Basin Concession Road 2-3 CatchBasin - Concession Road 2-3 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4119 Storm/Sanitary - Catch Basin Concession Road 2-3 CatchBasin - Concession Road 2-3 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4120 Storm/Sanitary - Catch Basin Concession Road 2-3 CatchBasin - Concession Road 2-3 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4121 Storm/Sanitary - Catch Basin Concession Road 2-3 CatchBasin - Concession Road 2-3 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4122 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - 11 King Street 1200 1969 100 48 52 $ 2,360.89 $ 486.13 $ 1,874.76 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4123 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - King Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4124 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - King Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4125 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - King @ Mill Street 1200 1969 100 48 52 $ 2,360.89 $ 486.13 $ 1,874.76 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4126 Storm/Sanitary - Catch Basin Mill Street From: Main Street To: King Street CatchBasin - King @ Mill Street 1200 1969 100 48 52 $ 2,360.89 $ 486.13 $ 1,874.76 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4127 Storm/Sanitary - Catch Basin Mill Street From: King Street To: Pondsford Street CatchBasin - King @ Mill Street 1200 1969 100 48 52 $ 2,360.89 $ 486.13 $ 1,874.76 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4128 Storm/Sanitary - Catch Basin Mill Street From: Main Street To: King Street CatchBasin - Mill Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4129 Storm/Sanitary - Catch Basin Mill Street From: Main Street To: King Street CatchBasin - Mill Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4130 Storm/Sanitary - Catch Basin Mill Street From: Main Street To: King Street CatchBasin - Mill Street 1200 1969 100 48 52 $ 3,969.56 $ 524.22 $ 3,445.34 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4131 Storm/Sanitary - Catch Basin Mill Street From: King Street To: Pondsford Street CatchBasin - Mill Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4132 Storm/Sanitary - Catch Basin Mill Street From: King Street To: Pondsford Street CatchBasin - Mill Street 1200 1969 100 48 52 $ 313.15 $ 188.78 $ 124.37 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4133 Storm/Sanitary - Catch Basin Mill Street From: King Street To: Pondsford Street CatchBasin - Mill Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4134 Storm/Sanitary - Catch Basin Ponsford Street From: Mill Street To: Amaranth Street CatchBasin - Ponsford Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4135 Storm/Sanitary - Catch Basin Gier Street From: Crozier Street To: Bielby Street CatchBasin - Gier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4136 Storm/Sanitary - Catch Basin Gier Street From: Crozier Street To: Bielby Street CatchBasin - Gier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4137 Storm/Sanitary - Catch Basin Gier Street From: Crozier Street To: Bielby Street CatchBasin - Gier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4138 Storm/Sanitary - Catch Basin Gier Street From: Crozier Street To: Bielby Street CatchBasin - Gier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4139 Storm/Sanitary - Catch Basin Scott Street From: Bielby Street To: End (west) CatchBasin - Scott Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4140 Storm/Sanitary - Catch Basin Scott Street From: Bielby Street To: End (west) CatchBasin - Scott Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4141 Storm/Sanitary - Catch Basin Bielby Street From: Gier Street To: Scott Street CatchBasin - Bielby Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4142 Storm/Sanitary - Catch Basin Bielby Street From: Gier Street To: Scott Street CatchBasin - Bielby Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4143 Storm/Sanitary - Catch Basin Bielby Street From: Gier Street To: Scott Street CatchBasin - 58 Bielby Street 1200 1969 100 48 52 $ 2,360.89 $ 486.13 $ 1,874.76 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4144 Storm/Sanitary - Catch Basin Main Street From: Amaranth Street To: Webb Street CatchBasin - Main Street 1400 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4145 Storm/Sanitary - Catch Basin Fife Road From: Main Street To: Joyce Court CatchBasin - Fife Road 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4146 Storm/Sanitary - Catch Basin Fife Road From: Main Street To: Joyce Court CatchBasin - Fife Road 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4147 Storm/Sanitary - Catch Basin Joyce Court From: Fife Road To: End (cul-de-sac) CatchBasin - Joyce Court 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4148 Storm/Sanitary - Catch Basin Joyce Court From: Fife Road To: End (cul-de-sac) CatchBasin - Joyce Court 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4149 Storm/Sanitary - Catch Basin Joyce Court From: Fife Road To: End (cul-de-sac) CatchBasin - Joyce Court 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4150 Storm/Sanitary - Catch Basin Fife Road From: Joyce Court To: Crozier Street CatchBasin - Fife Road 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4151 Storm/Sanitary - Catch Basin Fife Road From: Joyce Court To: Crozier Street CatchBasin - Fife Road 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4152 Storm/Sanitary - Catch Basin Fife Road From: Crozier Street To: Mary Court CatchBasin - Fife Road 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4153 Storm/Sanitary - Catch Basin Fife Road From: Mary Court To: End (cul-de-sac) CatchBasin - Fife Road 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 Grand Valley Storm/Sanitary - Catch Basin Inventory Current Leveles of Service Replacement/Improvement Year Based on Current Levels Service Fixed Asset # Map Link Subtype Road Name Asset Name Access diameter Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Assessed Condition Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequ ence of Failure Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score 70.2 29.8 $ 651,640 $ 58,658 $ 592,983 $1,413,364 7.0 1.5 4154 Storm/Sanitary - Catch Basin Mary Court From: Fife Road To: End (cul-de-sac) CatchBasin - Mary Court 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4155 Storm/Sanitary - Catch Basin Mary Court From: Fife Road To: End (cul-de-sac) CatchBasin - Mary Court 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4156 Storm/Sanitary - Catch Basin Crozier Street From: Spruyt Avenue To: Fife Road CatchBasin - Crozier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4157 Storm/Sanitary - Catch Basin Crozier Street From: Spruyt Avenue To: Fife Road CatchBasin -149 Crozier Street 1200 1969 100 48 52 $ 2,360.89 $ 486.13 $ 1,874.76 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4158 Storm/Sanitary - Catch Basin Crozier Street From: Spruyt Avenue To: Fife Road CatchBasin - Crozier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4159 Storm/Sanitary - Catch Basin Crozier Street From: Spruyt Avenue To: Fife Road CatchBasin - Crozier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4160 Storm/Sanitary - Catch Basin Crozier Street From: Baker Court To: Spruyt Avenue CatchBasin - Crozier Street 1200 1969 100 48 52 $ 3,969.56 $ 502.61 $ 3,466.95 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4161 Storm/Sanitary - Catch Basin Crozier Street From: Webb Street To: Baker Court CatchBasin - 101 Crozier Street 1200 1969 100 48 52 $ 6,017.30 $ 792.31 $ 5,224.99 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4162 Storm/Sanitary - Catch Basin Crozier Street From: Baker Court To: Spruyt Avenue CatchBasin - Crozier Street 1200 1969 100 48 52 $ 3,969.56 $ 502.61 $ 3,466.95 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4163 Storm/Sanitary - Catch Basin Baker Court From: Crozier Street To: End CatchBasin - Baker Court 1200 1969 100 48 52 $ 3,969.56 $ 502.61 $ 3,466.95 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4164 Storm/Sanitary - Catch Basin Baker Court From: Crozier Street To: End CatchBasin - Baker Court 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4165 Storm/Sanitary - Catch Basin Baker Court From: Crozier Street To: End CatchBasin - Baker Court 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4166 Storm/Sanitary - Catch Basin Crozier Street From: Webb Street To: Baker Court CatchBasin - Crozier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4167 Storm/Sanitary - Catch Basin Crozier Street From: Webb Street To: Baker Court CatchBasin - Crozier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4168 Storm/Sanitary - Catch Basin Crozier Street From: Webb Street To: Baker Court CatchBasin - Crozier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4169 Storm/Sanitary - Catch Basin Crozier Street From: Webb Street To: Baker Court CatchBasin - Crozier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4170 Storm/Sanitary - Catch Basin Webb Street From: Main Street To: Crozier Street CatchBasin - Webb Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4171 Storm/Sanitary - Catch Basin Webb Street From: Main Street To: Crozier Street CatchBasin - Webb Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4172 Storm/Sanitary - Catch Basin Crozier Street From: Gier Street To: Webb Street CatchBasin - Crozier Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4173 Storm/Sanitary - Catch Basin Fife Road From: Mary Court To: End (cul-de-sac) Double CatchBasin - Fife Road 1200 1969 100 48 52 $ 501.04 $ 260.52 $ 240.52 $4,500 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4238 Storm/Sanitary - Catch Basin Leeson Street From: Amaranth Street To: Douglas Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4239 Storm/Sanitary - Catch Basin Leeson Street From: Amaranth Street To: Douglas Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4240 Storm/Sanitary - Catch Basin Leeson Street From: Amaranth Street To: Douglas Street CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4241 Storm/Sanitary - Catch Basin Emma Street from Mill St to Amaranth St CatchBasin - Emma Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 11 2070 2070 4242 Storm/Sanitary - Catch Basin West Bank Alley From: Mill Street To: Amaranth Street CatchBasin - West Bank Alley 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4243 Storm/Sanitary - Catch Basin West Bank Alley From: Mill Street To: Amaranth Street CatchBasin - West Bank Alley 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4244 Storm/Sanitary - Catch Basin Leeson Street From: Amaranth Street To: Douglas Street Manhole CatchBasin - Leeson Street 1200 1969 100 48 52 $ 313.15 $ 162.76 $ 150.39 $4,500 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4431 Storm/Sanitary - Catch Basin Emma Street From: Amaranth Street To: Douglas Street DOUBLE CATCH BASIN - EMMA STREET 1200 2014 100 93 7 $ 4,127.22 $ 288.89 $ 3,838.33 $4,500 9 9 Very Good Rare Moderate L 1 2104 10 2114 2114 4433 Storm/Sanitary - Catch Basin Amaranth Street From: Leeson Street To: Emma Street DOUBLE CATCH BASIN - AMARANTH STREET 1200 2014 100 93 7 $ 4,127.22 $ 288.89 $ 3,838.33 $4,500 9 9 Very Good Rare Moderate L 1 2104 10 2114 2114 4434 Storm/Sanitary - Catch Basin Amaranth Street From: Leeson Street To: Emma Street DOUBLE CATCH BASIN - AMARANTH STREET 1200 2014 100 93 7 $ 4,127.22 $ 288.89 $ 3,838.33 $4,500 9 9 Very Good Rare Moderate L 1 2104 10 2114 2114 4435 Storm/Sanitary - Catch Basin Emma Street From: Mill Street To: Amaranth Street DOUBLE CATCH BASIN - EMMA STREET 1200 2014 100 93 7 $ 4,127.22 $ 288.89 $ 3,838.33 $4,500 9 9 Very Good Rare Moderate L 1 2104 10 2114 2114 4437 Storm/Sanitary - Catch Basin Emma Street From: Mill Street To: Amaranth Street DOUBLE CATCH BASIN - EMMA STREET 1200 2014 100 93 7 $ 4,127.22 $ 288.89 $ 3,838.33 $4,500 9 9 Very Good Rare Moderate L 1 2104 10 2114 2114 4438 Storm/Sanitary - Catch Basin Emma Street From: Mill Street To: Amaranth Street CATCH BASIN - AMARANTH STREET 1200 2014 100 93 7 $ 2,722.93 $ 190.61 $ 2,532.32 $3,000 9 9 Very Good Rare Moderate L 1 2104 10 2114 2114 4508 Storm/Sanitary - Catch Basin West Bank Alley Catch Basin - West Bank Alley 2014 100 93 7 $ 2,700.00 $ 189.00 $ 2,511.00 $3,000 9 9 Very Good Rare Moderate L 1 2104 10 2114 2114 4509 Storm/Sanitary - Catch Basin William Street Double Ditch Inlet Catch Basin - William Street 2013 100 92 8 $2,670 $ 2,670.00 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4510 Storm/Sanitary - Catch Basin Water Street Ditch Inlet Catch Basin - Water Street 1969 100 48 52 $313 $ 313.00 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4511 Storm/Sanitary - Catch Basin Main Street Catch Basin - Main Street 1975 100 54 46 $555 $ 555.00 $3,000 5 5 Average Possible Moderate M 2 2065 10 2075 2075 4512 Storm/Sanitary - Catch Basin Amaranth Street Manhole Catch Basin - Amaranth Street 1975 100 54 46 $555 $ 255.30 $ 299.70 $4,500 5 5 Average Possible Moderate M 2 2065 10 2075 2075 4513 Storm/Sanitary - Catch Basin William Street Double Ditch Inlet Catch Basin - William Street 2013 100 92 8 $2,670 $ 2,670.00 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4514 Storm/Sanitary - Catch Basin Leeson Street Double Ditch Inlet Catch Basin - Leeson Street 2013 100 92 8 $2,670 $ 2,670.00 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4515 Storm/Sanitary - Catch Basin Leeson Street Double Ditch Inlet Catch Basin - Leeson Street 2013 100 92 8 $2,670 $ 2,670.00 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4516 Storm/Sanitary - Catch Basin Leeson Street Double Ditch Inlet Catch Basin - Leeson Street 2013 100 92 8 $2,670 $ 2,670.00 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4517 Storm/Sanitary - Catch Basin William Street Double Ditch Inlet Catch Basin - William Street 2013 100 92 8 $2,670 $ 2,670.00 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4518 Storm/Sanitary - Catch Basin William Street Double Ditch Inlet Catch Basin - William Street 2013 100 92 8 $2,670 $ 2,670.00 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4519 Storm/Sanitary - Catch Basin William Street Double Ditch Inlet Catch Basin - William Street 2013 100 92 8 $2,670 $ 2,670.00 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4520 Storm/Sanitary - Catch Basin Cooper Street Ditch Inlet Catch Basin - Cooper Street 1996 100 75 25 $1,411 $ 1,411.00 $3,000 8 8 Very Good Rare Moderate L 1 2086 10 2096 2096 4521 Storm/Sanitary - Catch Basin Cooper Street Ditch Inlet Catch Basin - Cooper Street 1996 100 75 25 $1,411 $ 352.75 $ 1,058.25 $3,000 8 8 Very Good Rare Moderate L 1 2086 10 2096 2096 4522 Storm/Sanitary - Catch Basin Mill Street Catch Basin - Mill Street 1969 100 48 52 $313 $ 313.00 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4523 Storm/Sanitary - Catch Basin William Street Double Ditch Inlet Catch Basin - William Street 2013 100 92 8 $2,670 $ 2,670.00 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4524 Storm/Sanitary - Catch Basin Leeson Street Catch Basin - Leeson Street 2013 100 92 8 $2,670 $ 2,670.00 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4525 Storm/Sanitary - Catch Basin Cooper Street Catch Basin - Cooper Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4526 Storm/Sanitary - Catch Basin Main Street Catch Basin - Main Street 1996 100 75 25 $1,411 $ 1,411.00 $3,000 8 8 Very Good Rare Moderate L 1 2086 10 2096 2096 4527 Storm/Sanitary - Catch Basin Main Street Ditch Inlet Catch Basin Manhole - Main Street 1996 100 75 25 $1,411 $ 1,411.00 $4,500 8 8 Very Good Rare Moderate L 1 2086 10 2096 2096 4528 Storm/Sanitary - Catch Basin Main Street Catch Basin - Main Street 1969 100 48 52 $313 $ 313.00 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4529 Storm/Sanitary - Catch Basin Main Street Catch Basin - Main Street 1969 100 48 52 $313 $ 313.00 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 Grand Valley Storm/Sanitary - Catch Basin Inventory Current Leveles of Service Replacement/Improvement Year Based on Current Levels Service Fixed Asset # Map Link Subtype Road Name Asset Name Access diameter Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Assessed Condition Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequ ence of Failure Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score 70.2 29.8 $ 651,640 $ 58,658 $ 592,983 $1,413,364 7.0 1.5 4530 Storm/Sanitary - Catch Basin William Street Catch Basin - William Street 2013 100 92 8 $2,670 $ 2,670.00 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4531 Storm/Sanitary - Catch Basin Concession Rd 2-3 Ditch Inlet Catch Basin - Concession Rd 2-3 2013 100 92 8 $2,670 $ 2,670.00 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4532 Storm/Sanitary - Catch Basin Concession Rd 2-3 Ditch Inlet Catch Basin - Concession Rd 2-3 2013 100 92 8 $2,670 $ 2,670.00 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4533 Storm/Sanitary - Catch Basin Concession Rd 2-3 Manhole Catch Basin - Concession Rd 2-3 2013 100 92 8 $2,670 $ 2,670.00 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4534 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 2,670.00 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4535 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 2,670.00 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4536 Storm/Sanitary - Catch Basin Mill Street Double Catch Basin - Mill Street 2013 100 92 8 $2,670 $ 2,670.00 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4537 Storm/Sanitary - Catch Basin Melody Lane STC 4000 - Melody Lane 2013 100 92 8 $2,670 $ 2,670.00 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4538 Storm/Sanitary - Catch Basin Monty Ave STC 2000 - Monty Ave 2013 100 92 8 $2,670 $ 2,670.00 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4539 Storm/Sanitary - Catch Basin Mill Street Double Catch Basin - Mill Street 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4540 Storm/Sanitary - Catch Basin Mill Street Double Catch Basin - Mill Street 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4541 Storm/Sanitary - Catch Basin Mill Street Double Catch Basin - Mill Street 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4542 Storm/Sanitary - Catch Basin Mill Street Double Catch Basin - Mill Street 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4543 Storm/Sanitary - Catch Basin Mill Street Double Catch Basin - Mill Street 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4544 Storm/Sanitary - Catch Basin Taylor Drive Double Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4545 Storm/Sanitary - Catch Basin Taylor Drive Double Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4546 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4547 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4548 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4549 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4550 Storm/Sanitary - Catch Basin Street 14 Catch Basin - Street 14 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4551 Storm/Sanitary - Catch Basin Street 14 Catch Basin - Street 14 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4552 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4553 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4554 Storm/Sanitary - Catch Basin William Street - Backyard Ditch Inlet Catch Basin - William Street - Backyard 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4555 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4556 Storm/Sanitary - Catch Basin Taylor Drive Double Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4557 Storm/Sanitary - Catch Basin Taylor Drive Double Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4558 Storm/Sanitary - Catch Basin Melody Lane Catch Basin - Melody Lane 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4559 Storm/Sanitary - Catch Basin Melody Lane Catch Basin - Melody Lane 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4560 Storm/Sanitary - Catch Basin Melody Lane Double Catch Basin - Melody Lane 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4561 Storm/Sanitary - Catch Basin Melody Lane Double Catch Basin - Melody Lane 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4562 Storm/Sanitary - Catch Basin Concession Rd 2-3 Rearlot Catch Basin - Concession Rd 2-3 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4563 Storm/Sanitary - Catch Basin Concession Rd 2-3 Manhole Catch Basin - Concession Rd 2-3 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4564 Storm/Sanitary - Catch Basin Concession Rd 2-3 Ditch Inlet Catch Basin - Concession Rd 2-3 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4565 Storm/Sanitary - Catch Basin Concession Rd 2-3 Manhole Catch Basin - Concession Rd 2-3 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4566 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4567 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4568 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4569 Storm/Sanitary - Catch Basin <Null> Catch Basin - <Null> 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4570 Storm/Sanitary - Catch Basin <Null> Catch Basin - <Null> 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4571 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4572 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4573 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4574 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4575 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4576 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4577 Storm/Sanitary - Catch Basin Monty Ave Double Catch Basin - Monty Ave 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4578 Storm/Sanitary - Catch Basin Monty Ave Double Catch Basin - Monty Ave 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4579 Storm/Sanitary - Catch Basin Mill Street Rearlot Catch Basin - Mill Street 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4580 Storm/Sanitary - Catch Basin Mill Street Rearlot Catch Basin - Mill Street 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4581 Storm/Sanitary - Catch Basin Mill Street Double Catch Basin - Mill Street 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4582 Storm/Sanitary - Catch Basin Mill Street Double Catch Basin - Mill Street 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4583 Storm/Sanitary - Catch Basin Street 14 Manhole Catch Basin - Street 14 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4584 Storm/Sanitary - Catch Basin <Null> Rearlot Catch Basin - <Null> 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4585 Storm/Sanitary - Catch Basin Taylor Rd - Backyard Double Rearlot Catch Basin - Taylor Rd - Backyard 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4586 Storm/Sanitary - Catch Basin Mill Street Rearlot Catch Basin - Mill Street 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4587 Storm/Sanitary - Catch Basin Melody Lane Rearlot Catch Basin - Melody Lane 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4588 Storm/Sanitary - Catch Basin Melody Lane Catch Basin - Melody Lane 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4589 Storm/Sanitary - Catch Basin Melody Lane Catch Basin - Melody Lane 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4590 Storm/Sanitary - Catch Basin Melody Lane - Backyard Rearlot Catch Basin - Melody Lane - Backyard 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4591 Storm/Sanitary - Catch Basin William Street Catch Basin - William Street 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,364 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4592 Storm/Sanitary - Catch Basin Cooper Street Catch Basin - Cooper Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4593 Storm/Sanitary - Catch Basin Cooper Street Catch Basin - Cooper Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4594 Storm/Sanitary - Catch Basin Monty Avenue Ditch Inlet Catch Basin - Monty Avenue 1992 100 71 29 $1,300 $ 35.62 $ 1,264.38 $3,000 7 7 Good Unlikely Moderate M 2 2082 10 2092 2092 4595 Storm/Sanitary - Catch Basin Joyce Court Catch Basin - Joyce Court 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4596 Storm/Sanitary - Catch Basin Water Street Ditch Inlet Catch Basin - Water Street 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4597 Storm/Sanitary - Catch Basin Water Street Ditch Inlet Catch Basin - Water Street 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4598 Storm/Sanitary - Catch Basin Water Street Ditch Inlet Catch Basin - Water Street 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4599 Storm/Sanitary - Catch Basin Water Street Manhole Catch Basin - Water Street 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4600 Storm/Sanitary - Catch Basin Water Street Manhole Ditch Inlet Catch Basin - Water Street 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4601 Storm/Sanitary - Catch Basin Water Street Ditch Inlet Catch Basin - Water Street 2013 100 92 8 $2,670 $ 56.80 $ 2,613.20 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 4602 Storm/Sanitary - Catch Basin Amaranth Street Catch Basin - Amaranth Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4603 Storm/Sanitary - Catch Basin Gier Street Catch Basin - Gier Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4604 Storm/Sanitary - Catch Basin Crozier Street Catch Basin - Crozier Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4605 Storm/Sanitary - Catch Basin Crozier Street Catch Basin - Crozier Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4606 Storm/Sanitary - Catch Basin Crozier Street Catch Basin - Crozier Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4607 Storm/Sanitary - Catch Basin Crozier Street Catch Basin - Crozier Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4608 Storm/Sanitary - Catch Basin Mill Street Catch Basin - Mill Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4609 Storm/Sanitary - Catch Basin River Street Catch Basin - River Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4610 Storm/Sanitary - Catch Basin Leeson Street Catch basin - Leeson Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4611 Storm/Sanitary - Catch Basin Leeson Street Catch Basin - Leeson Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 Grand Valley Storm/Sanitary - Catch Basin Inventory Current Leveles of Service Replacement/Improvement Year Based on Current Levels Service Fixed Asset # Map Link Subtype Road Name Asset Name Access diameter Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Assessed Condition Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequ ence of Failure Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score 70.2 29.8 $ 651,640 $ 58,658 $ 592,983 $1,413,364 7.0 1.5 4612 Storm/Sanitary - Catch Basin Leeson Street Catch Basin - Leeson Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4613 Storm/Sanitary - Catch Basin Leeson Street Catch Basin - Leeson Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4614 Storm/Sanitary - Catch Basin Leeson Street Catch Basin - Leeson Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4615 Storm/Sanitary - Catch Basin Leeson Street Catch Basin - Leeson Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 4616 Storm/Sanitary - Catch Basin Leeson Street Catch Basin - Leeson Street 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 5228 CatchBasin Rear Lot - 10 Main Street CatchBasin - Rear Lot - 10 Main Street <Null> 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 5236 ManholeCatchBasin Mount Haven Cresent ManholeCatchBasin - Mount Haven Cresent 1500 mm 1995 100 74 26 $1,385 $ 360.10 $ 1,024.90 $4,500 7 7 Good Unlikely Moderate M 2 2085 10 2095 2095 5237 DitchInletCatchBasin Mount Haven Cresent DitchInletCatchBasin - Mount Haven Cresent 600 mm 1995 100 74 26 $1,385 $ 360.10 $ 1,024.90 $3,000 7 7 Good Unlikely Moderate M 2 2085 10 2095 2095 5238 DitchInletCatchBasin Mount Haven Cresent DitchInletCatchBasin - Mount Haven Cresent 600 mm 1995 100 74 26 $1,385 $ 360.10 $ 1,024.90 $3,000 7 7 Good Unlikely Moderate M 2 2085 10 2095 2095 5281 CatchBasin Wastewater Treatment Plant - Industrial Road CatchBasin - Wastewater Treatment Plant - Industrial Road <Null> 2013 100 92 8 $2,670 $ 213.60 $ 2,456.40 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5282 RearlotCatchbasin Rear Lot, East of Crozier Street RearlotCatchbasin - Rear Lot, East of Crozier Street <Null> 1969 100 48 52 $313 $ 162.76 $ 150.24 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 5283 CatchBasin Wastewater Treatment Plant - Industrial Road CatchBasin - Wastewater Treatment Plant - Industrial Road <Null> 2013 100 92 8 $2,670 $ 213.60 $ 2,456.40 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5284 CatchBasin East Back Lane CatchBasin - East Back Lane <Null> 2013 100 92 8 $ - $ - $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5285 CatchBasin Wastewater Treatment Plant - Industrial Road CatchBasin - Wastewater Treatment Plant - Industrial Road <Null> 2013 100 92 8 $2,670 $ 213.60 $ 2,456.40 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5286 RearlotCatchbasin Rear Lot, 52 Leeson Street RearlotCatchbasin - Rear Lot, 52 Leeson Street <Null> 2013 100 92 8 $ - $ - $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5287 CatchBasin Wastewater Treatment Plant - Industrial Road CatchBasin - Wastewater Treatment Plant - Industrial Road <Null> 2013 100 92 8 $2,670 $ 213.60 $ 2,456.40 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5351 DoubleCatchBasin Stub Street Off Taylor Drive DoubleCatchBasin - Stub Street Off Taylor Drive <Null> 2016 100 95 5 $2,725 $ 56.18 $ 2,668.82 $4,500 10 10 Very Good Rare Moderate L 1 2106 10 2116 2116 5352 DoubleCatchBasin Stub Street Off Taylor Drive DoubleCatchBasin - Stub Street Off Taylor Drive <Null> 2016 100 95 5 $2,725 $ 56.18 $ 2,668.82 $4,500 10 10 Very Good Rare Moderate L 1 2106 10 2116 2116 5377 4510 DitchInletCatchBasin Water Street Ditch Inlet Catch Basin - Water Street 1969 100 48 52 $ 313.00 $160 $ 153.37 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 5378 4511 CatchBasin Main Street Catch Basin - Main Street 1975 100 54 46 $ 555.00 $250 $ 305.25 $3,000 5 5 Average Possible Moderate M 2 2065 10 2075 2075 5379 4520 DitchInletCatchBasin Cooper Street Ditch Inlet Catch Basin - Cooper Street 1996 100 75 25 $ 1,411.00 $339 $ 1,072.36 $3,000 8 8 Very Good Rare Moderate L 1 2086 10 2096 2096 5380 4522 CatchBasin Mill Street Catch Basin - Mill Street 1969 100 48 52 $ 313.00 $160 $ 153.37 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 5381 4526 CatchBasin Main Street Catch Basin - Main Street 1996 100 75 25 $ 1,411.00 $339 $ 1,072.36 $3,000 8 8 Very Good Rare Moderate L 1 2086 10 2096 2096 5382 4527 DitchInletCatchBasinManhole Main Street Ditch Inlet Catch Basin Manhole - Main Street 1996 100 75 25 $ 1,411.00 $339 $ 1,072.36 $3,000 8 8 Very Good Rare Moderate L 1 2086 10 2096 2096 5383 4528 CatchBasin Main Street Catch Basin - Main Street 1969 100 48 52 $ 313.00 $160 $ 153.37 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 5384 4529 CatchBasin Main Street Catch Basin - Main Street 1969 100 48 52 $ 313.00 $160 $ 153.37 $3,000 5 5 Average Possible Moderate M 2 2059 10 2069 2069 5550 4509 DoubleDitchInletCatchBasinTayloratso uthofStormPond Taylor at south of Storm Pond on East Double Ditch Inlet Catch Basin - Taylor at south of Storm Pond on East 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5551 4513 DoubleDitchInletCatchBasinTayloratso uthofStormPond Taylor at south of Storm Pond on East Double Ditch Inlet Catch Basin - Taylor at south of Storm Pond on East 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5552 4514 DoubleDitchInletCatchBasin Leeson Street Double Ditch Inlet Catch Basin - Leeson Street 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5553 4515 DoubleDitchInletCatchBasin Leeson Street Double Ditch Inlet Catch Basin - Leeson Street 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5554 4516 DoubleDitchInletCatchBasin Leeson Street Double Ditch Inlet Catch Basin - Leeson Street 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5555 4517 DoubleDitchInletCatchBasin William Street Double Ditch Inlet Catch Basin - William Street 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5556 4518 DoubleDitchInletCatchBasin William Street Double Ditch Inlet Catch Basin - William Street 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5557 4519 DoubleDitchInletCatchBasin William Street Double Ditch Inlet Catch Basin - William Street 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5558 4523 DoubleDitchInletCatchBasin William Street Double Ditch Inlet Catch Basin - William Street 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5559 4524 CatchBasin Leeson Street Catch Basin - Leeson Street 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5560 4530 CatchBasin William Street Catch Basin - William Street 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5561 4531 DitchInletCatchBasin Concession Rd 2-3 Ditch Inlet Catch Basin - Concession Rd 2-3 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5562 4532 DitchInletCatchBasin Concession Rd 2-3 Ditch Inlet Catch Basin - Concession Rd 2-3 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5563 4533 ManholeCatchBasin Concession Rd 2-3 Manhole Catch Basin - Concession Rd 2-3 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5564 4534 CatchBasin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5565 4535 CatchBasin Taylor Drive Catch Basin - Taylor Drive 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5566 4536 DoubleCatchBasin Mill Street Double Catch Basin - Mill Street 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $4,500 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5567 4537 STC Melody Lane STC 4000 - Melody Lane 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5568 4538 STC Monty Ave STC 2000 - Monty Ave 2013 100 92 8 $ 2,670.00 $187 $ 2,483.10 $3,000 9 9 Very Good Rare Moderate L 1 2103 10 2113 2113 5642 CatchBasin CATCH BASIN - MILL ST @ EMMA ST 2020 100 99 1 $8,771 $88 $8,683 $3,000 10 10 Very Good Rare Moderate L 1 2110 10 2120 2120 7399 DoubleCatchBasin DDICB.10 2015 100 94 6 $3,250 $0 $3,250 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7400 CatchBasin CB.39 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7401 CatchBasin CB.40 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7402 CatchBasin CB.47 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7403 CatchBasin CB.48 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7404 CatchBasin CB.49 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7405 CatchBasin CB.50 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7406 CatchBasin CB.51 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7407 CatchBasin CB.52 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7408 CatchBasin CB.43 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7409 CatchBasin CB.44 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7410 CatchBasin CB.41 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7411 CatchBasin CB.42 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7412 CatchBasin CB.45 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7413 CatchBasin CB.46 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7414 CatchBasin CB.37 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7415 CatchBasin CB.38 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7416 DoubleCatchBasin DCB.17 2015 100 94 6 $2,500 $0 $2,500 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7417 DoubleCatchBasin DCB.18 2015 100 94 6 $2,500 $0 $2,500 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7418 CatchBasin CB.15 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7419 CatchBasin CB.16 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7420 DoubleCatchBasin DCB.29 2015 100 94 6 $2,500 $0 $2,500 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7421 DoubleCatchBasin DCB.30 2015 100 94 6 $2,500 $0 $2,500 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7422 CatchBasin CB.27 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7423 CatchBasin CB.28 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7424 CatchBasin CB.21 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7425 CatchBasin CB.22 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7426 CatchBasin CB.23 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7427 CatchBasin CB.24 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7428 CatchBasin CB.26 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 Grand Valley Storm/Sanitary - Catch Basin Inventory Current Leveles of Service Replacement/Improvement Year Based on Current Levels Service Fixed Asset # Map Link Subtype Road Name Asset Name Access diameter Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Assessed Condition Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequ ence of Failure Risk of Failure Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score 70.2 29.8 $ 651,640 $ 58,658 $ 592,983 $1,413,364 7.0 1.5 7429 CatchBasin CB.25 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7430 CatchBasin CB.2 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7431 CatchBasin CB.1 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7432 CatchBasin CB.14 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7433 CatchBasin CB.13 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7434 DoubleCatchBasin DDICB.9 2015 100 94 6 $3,250 $0 $3,250 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7435 DoubleCatchBasin DDICB.8 2015 100 94 6 $3,250 $0 $3,250 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7436 RYCB.14 2015 100 94 6 $3,016 $0 $3,016 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7437 RYCB.13 2015 100 94 6 $5,473 $0 $5,473 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7438 RYCB.6 2015 100 94 6 $3,695 $0 $3,695 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7439 DoubleCatchBasin DICB.7 2015 100 94 6 $2,750 $0 $2,750 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7440 CatchBasin CB.12 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7441 CatchBasin CB.11 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7442 CatchBasin CB.9 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7443 CatchBasin CB.10 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7444 CatchBasin CB.8 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7445 CatchBasin CB.7 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7446 DoubleCatchBasin DCB.5 2015 100 94 6 $2,500 $0 $2,500 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7447 DoubleCatchBasin DCB.6 2015 100 94 6 $2,500 $0 $2,500 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7448 RYCB.2 2015 100 94 6 $4,675 $0 $4,675 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7449 CatchBasin CB.20 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7450 CatchBasin CB.19 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7451 DoubleCatchBasin DCB.53 2015 100 94 6 $2,500 $0 $2,500 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7452 CatchBasin CB.36 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7453 CatchBasin CB.35 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7454 CatchBasin CB.33 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7455 CatchBasin CB.34 2015 100 94 6 $1,832 $0 $1,832 $3,000 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7456 DoubleCatchBasin DCB.31 2015 100 94 6 $2,500 $0 $2,500 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7457 DoubleCatchBasin DCB.32 2015 100 94 6 $2,500 $0 $2,500 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7458 DoubleCatchBasin DICB.19 2015 100 94 6 $2,750 $0 $2,750 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7459 DoubleCatchBasin DICB.15 2015 100 94 6 $2,750 $0 $2,750 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7460 RYCB.5 2015 100 94 6 $5,396 $0 $5,396 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7461 RYCB.3 2015 100 94 6 $5,396 $0 $5,396 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7462 RYCB.1 2015 100 94 6 $3,422 $0 $3,422 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7463 DoubleCatchBasin DCB.4 2015 100 94 6 $2,500 $0 $2,500 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7464 DoubleCatchBasin DCB.3 2015 100 94 6 $2,500 $0 $2,500 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7465 DoubleCatchBasin DDICB.11 2015 100 94 6 $3,250 $0 $3,250 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7467 RYCB.17 2015 100 94 6 $2,400 $0 $2,400 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7476 DoubleCatchBasin DICB.18 2015 100 94 6 $2,750 $0 $2,750 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7711 RYCB.4 2015 100 94 6 $5,263 $0 $5,263 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7712 DoubleCatchBasin DDICB.12 2015 100 94 6 $3,250 $0 $3,250 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 7713 RYCB.7 2015 100 94 6 $3,057 $0 $3,057 $4,500 9 9 Very Good Rare Moderate L 1 2105 10 2115 2115 Grand Valley Storm/Sanitary - Catch Basin Inventory Expected Levels of Service Replacement/Improvement Year Based on Expected Levels Service Fixed Asset # Map Link Subtype Road Name Asset Name Subsequent Replacement Year Revised Remaining Useful Life Rehabiliation Cost (2022) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remainin g Useful Life $ - 3161 Storm/Sanitary - Catch Basin Main Street From: Webb Street To: Spruyt Avenue CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 3162 Storm/Sanitary - Catch Basin Main Street From: Webb Street To: Spruyt Avenue CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 3163 Storm/Sanitary - Catch Basin Main Street From: Webb Street To: Spruyt Avenue CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 3164 Storm/Sanitary - Catch Basin Main Street From: Webb Street To: Spruyt Avenue CatchBasin - 90 Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Amaranth Street To: Webb 3165 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Amaranth Street To: Webb 3166 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Amaranth Street To: Webb 3167 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Amaranth Street To: Webb 3168 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Amaranth Street To: Webb 3169 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Amaranth Street To: Webb 3170 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Amaranth Street To: Webb 3171 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Amaranth Street To: Webb 3172 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Amaranth Street To: Webb 3173 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Amaranth Street To: Webb 3174 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Amaranth Street To: Webb 3175 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Amaranth Street To: Webb 3176 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Mill Street To: Amaranth 3177 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Mill Street To: Amaranth 3178 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Mill Street To: Amaranth 3179 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Mill Street To: Amaranth 3180 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Mill Street To: Amaranth 3181 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Mill Street To: Amaranth 3182 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 3183 Storm/Sanitary - Catch Basin Main Street From: Water Street To: Mill Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 3184 Storm/Sanitary - Catch Basin Main Street From: Water Street To: Mill Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 3185 Storm/Sanitary - Catch Basin Main Street From: Water Street To: Mill Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 3186 Storm/Sanitary - Catch Basin Main Street From: Water Street To: Mill Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 3187 Storm/Sanitary - Catch Basin Melody Lane From: Leeson Street To: End CatchBasin - Melody Lane 2169 48 0 2069 2069 2169 48 3188 Storm/Sanitary - Catch Basin Melody Lane From: Leeson Street To: End CatchBasin - Melody Lane 2169 48 0 2069 2069 2169 48 3189 Storm/Sanitary - Catch Basin Melody Lane From: Water Street To: Leeson Street CatchBasin - Melody Lane 2169 48 0 2069 2069 2169 48 3190 Storm/Sanitary - Catch Basin Melody Lane From: Water Street To: Leeson Street CatchBasin - Melody Lane 2169 48 0 2069 2069 2169 48 3191 Storm/Sanitary - Catch Basin Melody Lane From: Water Street To: Leeson Street CatchBasin - Melody Lane 2169 48 0 2069 2069 2169 48 3192 Storm/Sanitary - Catch Basin Melody Lane From: Water Street To: Leeson Street CatchBasin - Melody Lane 2169 48 0 2069 2069 2169 48 3193 Storm/Sanitary - Catch Basin Melody Lane From: Water Street To: Leeson Street CatchBasin - Melody Lane 2169 48 0 2069 2069 2169 48 3194 Storm/Sanitary - Catch Basin Melody Lane From: Water Street To: Leeson Street CatchBasin - Melody Lane 2169 48 0 2069 2069 2169 48 3195 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 3196 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 3197 Storm/Sanitary - Catch Basin Monty Avenue From: Leeson Street To: End CatchBasin - Monty Avenue 2169 48 0 2069 2069 2169 48 3198 Storm/Sanitary - Catch Basin Monty Avenue From: Leeson Street To: End CatchBasin - Monty Avenue 2169 48 0 2069 2069 2169 48 3199 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 3200 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 3201 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 3202 Storm/Sanitary - Catch Basin Gier Street From: Crozier Street To: Bielby Street CatchBasin - Gier Street 2169 48 0 2069 2069 2169 48 3203 Storm/Sanitary - Catch Basin Gier Street From: Crozier Street To: Bielby Street CatchBasin - Gier Street 2169 48 0 2069 2069 2169 48 Grand Valley Storm/Sanitary - Catch Basin Inventory Expected Levels of Service Replacement/Improvement Year Based on Expected Levels Service Fixed Asset # Map Link Subtype Road Name Asset Name Subsequent Replacement Year Revised Remaining Useful Life Rehabiliation Cost (2022) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remainin g Useful Life $ - 3204 Storm/Sanitary - Catch Basin River Street From: Cooper Street To: End CatchBasin - River Street 2169 48 0 2069 2069 2169 48 3205 Storm/Sanitary - Catch Basin Main Street From: River Street To: George Street DoubleCatchBasin - Main Street 2169 48 0 2069 2069 2169 48 3206 Storm/Sanitary - Catch Basin Main Street From: River Street To: George Street ManholeCatchBasin - Main Street 2169 48 0 2069 2069 2169 48 3207 Storm/Sanitary - Catch Basin Main Street From: Water Street To: Mill Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Amaranth Street From: Crozier Street To: 3208 Storm/Sanitary - Catch Basin Pondsford Street CatchBasin - Amaranth Street 2169 48 0 2069 2069 2169 48 Amaranth Street From: Crozier Street To: 3209 Storm/Sanitary - Catch Basin Pondsford Street CatchBasin - Amaranth Street 2169 48 0 2069 2069 2169 48 3210 Storm/Sanitary - Catch Basin Amaranth Street From: King Street To: Crozier Street CatchBasin - Amaranth Street 2169 48 0 2069 2069 2169 48 3211 Storm/Sanitary - Catch Basin Amaranth Street From: Main Street To: King Street CatchBasin - 22 Amaranth Street 2169 48 0 2069 2069 2169 48 3212 Storm/Sanitary - Catch Basin Amaranth Street From: Main Street To: King Street CatchBasin - Amaranth Street 2169 48 0 2069 2069 2169 48 Main Street From: Mill Street To: Amaranth 3213 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Amaranth Street From: Emma Street To: Main 3214 Storm/Sanitary - Catch Basin Street CatchBasin - AMARANTH STREET 2169 48 0 2069 2069 2169 48 Amaranth Street From: Leeson Street To: Emma 3216 Storm/Sanitary - Catch Basin Street CatchBasin - Amaranth Street 2169 48 0 2069 2069 2169 48 Amaranth Street From: Leeson Street To: Emma 3217 Storm/Sanitary - Catch Basin Street CatchBasin - Amaranth Street 2169 48 0 2069 2069 2169 48 3218 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - Leeson Street @ Amaranth 2169 48 0 2069 2069 2169 48 3219 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - Leeson Street @ Amaranth 2169 48 0 2069 2069 2169 48 3220 Storm/Sanitary - Catch Basin Main Street From: Spruyt Avenue To: Fife Road CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 3221 Storm/Sanitary - Catch Basin Spruyt Avenue From: Main Street To: Crozier Street CatchBasin - Spruyt Avenue 2169 48 0 2069 2069 2169 48 3222 Storm/Sanitary - Catch Basin Main Street From: Spruyt Avenue To: Fife Road CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 3223 Storm/Sanitary - Catch Basin Main Street From: Webb Street To: Spruyt Avenue CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 3224 Storm/Sanitary - Catch Basin Main Street From: Webb Street To: Spruyt Avenue CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 3225 Storm/Sanitary - Catch Basin Main Street From: Webb Street To: Spruyt Avenue CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 3226 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 3227 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 3228 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 3229 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 3230 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 3231 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 3232 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 3233 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 3234 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 3235 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 3236 Storm/Sanitary - Catch Basin Leeson Street From: Melody Lane To: 175 M S. Of Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 Leeson Street From: 175m S Of Mill Street To: 3237 Storm/Sanitary - Catch Basin Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 Leeson Street From: 175m S Of Mill Street To: 3238 Storm/Sanitary - Catch Basin Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 Leeson Street From: 175m S Of Mill Street To: 3239 Storm/Sanitary - Catch Basin Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 3240 Storm/Sanitary - Catch Basin Mill Street From: Leeson Street To: Emma Street CatchBasin - Mill Street 2169 48 0 2069 2069 2169 48 Leeson Street From: Mill Street To: Amaranth 3241 Storm/Sanitary - Catch Basin Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 Leeson Street From: Mill Street To: Amaranth 3242 Storm/Sanitary - Catch Basin Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 Leeson Street From: Mill Street To: Amaranth 3243 Storm/Sanitary - Catch Basin Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 Leeson Street From: Mill Street To: Amaranth 3244 Storm/Sanitary - Catch Basin Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 Concession Road 2-3 From: Sideroad 28-29 To: 3245 Storm/Sanitary - Catch Basin Leeson Street DitchInletCatchBasin - Concession Road 2-3 2169 48 0 2069 2069 2169 48 Emma Street From: Mill Street To: Amaranth 3248 Storm/Sanitary - Catch Basin Street CatchBasin - Emma Street 2169 48 0 2069 2069 2169 48 Grand Valley Storm/Sanitary - Catch Basin Inventory Expected Levels of Service Replacement/Improvement Year Based on Expected Levels Service Fixed Asset # Map Link Subtype Road Name Asset Name Subsequent Replacement Year Revised Remaining Useful Life Rehabiliation Cost (2022) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remainin g Useful Life $ - Emma Street From: Mill Street To: Amaranth 3249 Storm/Sanitary - Catch Basin Street CatchBasin - Emma Street 2169 48 0 2069 2069 2169 48 Emma Street From: Mill Street To: Amaranth 3250 Storm/Sanitary - Catch Basin Street CatchBasin - Emma Street 2169 48 0 2069 2069 2169 48 3251 Storm/Sanitary - Catch Basin Mill Street From: Leeson Street To: Emma Street CatchBasin - Mill Street @ Emma 2169 48 0 2069 2069 2169 48 3252 Storm/Sanitary - Catch Basin Mill Street From: Leeson Street To: Emma Street CatchBasin - Mill Street 2169 48 0 2069 2069 2169 48 3253 Storm/Sanitary - Catch Basin Mill Street From: Emma Street To: Main Street CatchBasin - Mill Street 2169 48 0 2069 2069 2169 48 3254 Storm/Sanitary - Catch Basin Mill Street From: Emma Street To: Main Street CatchBasin - Mill Street 2169 48 0 2069 2069 2169 48 3255 Storm/Sanitary - Catch Basin Mill Street From: Emma Street To: Main Street CatchBasin - Mill Street 2169 48 0 2069 2069 2169 48 3256 Storm/Sanitary - Catch Basin Main Street From: Water Street To: Mill Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 3257 Storm/Sanitary - Catch Basin Mill Street From: Emma Street To: Main Street CatchBasin - Mill Street 2169 48 0 2069 2069 2169 48 3258 Storm/Sanitary - Catch Basin Mill Street From: Main Street To: King Street CatchBasin - Mill Street 2169 48 0 2069 2069 2169 48 3259 Storm/Sanitary - Catch Basin Mill Street From: Main Street To: King Street CatchBasin - Mill Street 2169 48 0 2069 2069 2169 48 3260 Storm/Sanitary - Catch Basin Mill Street From: King Street To: Pondsford Street DoubleCatchBasin - King @ Mill Street 2169 48 0 2069 2069 2169 48 3261 Storm/Sanitary - Catch Basin Mill Street From: King Street To: Pondsford Street CatchBasin - Mill Street 2169 48 0 2069 2069 2169 48 Ponsford Street From: Mill Street To: Amaranth 3262 Storm/Sanitary - Catch Basin Street CatchBasin - Ponsford Street 2169 48 0 2069 2069 2169 48 Ponsford Street From: Mill Street To: Amaranth 3263 Storm/Sanitary - Catch Basin Street CatchBasin - Ponsford Street 2169 48 0 2069 2069 2169 48 3264 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - King Street 2169 48 0 2069 2069 2169 48 3265 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - King Street 2169 48 0 2069 2069 2169 48 3266 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - King Street 2169 48 0 2069 2069 2169 48 3267 Storm/Sanitary - Catch Basin Spruyt Avenue From: Main Street To: Crozier Street CatchBasin - Spruyt Avenue 2169 48 0 2069 2069 2169 48 3268 Storm/Sanitary - Catch Basin Lower Crozier Street From: Gier Street To: End ManholeCatchBasin - Lower Crozier Street 2169 48 0 2069 2069 2169 48 3269 Storm/Sanitary - Catch Basin Crozier Street From: Gier Street To: Webb Street ManholeCatchBasin - Crozier Street 2169 48 0 2069 2069 2169 48 Crozier Street From: Amaranth Street To: Gier 3270 Storm/Sanitary - Catch Basin Street CatchBasin - Crozier Street 2169 48 0 2069 2069 2169 48 Crozier Street From: Amaranth Street To: Gier 3271 Storm/Sanitary - Catch Basin Street ManholeCatchBasin - Crozier Street 2169 48 0 2069 2069 2169 48 4091 Storm/Sanitary - Catch Basin Scott Street From: Bielby Street To: End (west) Catchbasin - Scott Street 2169 48 0 2069 2069 2169 48 Leeson Street From: 175m S Of Mill Street To: 4092 Storm/Sanitary - Catch Basin Mill Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 4093 Storm/Sanitary - Catch Basin Mill Street From: Leeson Street To: Emma Street CatchBasin - Mill Street 2169 48 0 2069 2069 2169 48 Leeson Street From: Amaranth Street To: 4094 Storm/Sanitary - Catch Basin Douglas Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 Leeson Street From: Amaranth Street To: 4095 Storm/Sanitary - Catch Basin Douglas Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 Leeson Street From: Amaranth Street To: 4096 Storm/Sanitary - Catch Basin Douglas Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 Leeson Street From: Amaranth Street To: 4097 Storm/Sanitary - Catch Basin Douglas Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 4098 Storm/Sanitary - Catch Basin Douglas Street From: Leeson Street To: Emma Street CatchBasin - Douglas Street 2169 48 0 2069 2069 2169 48 4099 Storm/Sanitary - Catch Basin Douglas Street From: Leeson Street To: Emma Street CatchBasin - Douglas Steet 2169 48 0 2069 2069 2169 48 4100 Storm/Sanitary - Catch Basin Emma Street From: Amaranth Street To: Douglas Street CatchBasin - Emma Street 2169 48 0 2069 2025 2125 4 4101 Storm/Sanitary - Catch Basin Emma Street From: Amaranth Street To: Douglas Street CatchBasin - Emma Street 2169 48 0 2069 2025 2125 4 4102 Storm/Sanitary - Catch Basin Emma Street From: Amaranth Street To: Douglas Street CatchBasin - Emma Street 2169 48 0 2069 2025 2125 4 4103 Storm/Sanitary - Catch Basin Emma Street From: Amaranth Street To: Douglas Street CatchBasin - Emma Street 2169 48 0 2069 2025 2125 4 Emma Street From: Mill Street To: Amaranth 4104 Storm/Sanitary - Catch Basin Street CatchBasin - Emma Street 2169 48 0 2069 2069 2169 48 4105 Storm/Sanitary - Catch Basin Main Street From: River Street To: George Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 4106 Storm/Sanitary - Catch Basin Main Street From: River Street To: George Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 4107 Storm/Sanitary - Catch Basin Main Street From: River Street To: George Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Water Street From: Emma Street To: William 4108 Storm/Sanitary - Catch Basin Street CatchBasin - Water Street 2169 48 0 2069 2069 2169 48 Water Street From: William Street To: Main 4109 Storm/Sanitary - Catch Basin Street CatchBasin - Water Street 2169 48 0 2069 2069 2169 48 Grand Valley Storm/Sanitary - Catch Basin Inventory Expected Levels of Service Replacement/Improvement Year Based on Expected Levels Service Fixed Asset # Map Link Subtype Road Name Asset Name Subsequent Replacement Year Revised Remaining Useful Life Rehabiliation Cost (2022) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remainin g Useful Life $ - Water Street From: William Street To: Main 4110 Storm/Sanitary - Catch Basin Street CatchBasin - Water Street 2169 48 0 2069 2069 2169 48 4111 Storm/Sanitary - Catch Basin Main Street From: Water Street To: Mill Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Mill Street To: Amaranth 4112 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Main Street From: Mill Street To: Amaranth 4113 Storm/Sanitary - Catch Basin Street Double CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 Crozier Street From: Amaranth Street To: Gier 4114 Storm/Sanitary - Catch Basin Street CatchBasin - Crozier Street 2169 48 0 2069 2069 2169 48 Amaranth Street From: Pondsford Street To: 4115 Storm/Sanitary - Catch Basin Bielby Street CatchBasin - Amaranth Street 2169 48 0 2069 2069 2169 48 4116 Storm/Sanitary - Catch Basin Bielby Street From: Amaranth Street To: Gier Street CatchBasin - Bielby Street 2169 48 0 2069 2069 2169 48 4117 Storm/Sanitary - Catch Basin Bielby Street From: Amaranth Street To: Gier Street CatchBasin - Bielby Street 2169 48 0 2069 2069 2169 48 4118 Storm/Sanitary - Catch Basin Concession Road 2-3 CatchBasin - Concession Road 2-3 2169 48 0 2069 2069 2169 48 4119 Storm/Sanitary - Catch Basin Concession Road 2-3 CatchBasin - Concession Road 2-3 2169 48 0 2069 2069 2169 48 4120 Storm/Sanitary - Catch Basin Concession Road 2-3 CatchBasin - Concession Road 2-3 2169 48 0 2069 2069 2169 48 4121 Storm/Sanitary - Catch Basin Concession Road 2-3 CatchBasin - Concession Road 2-3 2169 48 0 2069 2069 2169 48 4122 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - 11 King Street 2169 48 0 2069 2069 2169 48 4123 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - King Street 2169 48 0 2069 2069 2169 48 4124 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - King Street 2169 48 0 2069 2069 2169 48 4125 Storm/Sanitary - Catch Basin King Street From: Mill Street To: Amaranth Street CatchBasin - King @ Mill Street 2169 48 0 2069 2069 2169 48 4126 Storm/Sanitary - Catch Basin Mill Street From: Main Street To: King Street CatchBasin - King @ Mill Street 2169 48 0 2069 2069 2169 48 4127 Storm/Sanitary - Catch Basin Mill Street From: King Street To: Pondsford Street CatchBasin - King @ Mill Street 2169 48 0 2069 2069 2169 48 4128 Storm/Sanitary - Catch Basin Mill Street From: Main Street To: King Street CatchBasin - Mill Street 2169 48 0 2069 2069 2169 48 4129 Storm/Sanitary - Catch Basin Mill Street From: Main Street To: King Street CatchBasin - Mill Street 2169 48 0 2069 2069 2169 48 4130 Storm/Sanitary - Catch Basin Mill Street From: Main Street To: King Street CatchBasin - Mill Street 2169 48 0 2069 2069 2169 48 4131 Storm/Sanitary - Catch Basin Mill Street From: King Street To: Pondsford Street CatchBasin - Mill Street 2169 48 0 2069 2069 2169 48 4132 Storm/Sanitary - Catch Basin Mill Street From: King Street To: Pondsford Street CatchBasin - Mill Street 2169 48 0 2069 2069 2169 48 4133 Storm/Sanitary - Catch Basin Mill Street From: King Street To: Pondsford Street CatchBasin - Mill Street 2169 48 0 2069 2069 2169 48 Ponsford Street From: Mill Street To: Amaranth 4134 Storm/Sanitary - Catch Basin Street CatchBasin - Ponsford Street 2169 48 0 2069 2069 2169 48 4135 Storm/Sanitary - Catch Basin Gier Street From: Crozier Street To: Bielby Street CatchBasin - Gier Street 2169 48 0 2069 2069 2169 48 4136 Storm/Sanitary - Catch Basin Gier Street From: Crozier Street To: Bielby Street CatchBasin - Gier Street 2169 48 0 2069 2069 2169 48 4137 Storm/Sanitary - Catch Basin Gier Street From: Crozier Street To: Bielby Street CatchBasin - Gier Street 2169 48 0 2069 2069 2169 48 4138 Storm/Sanitary - Catch Basin Gier Street From: Crozier Street To: Bielby Street CatchBasin - Gier Street 2169 48 0 2069 2069 2169 48 4139 Storm/Sanitary - Catch Basin Scott Street From: Bielby Street To: End (west) CatchBasin - Scott Street 2169 48 0 2069 2069 2169 48 4140 Storm/Sanitary - Catch Basin Scott Street From: Bielby Street To: End (west) CatchBasin - Scott Street 2169 48 0 2069 2069 2169 48 4141 Storm/Sanitary - Catch Basin Bielby Street From: Gier Street To: Scott Street CatchBasin - Bielby Street 2169 48 0 2069 2069 2169 48 4142 Storm/Sanitary - Catch Basin Bielby Street From: Gier Street To: Scott Street CatchBasin - Bielby Street 2169 48 0 2069 2069 2169 48 4143 Storm/Sanitary - Catch Basin Bielby Street From: Gier Street To: Scott Street CatchBasin - 58 Bielby Street 2169 48 0 2069 2069 2169 48 Main Street From: Amaranth Street To: Webb 4144 Storm/Sanitary - Catch Basin Street CatchBasin - Main Street 2169 48 0 2069 2069 2169 48 4145 Storm/Sanitary - Catch Basin Fife Road From: Main Street To: Joyce Court CatchBasin - Fife Road 2169 48 0 2069 2069 2169 48 4146 Storm/Sanitary - Catch Basin Fife Road From: Main Street To: Joyce Court CatchBasin - Fife Road 2169 48 0 2069 2069 2169 48 4147 Storm/Sanitary - Catch Basin Joyce Court From: Fife Road To: End (cul-de-sac) CatchBasin - Joyce Court 2169 48 0 2069 2069 2169 48 4148 Storm/Sanitary - Catch Basin Joyce Court From: Fife Road To: End (cul-de-sac) CatchBasin - Joyce Court 2169 48 0 2069 2069 2169 48 4149 Storm/Sanitary - Catch Basin Joyce Court From: Fife Road To: End (cul-de-sac) CatchBasin - Joyce Court 2169 48 0 2069 2069 2169 48 4150 Storm/Sanitary - Catch Basin Fife Road From: Joyce Court To: Crozier Street CatchBasin - Fife Road 2169 48 0 2069 2069 2169 48 4151 Storm/Sanitary - Catch Basin Fife Road From: Joyce Court To: Crozier Street CatchBasin - Fife Road 2169 48 0 2069 2069 2169 48 4152 Storm/Sanitary - Catch Basin Fife Road From: Crozier Street To: Mary Court CatchBasin - Fife Road 2169 48 0 2069 2069 2169 48 4153 Storm/Sanitary - Catch Basin Fife Road From: Mary Court To: End (cul-de-sac) CatchBasin - Fife Road 2169 48 0 2069 2069 2169 48 Grand Valley Storm/Sanitary - Catch Basin Inventory Expected Levels of Service Replacement/Improvement Year Based on Expected Levels Service Fixed Asset # Map Link Subtype Road Name Asset Name Subsequent Replacement Year Revised Remaining Useful Life Rehabiliation Cost (2022) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remainin g Useful Life $ - 4154 Storm/Sanitary - Catch Basin Mary Court From: Fife Road To: End (cul-de-sac) CatchBasin - Mary Court 2169 48 0 2069 2069 2169 48 4155 Storm/Sanitary - Catch Basin Mary Court From: Fife Road To: End (cul-de-sac) CatchBasin - Mary Court 2169 48 0 2069 2069 2169 48 4156 Storm/Sanitary - Catch Basin Crozier Street From: Spruyt Avenue To: Fife Road CatchBasin - Crozier Street 2169 48 0 2069 2069 2169 48 4157 Storm/Sanitary - Catch Basin Crozier Street From: Spruyt Avenue To: Fife Road CatchBasin -149 Crozier Street 2169 48 0 2069 2069 2169 48 4158 Storm/Sanitary - Catch Basin Crozier Street From: Spruyt Avenue To: Fife Road CatchBasin - Crozier Street 2169 48 0 2069 2069 2169 48 4159 Storm/Sanitary - Catch Basin Crozier Street From: Spruyt Avenue To: Fife Road CatchBasin - Crozier Street 2169 48 0 2069 2069 2169 48 4160 Storm/Sanitary - Catch Basin Crozier Street From: Baker Court To: Spruyt Avenue CatchBasin - Crozier Street 2169 48 0 2069 2069 2169 48 Crozier Street From: Webb Street To: Baker 4161 Storm/Sanitary - Catch Basin Court CatchBasin - 101 Crozier Street 2169 48 0 2069 2069 2169 48 4162 Storm/Sanitary - Catch Basin Crozier Street From: Baker Court To: Spruyt Avenue CatchBasin - Crozier Street 2169 48 0 2069 2069 2169 48 4163 Storm/Sanitary - Catch Basin Baker Court From: Crozier Street To: End CatchBasin - Baker Court 2169 48 0 2069 2069 2169 48 4164 Storm/Sanitary - Catch Basin Baker Court From: Crozier Street To: End CatchBasin - Baker Court 2169 48 0 2069 2069 2169 48 4165 Storm/Sanitary - Catch Basin Baker Court From: Crozier Street To: End CatchBasin - Baker Court 2169 48 0 2069 2069 2169 48 Crozier Street From: Webb Street To: Baker 4166 Storm/Sanitary - Catch Basin Court CatchBasin - Crozier Street 2169 48 0 2069 2069 2169 48 Crozier Street From: Webb Street To: Baker 4167 Storm/Sanitary - Catch Basin Court CatchBasin - Crozier Street 2169 48 0 2069 2069 2169 48 Crozier Street From: Webb Street To: Baker 4168 Storm/Sanitary - Catch Basin Court CatchBasin - Crozier Street 2169 48 0 2069 2069 2169 48 Crozier Street From: Webb Street To: Baker 4169 Storm/Sanitary - Catch Basin Court CatchBasin - Crozier Street 2169 48 0 2069 2069 2169 48 4170 Storm/Sanitary - Catch Basin Webb Street From: Main Street To: Crozier Street CatchBasin - Webb Street 2169 48 0 2069 2069 2169 48 4171 Storm/Sanitary - Catch Basin Webb Street From: Main Street To: Crozier Street CatchBasin - Webb Street 2169 48 0 2069 2069 2169 48 4172 Storm/Sanitary - Catch Basin Crozier Street From: Gier Street To: Webb Street CatchBasin - Crozier Street 2169 48 0 2069 2069 2169 48 4173 Storm/Sanitary - Catch Basin Fife Road From: Mary Court To: End (cul-de-sac) Double CatchBasin - Fife Road 2169 48 0 2069 2069 2169 48 Leeson Street From: Amaranth Street To: 4238 Storm/Sanitary - Catch Basin Douglas Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 Leeson Street From: Amaranth Street To: 4239 Storm/Sanitary - Catch Basin Douglas Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 Leeson Street From: Amaranth Street To: 4240 Storm/Sanitary - Catch Basin Douglas Street CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 4241 Storm/Sanitary - Catch Basin Emma Street from Mill St to Amaranth St CatchBasin - Emma Street 2171 49 0 2070 2070 2170 49 4242 Storm/Sanitary - Catch Basin West Bank Alley From: Mill Street To: Amaranth Street CatchBasin - West Bank Alley 2169 48 0 2069 2069 2169 48 4243 Storm/Sanitary - Catch Basin West Bank Alley From: Mill Street To: Amaranth Street CatchBasin - West Bank Alley 2169 48 0 2069 2069 2169 48 Leeson Street From: Amaranth Street To: 4244 Storm/Sanitary - Catch Basin Douglas Street Manhole CatchBasin - Leeson Street 2169 48 0 2069 2069 2169 48 4431 Storm/Sanitary - Catch Basin Emma Street From: Amaranth Street To: Douglas Street DOUBLE CATCH BASIN - EMMA STREET 2214 93 0 2114 2114 2214 93 Amaranth Street From: Leeson Street To: Emma 4433 Storm/Sanitary - Catch Basin Street DOUBLE CATCH BASIN - AMARANTH STREET 2214 93 0 2114 2114 2214 93 Amaranth Street From: Leeson Street To: Emma 4434 Storm/Sanitary - Catch Basin Street DOUBLE CATCH BASIN - AMARANTH STREET 2214 93 0 2114 2114 2214 93 Emma Street From: Mill Street To: Amaranth 4435 Storm/Sanitary - Catch Basin Street DOUBLE CATCH BASIN - EMMA STREET 2214 93 0 2114 2114 2214 93 Emma Street From: Mill Street To: Amaranth 4437 Storm/Sanitary - Catch Basin Street DOUBLE CATCH BASIN - EMMA STREET 2214 93 0 2114 2114 2214 93 Emma Street From: Mill Street To: Amaranth 4438 Storm/Sanitary - Catch Basin Street CATCH BASIN - AMARANTH STREET 2214 93 0 2114 2114 2214 93 4508 Storm/Sanitary - Catch Basin West Bank Alley Catch Basin - West Bank Alley 2214 93 0 2114 2114 2214 93 4509 Storm/Sanitary - Catch Basin William Street Double Ditch Inlet Catch Basin - William Street 2213 92 0 2113 2113 2213 92 4510 Storm/Sanitary - Catch Basin Water Street Ditch Inlet Catch Basin - Water Street 2169 48 0 2069 2069 2169 48 4511 Storm/Sanitary - Catch Basin Main Street Catch Basin - Main Street 2175 54 0 2075 2075 2175 54 4512 Storm/Sanitary - Catch Basin Amaranth Street Manhole Catch Basin - Amaranth Street 2175 54 0 2075 2075 2175 54 4513 Storm/Sanitary - Catch Basin William Street Double Ditch Inlet Catch Basin - William Street 2213 92 0 2113 2113 2213 92 4514 Storm/Sanitary - Catch Basin Leeson Street Double Ditch Inlet Catch Basin - Leeson Street 2213 92 0 2113 2113 2213 92 4515 Storm/Sanitary - Catch Basin Leeson Street Double Ditch Inlet Catch Basin - Leeson Street 2213 92 0 2113 2113 2213 92 4516 Storm/Sanitary - Catch Basin Leeson Street Double Ditch Inlet Catch Basin - Leeson Street 2213 92 0 2113 2113 2213 92 4517 Storm/Sanitary - Catch Basin William Street Double Ditch Inlet Catch Basin - William Street 2213 92 0 2113 2113 2213 92 4518 Storm/Sanitary - Catch Basin William Street Double Ditch Inlet Catch Basin - William Street 2213 92 0 2113 2113 2213 92 4519 Storm/Sanitary - Catch Basin William Street Double Ditch Inlet Catch Basin - William Street 2213 92 0 2113 2113 2213 92 4520 Storm/Sanitary - Catch Basin Cooper Street Ditch Inlet Catch Basin - Cooper Street 2196 75 0 2096 2096 2196 75 4521 Storm/Sanitary - Catch Basin Cooper Street Ditch Inlet Catch Basin - Cooper Street 2196 75 0 2096 2096 2196 75 4522 Storm/Sanitary - Catch Basin Mill Street Catch Basin - Mill Street 2169 48 0 2069 2069 2169 48 4523 Storm/Sanitary - Catch Basin William Street Double Ditch Inlet Catch Basin - William Street 2213 92 0 2113 2113 2213 92 4524 Storm/Sanitary - Catch Basin Leeson Street Catch Basin - Leeson Street 2213 92 0 2113 2113 2213 92 4525 Storm/Sanitary - Catch Basin Cooper Street Catch Basin - Cooper Street 2169 48 0 2069 2069 2169 48 4526 Storm/Sanitary - Catch Basin Main Street Catch Basin - Main Street 2196 75 0 2096 2096 2196 75 4527 Storm/Sanitary - Catch Basin Main Street Ditch Inlet Catch Basin Manhole - Main Street 2196 75 0 2096 2096 2196 75 4528 Storm/Sanitary - Catch Basin Main Street Catch Basin - Main Street 2169 48 0 2069 2069 2169 48 4529 Storm/Sanitary - Catch Basin Main Street Catch Basin - Main Street 2169 48 0 2069 2069 2169 48 Grand Valley Storm/Sanitary - Catch Basin Inventory Expected Levels of Service Replacement/Improvement Year Based on Expected Levels Service Fixed Asset # Map Link Subtype Road Name Asset Name Subsequent Replacement Year Revised Remaining Useful Life Rehabiliation Cost (2022) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remainin g Useful Life $ - 4530 Storm/Sanitary - Catch Basin William Street Catch Basin - William Street 2213 92 0 2113 2113 2213 92 4531 Storm/Sanitary - Catch Basin Concession Rd 2-3 Ditch Inlet Catch Basin - Concession Rd 2-3 2213 92 0 2113 2113 2213 92 4532 Storm/Sanitary - Catch Basin Concession Rd 2-3 Ditch Inlet Catch Basin - Concession Rd 2-3 2213 92 0 2113 2113 2213 92 4533 Storm/Sanitary - Catch Basin Concession Rd 2-3 Manhole Catch Basin - Concession Rd 2-3 2213 92 0 2113 2113 2213 92 4534 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4535 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4536 Storm/Sanitary - Catch Basin Mill Street Double Catch Basin - Mill Street 2213 92 0 2113 2113 2213 92 4537 Storm/Sanitary - Catch Basin Melody Lane STC 4000 - Melody Lane 2213 92 0 2113 2113 2213 92 4538 Storm/Sanitary - Catch Basin Monty Ave STC 2000 - Monty Ave 2213 92 0 2113 2113 2213 92 4539 Storm/Sanitary - Catch Basin Mill Street Double Catch Basin - Mill Street 2213 92 0 2113 2113 2213 92 4540 Storm/Sanitary - Catch Basin Mill Street Double Catch Basin - Mill Street 2213 92 0 2113 2113 2213 92 4541 Storm/Sanitary - Catch Basin Mill Street Double Catch Basin - Mill Street 2213 92 0 2113 2113 2213 92 4542 Storm/Sanitary - Catch Basin Mill Street Double Catch Basin - Mill Street 2213 92 0 2113 2113 2213 92 4543 Storm/Sanitary - Catch Basin Mill Street Double Catch Basin - Mill Street 2213 92 0 2113 2113 2213 92 4544 Storm/Sanitary - Catch Basin Taylor Drive Double Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4545 Storm/Sanitary - Catch Basin Taylor Drive Double Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4546 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4547 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4548 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4549 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4550 Storm/Sanitary - Catch Basin Street 14 Catch Basin - Street 14 2213 92 0 2113 2113 2213 92 4551 Storm/Sanitary - Catch Basin Street 14 Catch Basin - Street 14 2213 92 0 2113 2113 2213 92 4552 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4553 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4554 Storm/Sanitary - Catch Basin William Street - Backyard Ditch Inlet Catch Basin - William Street - Backyard 2213 92 0 2113 2113 2213 92 4555 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4556 Storm/Sanitary - Catch Basin Taylor Drive Double Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4557 Storm/Sanitary - Catch Basin Taylor Drive Double Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4558 Storm/Sanitary - Catch Basin Melody Lane Catch Basin - Melody Lane 2213 92 0 2113 2113 2213 92 4559 Storm/Sanitary - Catch Basin Melody Lane Catch Basin - Melody Lane 2213 92 0 2113 2113 2213 92 4560 Storm/Sanitary - Catch Basin Melody Lane Double Catch Basin - Melody Lane 2213 92 0 2113 2113 2213 92 4561 Storm/Sanitary - Catch Basin Melody Lane Double Catch Basin - Melody Lane 2213 92 0 2113 2113 2213 92 4562 Storm/Sanitary - Catch Basin Concession Rd 2-3 Rearlot Catch Basin - Concession Rd 2-3 2213 92 0 2113 2113 2213 92 4563 Storm/Sanitary - Catch Basin Concession Rd 2-3 Manhole Catch Basin - Concession Rd 2-3 2213 92 0 2113 2113 2213 92 4564 Storm/Sanitary - Catch Basin Concession Rd 2-3 Ditch Inlet Catch Basin - Concession Rd 2-3 2213 92 0 2113 2113 2213 92 4565 Storm/Sanitary - Catch Basin Concession Rd 2-3 Manhole Catch Basin - Concession Rd 2-3 2213 92 0 2113 2113 2213 92 4566 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4567 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4568 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4569 Storm/Sanitary - Catch Basin <Null> Catch Basin - <Null> 2213 92 0 2113 2113 2213 92 4570 Storm/Sanitary - Catch Basin <Null> Catch Basin - <Null> 2213 92 0 2113 2113 2213 92 4571 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4572 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4573 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4574 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4575 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4576 Storm/Sanitary - Catch Basin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 4577 Storm/Sanitary - Catch Basin Monty Ave Double Catch Basin - Monty Ave 2213 92 0 2113 2113 2213 92 4578 Storm/Sanitary - Catch Basin Monty Ave Double Catch Basin - Monty Ave 2213 92 0 2113 2113 2213 92 4579 Storm/Sanitary - Catch Basin Mill Street Rearlot Catch Basin - Mill Street 2213 92 0 2113 2113 2213 92 4580 Storm/Sanitary - Catch Basin Mill Street Rearlot Catch Basin - Mill Street 2213 92 0 2113 2113 2213 92 4581 Storm/Sanitary - Catch Basin Mill Street Double Catch Basin - Mill Street 2213 92 0 2113 2113 2213 92 4582 Storm/Sanitary - Catch Basin Mill Street Double Catch Basin - Mill Street 2213 92 0 2113 2113 2213 92 4583 Storm/Sanitary - Catch Basin Street 14 Manhole Catch Basin - Street 14 2213 92 0 2113 2113 2213 92 4584 Storm/Sanitary - Catch Basin <Null> Rearlot Catch Basin - <Null> 2213 92 0 2113 2113 2213 92 4585 Storm/Sanitary - Catch Basin Taylor Rd - Backyard Double Rearlot Catch Basin - Taylor Rd - Backyard 2213 92 0 2113 2113 2213 92 4586 Storm/Sanitary - Catch Basin Mill Street Rearlot Catch Basin - Mill Street 2213 92 0 2113 2113 2213 92 4587 Storm/Sanitary - Catch Basin Melody Lane Rearlot Catch Basin - Melody Lane 2213 92 0 2113 2113 2213 92 4588 Storm/Sanitary - Catch Basin Melody Lane Catch Basin - Melody Lane 2213 92 0 2113 2113 2213 92 4589 Storm/Sanitary - Catch Basin Melody Lane Catch Basin - Melody Lane 2213 92 0 2113 2113 2213 92 4590 Storm/Sanitary - Catch Basin Melody Lane - Backyard Rearlot Catch Basin - Melody Lane - Backyard 2213 92 0 2113 2113 2213 92 4591 Storm/Sanitary - Catch Basin William Street Catch Basin - William Street 2213 92 0 2113 2113 2213 92 4592 Storm/Sanitary - Catch Basin Cooper Street Catch Basin - Cooper Street 2169 48 0 2069 2069 2169 48 4593 Storm/Sanitary - Catch Basin Cooper Street Catch Basin - Cooper Street 2169 48 0 2069 2069 2169 48 4594 Storm/Sanitary - Catch Basin Monty Avenue Ditch Inlet Catch Basin - Monty Avenue 2192 71 0 2092 2092 2192 71 4595 Storm/Sanitary - Catch Basin Joyce Court Catch Basin - Joyce Court 2169 48 0 2069 2069 2169 48 4596 Storm/Sanitary - Catch Basin Water Street Ditch Inlet Catch Basin - Water Street 2213 92 0 2113 2113 2213 92 4597 Storm/Sanitary - Catch Basin Water Street Ditch Inlet Catch Basin - Water Street 2213 92 0 2113 2113 2213 92 4598 Storm/Sanitary - Catch Basin Water Street Ditch Inlet Catch Basin - Water Street 2213 92 0 2113 2113 2213 92 4599 Storm/Sanitary - Catch Basin Water Street Manhole Catch Basin - Water Street 2213 92 0 2113 2113 2213 92 4600 Storm/Sanitary - Catch Basin Water Street Manhole Ditch Inlet Catch Basin - Water Street 2213 92 0 2113 2113 2213 92 4601 Storm/Sanitary - Catch Basin Water Street Ditch Inlet Catch Basin - Water Street 2213 92 0 2113 2113 2213 92 4602 Storm/Sanitary - Catch Basin Amaranth Street Catch Basin - Amaranth Street 2169 48 0 2069 2069 2169 48 4603 Storm/Sanitary - Catch Basin Gier Street Catch Basin - Gier Street 2169 48 0 2069 2069 2169 48 4604 Storm/Sanitary - Catch Basin Crozier Street Catch Basin - Crozier Street 2169 48 0 2069 2069 2169 48 4605 Storm/Sanitary - Catch Basin Crozier Street Catch Basin - Crozier Street 2169 48 0 2069 2069 2169 48 4606 Storm/Sanitary - Catch Basin Crozier Street Catch Basin - Crozier Street 2169 48 0 2069 2069 2169 48 4607 Storm/Sanitary - Catch Basin Crozier Street Catch Basin - Crozier Street 2169 48 0 2069 2069 2169 48 4608 Storm/Sanitary - Catch Basin Mill Street Catch Basin - Mill Street 2169 48 0 2069 2069 2169 48 4609 Storm/Sanitary - Catch Basin River Street Catch Basin - River Street 2169 48 0 2069 2069 2169 48 4610 Storm/Sanitary - Catch Basin Leeson Street Catch basin - Leeson Street 2169 48 0 2069 2069 2169 48 4611 Storm/Sanitary - Catch Basin Leeson Street Catch Basin - Leeson Street 2169 48 0 2069 2069 2169 48 Grand Valley Storm/Sanitary - Catch Basin Inventory Expected Levels of Service Replacement/Improvement Year Based on Expected Levels Service Fixed Asset # Map Link Subtype Road Name Asset Name Subsequent Replacement Year Revised Remaining Useful Life Rehabiliation Cost (2022) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remainin g Useful Life $ - 4612 Storm/Sanitary - Catch Basin Leeson Street Catch Basin - Leeson Street 2169 48 0 2069 2069 2169 48 4613 Storm/Sanitary - Catch Basin Leeson Street Catch Basin - Leeson Street 2169 48 0 2069 2069 2169 48 4614 Storm/Sanitary - Catch Basin Leeson Street Catch Basin - Leeson Street 2169 48 0 2069 2069 2169 48 4615 Storm/Sanitary - Catch Basin Leeson Street Catch Basin - Leeson Street 2169 48 0 2069 2069 2169 48 4616 Storm/Sanitary - Catch Basin Leeson Street Catch Basin - Leeson Street 2169 48 0 2069 2069 2169 48 5228 CatchBasin Rear Lot - 10 Main Street CatchBasin - Rear Lot - 10 Main Street 2169 48 0 2069 2069 2169 48 5236 ManholeCatchBasin Mount Haven Cresent ManholeCatchBasin - Mount Haven Cresent 2195 74 0 2095 2095 2195 74 5237 DitchInletCatchBasin Mount Haven Cresent DitchInletCatchBasin - Mount Haven Cresent 2195 74 0 2095 2095 2195 74 5238 DitchInletCatchBasin Mount Haven Cresent DitchInletCatchBasin - Mount Haven Cresent 2195 74 0 2095 2095 2195 74 5281 CatchBasin Wastewater Treatment Plant - Industrial Road CatchBasin - Wastewater Treatment Plant - Industrial Road 2213 92 0 2113 2113 2213 92 5282 RearlotCatchbasin Rear Lot, East of Crozier Street RearlotCatchbasin - Rear Lot, East of Crozier Street 2169 48 0 2069 2069 2169 48 5283 CatchBasin Wastewater Treatment Plant - Industrial Road CatchBasin - Wastewater Treatment Plant - Industrial Road 2213 92 0 2113 2113 2213 92 5284 CatchBasin East Back Lane CatchBasin - East Back Lane 2213 92 0 2113 2113 2213 92 5285 CatchBasin Wastewater Treatment Plant - Industrial Road CatchBasin - Wastewater Treatment Plant - Industrial Road 2213 92 0 2113 2113 2213 92 5286 RearlotCatchbasin Rear Lot, 52 Leeson Street RearlotCatchbasin - Rear Lot, 52 Leeson Street 2213 92 0 2113 2113 2213 92 5287 CatchBasin Wastewater Treatment Plant - Industrial Road CatchBasin - Wastewater Treatment Plant - Industrial Road 2213 92 0 2113 2113 2213 92 5351 DoubleCatchBasin Stub Street Off Taylor Drive DoubleCatchBasin - Stub Street Off Taylor Drive 2216 95 0 2116 2116 2216 95 5352 DoubleCatchBasin Stub Street Off Taylor Drive DoubleCatchBasin - Stub Street Off Taylor Drive 2216 95 0 2116 2116 2216 95 5377 4510 DitchInletCatchBasin Water Street Ditch Inlet Catch Basin - Water Street 2169 48 0 2069 2069 2169 48 5378 4511 CatchBasin Main Street Catch Basin - Main Street 2175 54 0 2075 2075 2175 54 5379 4520 DitchInletCatchBasin Cooper Street Ditch Inlet Catch Basin - Cooper Street 2196 75 0 2096 2096 2196 75 5380 4522 CatchBasin Mill Street Catch Basin - Mill Street 2169 48 0 2069 2069 2169 48 5381 4526 CatchBasin Main Street Catch Basin - Main Street 2196 75 0 2096 2096 2196 75 5382 4527 DitchInletCatchBasinManhole Main Street Ditch Inlet Catch Basin Manhole - Main Street 2196 75 0 2096 2096 2196 75 5383 4528 CatchBasin Main Street Catch Basin - Main Street 2169 48 0 2069 2069 2169 48 5384 4529 CatchBasin Main Street Catch Basin - Main Street 2169 48 0 2069 2069 2169 48 5550 4509 DoubleDitchInletCatchBasinTayloratso uthofStormPond Taylor at south of Storm Pond on East Double Ditch Inlet Catch Basin - Taylor at south of Storm Pond on East 2213 92 0 2113 2113 2213 92 5551 4513 DoubleDitchInletCatchBasinTayloratso uthofStormPond Taylor at south of Storm Pond on East Double Ditch Inlet Catch Basin - Taylor at south of Storm Pond on East 2213 92 0 2113 2113 2213 92 5552 4514 DoubleDitchInletCatchBasin Leeson Street Double Ditch Inlet Catch Basin - Leeson Street 2213 92 0 2113 2113 2213 92 5553 4515 DoubleDitchInletCatchBasin Leeson Street Double Ditch Inlet Catch Basin - Leeson Street 2213 92 0 2113 2113 2213 92 5554 4516 DoubleDitchInletCatchBasin Leeson Street Double Ditch Inlet Catch Basin - Leeson Street 2213 92 0 2113 2113 2213 92 5555 4517 DoubleDitchInletCatchBasin William Street Double Ditch Inlet Catch Basin - William Street 2213 92 0 2113 2113 2213 92 5556 4518 DoubleDitchInletCatchBasin William Street Double Ditch Inlet Catch Basin - William Street 2213 92 0 2113 2113 2213 92 5557 4519 DoubleDitchInletCatchBasin William Street Double Ditch Inlet Catch Basin - William Street 2213 92 0 2113 2113 2213 92 5558 4523 DoubleDitchInletCatchBasin William Street Double Ditch Inlet Catch Basin - William Street 2213 92 0 2113 2113 2213 92 5559 4524 CatchBasin Leeson Street Catch Basin - Leeson Street 2213 92 0 2113 2113 2213 92 5560 4530 CatchBasin William Street Catch Basin - William Street 2213 92 0 2113 2113 2213 92 5561 4531 DitchInletCatchBasin Concession Rd 2-3 Ditch Inlet Catch Basin - Concession Rd 2-3 2213 92 0 2113 2113 2213 92 5562 4532 DitchInletCatchBasin Concession Rd 2-3 Ditch Inlet Catch Basin - Concession Rd 2-3 2213 92 0 2113 2113 2213 92 5563 4533 ManholeCatchBasin Concession Rd 2-3 Manhole Catch Basin - Concession Rd 2-3 2213 92 0 2113 2113 2213 92 5564 4534 CatchBasin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 5565 4535 CatchBasin Taylor Drive Catch Basin - Taylor Drive 2213 92 0 2113 2113 2213 92 5566 4536 DoubleCatchBasin Mill Street Double Catch Basin - Mill Street 2213 92 0 2113 2113 2213 92 5567 4537 STC Melody Lane STC 4000 - Melody Lane 2213 92 0 2113 2113 2213 92 5568 4538 STC Monty Ave STC 2000 - Monty Ave 2213 92 0 2113 2113 2213 92 5642 CatchBasin CATCH BASIN - MILL ST @ EMMA ST 2220 99 0 2120 2120 2220 99 7399 DoubleCatchBasin DDICB.10 2215 94 0 2115 2115 2215 94 7400 CatchBasin CB.39 2215 94 0 2115 2115 2215 94 7401 CatchBasin CB.40 2215 94 0 2115 2115 2215 94 7402 CatchBasin CB.47 2215 94 0 2115 2115 2215 94 7403 CatchBasin CB.48 2215 94 0 2115 2115 2215 94 7404 CatchBasin CB.49 2215 94 0 2115 2115 2215 94 7405 CatchBasin CB.50 2215 94 0 2115 2115 2215 94 7406 CatchBasin CB.51 2215 94 0 2115 2115 2215 94 7407 CatchBasin CB.52 2215 94 0 2115 2115 2215 94 7408 CatchBasin CB.43 2215 94 0 2115 2115 2215 94 7409 CatchBasin CB.44 2215 94 0 2115 2115 2215 94 7410 CatchBasin CB.41 2215 94 0 2115 2115 2215 94 7411 CatchBasin CB.42 2215 94 0 2115 2115 2215 94 7412 CatchBasin CB.45 2215 94 0 2115 2115 2215 94 7413 CatchBasin CB.46 2215 94 0 2115 2115 2215 94 7414 CatchBasin CB.37 2215 94 0 2115 2115 2215 94 7415 CatchBasin CB.38 2215 94 0 2115 2115 2215 94 7416 DoubleCatchBasin DCB.17 2215 94 0 2115 2115 2215 94 7417 DoubleCatchBasin DCB.18 2215 94 0 2115 2115 2215 94 7418 CatchBasin CB.15 2215 94 0 2115 2115 2215 94 7419 CatchBasin CB.16 2215 94 0 2115 2115 2215 94 7420 DoubleCatchBasin DCB.29 2215 94 0 2115 2115 2215 94 7421 DoubleCatchBasin DCB.30 2215 94 0 2115 2115 2215 94 7422 CatchBasin CB.27 2215 94 0 2115 2115 2215 94 7423 CatchBasin CB.28 2215 94 0 2115 2115 2215 94 7424 CatchBasin CB.21 2215 94 0 2115 2115 2215 94 7425 CatchBasin CB.22 2215 94 0 2115 2115 2215 94 7426 CatchBasin CB.23 2215 94 0 2115 2115 2215 94 7427 CatchBasin CB.24 2215 94 0 2115 2115 2215 94 7428 CatchBasin CB.26 2215 94 0 2115 2115 2215 94 Grand Valley Storm/Sanitary - Catch Basin Inventory Expected Levels of Service Replacement/Improvement Year Based on Expected Levels Service Fixed Asset # Map Link Subtype Road Name Asset Name Subsequent Replacement Year Revised Remaining Useful Life Rehabiliation Cost (2022) Year for Rehabilitation Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remainin g Useful Life $ - 7429 CatchBasin CB.25 2215 94 0 2115 2115 2215 94 7430 CatchBasin CB.2 2215 94 0 2115 2115 2215 94 7431 CatchBasin CB.1 2215 94 0 2115 2115 2215 94 7432 CatchBasin CB.14 2215 94 0 2115 2115 2215 94 7433 CatchBasin CB.13 2215 94 0 2115 2115 2215 94 7434 DoubleCatchBasin DDICB.9 2215 94 0 2115 2115 2215 94 7435 DoubleCatchBasin DDICB.8 2215 94 0 2115 2115 2215 94 7436 RYCB.14 2215 94 0 2115 2115 2215 94 7437 RYCB.13 2215 94 0 2115 2115 2215 94 7438 RYCB.6 2215 94 0 2115 2115 2215 94 7439 DoubleCatchBasin DICB.7 2215 94 0 2115 2115 2215 94 7440 CatchBasin CB.12 2215 94 0 2115 2115 2215 94 7441 CatchBasin CB.11 2215 94 0 2115 2115 2215 94 7442 CatchBasin CB.9 2215 94 0 2115 2115 2215 94 7443 CatchBasin CB.10 2215 94 0 2115 2115 2215 94 7444 CatchBasin CB.8 2215 94 0 2115 2115 2215 94 7445 CatchBasin CB.7 2215 94 0 2115 2115 2215 94 7446 DoubleCatchBasin DCB.5 2215 94 0 2115 2115 2215 94 7447 DoubleCatchBasin DCB.6 2215 94 0 2115 2115 2215 94 7448 RYCB.2 2215 94 0 2115 2115 2215 94 7449 CatchBasin CB.20 2215 94 0 2115 2115 2215 94 7450 CatchBasin CB.19 2215 94 0 2115 2115 2215 94 7451 DoubleCatchBasin DCB.53 2215 94 0 2115 2115 2215 94 7452 CatchBasin CB.36 2215 94 0 2115 2115 2215 94 7453 CatchBasin CB.35 2215 94 0 2115 2115 2215 94 7454 CatchBasin CB.33 2215 94 0 2115 2115 2215 94 7455 CatchBasin CB.34 2215 94 0 2115 2115 2215 94 7456 DoubleCatchBasin DCB.31 2215 94 0 2115 2115 2215 94 7457 DoubleCatchBasin DCB.32 2215 94 0 2115 2115 2215 94 7458 DoubleCatchBasin DICB.19 2215 94 0 2115 2115 2215 94 7459 DoubleCatchBasin DICB.15 2215 94 0 2115 2115 2215 94 7460 RYCB.5 2215 94 0 2115 2115 2215 94 7461 RYCB.3 2215 94 0 2115 2115 2215 94 7462 RYCB.1 2215 94 0 2115 2115 2215 94 7463 DoubleCatchBasin DCB.4 2215 94 0 2115 2115 2215 94 7464 DoubleCatchBasin DCB.3 2215 94 0 2115 2115 2215 94 7465 DoubleCatchBasin DDICB.11 2215 94 0 2115 2115 2215 94 7467 RYCB.17 2215 94 0 2115 2115 2215 94 7476 DoubleCatchBasin DICB.18 2215 94 0 2115 2115 2215 94 7711 RYCB.4 2215 94 0 2115 2115 2215 94 7712 DoubleCatchBasin DDICB.12 2215 94 0 2115 2115 2215 94 7713 RYCB.7 2215 94 0 2115 2115 2215 94 Grand Valley Storm/Sanitary Manhole Inventory Fixed Asset # Subtype Road Name Asset Name Access diameter (mm) Access Type Water Type Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Assessed Condition Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure Risk of Failure $1,090,000 83.7 16 $ 712,149 $ 29,147 $ 683,002 $ 1,630,000 8.2 3576 Storm/Sanitary - Manhole Main Street From: River Street To: George Street Storm Manhole - Main Street 1200 Cover Storm 1969 100 48 52 $626 $319 $307 $10,000 5 5 Average Possible Moderate M 4174 Storm/Sanitary - Manhole Melody Lane From: Water Street To: Leeson Street Storm Manhole - Melody Lane 1500 Manhole Cover Storm Runoff 1992 100 71 29 $2,601 $728 $1,872 $15,000 7 7 Good Unlikely Moderate M 4175 Storm/Sanitary - Manhole Melody Lane From: Water Street To: Leeson Street Storm Manhole - Melody Lane 1500 Manhole Cover Storm Runoff 1992 100 71 29 $2,601 $728 $1,872 $15,000 7 7 Good Unlikely Moderate M 4176 Storm/Sanitary - Manhole Melody Lane From: Leeson Street To: End Storm Manhole - Melody Lane 1500 Manhole Cover Storm Runoff 1992 100 71 29 $2,601 $728 $1,872 $15,000 7 7 Good Unlikely Moderate M 4177 Storm/Sanitary - Manhole Leeson Street From: Melody Lane To: 175 M S. Of Mill Street Storm Manhole - Leeson Street 1500 Manhole Cover Storm Runoff 1992 100 71 29 $2,601 $728 $1,872 $15,000 7 7 Good Unlikely Moderate M 4178 Storm/Sanitary - Manhole Leeson Street From: Melody Lane To: 175 M S. Of Mill Street Storm Manhole - Leeson Street 1500 Manhole Cover Storm Runoff 1992 100 71 29 $2,601 $728 $1,872 $15,000 7 7 Good Unlikely Moderate M 4179 Storm/Sanitary - Manhole Monty Avenue From: Leeson Street To: End of 1992 development Storm Manhole - Monty Avenue 1500 Manhole Cover Storm Runoff 1992 100 71 29 $2,601 $728 $1,872 $15,000 7 7 Good Unlikely Moderate M 4180 Storm/Sanitary - Manhole Leeson Street From: Melody Lane To: 175 M S. Of Mill Street Storm Manhole - Leeson Street 1500 Manhole Cover Storm Runoff 1992 100 71 29 $2,601 $728 $1,872 $15,000 7 7 Good Unlikely Moderate M 4181 Storm/Sanitary - Manhole Leeson Street From: Melody Lane To: 175 M S. Of Mill Street Storm Manhole - Leeson Street 1500 Manhole Cover Storm Runoff 1992 100 71 29 $2,601 $728 $1,872 $15,000 7 7 Good Unlikely Moderate M 4182 Storm/Sanitary - Manhole Leeson Street From: Melody Lane To: 175 M S. Of Mill Street Storm Manhole - Leeson Street 1500 Manhole Cover Storm Runoff 1992 100 71 29 $2,601 $728 $1,872 $15,000 7 7 Good Unlikely Moderate M 4183 Storm/Sanitary - Manhole Leeson Street From: Melody Lane To: 175 M S. Of Mill Street Storm Manhole - Leeson Street 1500 Manhole Cover Storm Runoff 1992 100 71 29 $2,601 $728 $1,872 $15,000 7 7 Good Unlikely Moderate M 4184 Storm/Sanitary - Manhole Leeson Street From: Melody Lane To: 175 M S. Of Mill Street Storm Manhole - Leeson Street 1500 Manhole Cover Storm Runoff 1992 100 71 29 $2,601 $728 $1,872 $15,000 7 7 Good Unlikely Moderate M 4185 Storm/Sanitary - Manhole Leeson Street From: Melody Lane To: 175 M S. Of Mill Street Storm Manhole - Leeson Street 1500 Manhole Cover Storm Runoff 1992 100 71 29 $2,601 $728 $1,872 $15,000 7 7 Good Unlikely Moderate M 4186 Storm/Sanitary - Manhole Emma Street From: Mill Street To: Amaranth Street Manhole - Emma Street 1500 Manhole Cover Storm Runoff 1969 100 48 52 $626 $319 $307 $15,000 5 5 Average Possible Moderate M 4187 Storm/Sanitary - Manhole Mill Street From: Emma Street To: Main Street Manhole - Mill Street 1500 Manhole Cover Storm Runoff 1969 100 48 52 $626 $319 $307 $15,000 5 5 Average Possible Moderate M 4188 Storm/Sanitary - Manhole Amaranth Street From: Main Street To: King Street Manhole - Amaranth Street 1500 Manhole Cover Storm Runoff 1969 100 48 52 $626 $319 $307 $15,000 5 5 Average Possible Moderate M 4189 Storm/Sanitary - Manhole Main Street From: Amaranth Street To: Webb Street Manhole - Main Street 1500 Manhole Cover Storm Runoff 1969 100 48 52 $626 $319 $307 $15,000 5 5 Average Possible Moderate M 4190 Storm/Sanitary - Manhole Fife Road From: Main Street To: Joyce Court Manhole - Fife Road 1200 Manhole Cover Storm Runoff 1969 100 48 52 $626 $319 $307 $10,000 5 5 Average Possible Moderate M 4191 Storm/Sanitary - Manhole Fife Road From: Main Street To: Joyce Court Manhole - Fife Road 1200 Manhole Cover Storm Runoff 1969 100 48 52 $626 $319 $307 $10,000 5 5 Average Possible Moderate M 4192 Storm/Sanitary - Manhole Fife Road From: Joyce Court To: Crozier Street Manhole - Fife Road 1200 Manhole Cover Storm Runoff 1969 100 48 52 $626 $319 $307 $10,000 5 5 Average Possible Moderate M 4193 Storm/Sanitary - Manhole Fife Road From: Mary Court To: End (cul-de-sac) Manhole - Fife Road 1200 Manhole Cover Storm Runoff 1969 100 48 52 $626 $319 $307 $10,000 5 5 Average Possible Moderate M 4194 Storm/Sanitary - Manhole Crozier Street From: Spruyt Avenue To: Fife Road Manhole - Crozier Street 1200 Manhole Cover Storm Runoff 1969 100 48 52 $626 $319 $307 $10,000 5 5 Average Possible Moderate M 4195 Storm/Sanitary - Manhole Crozier Street From: Spruyt Avenue To: Fife Road Manhole - Crozier Street 1200 Manhole Cover Storm Runoff 1969 100 48 52 $626 $319 $307 $10,000 5 5 Average Possible Moderate M 4196 Storm/Sanitary - Manhole Crozier Street From: Baker Court To: Spruyt Avenue Manhole - Crozier Street 1200 Manhole Cover Storm Runoff 1969 100 48 52 $626 $319 $307 $10,000 5 5 Average Possible Moderate M 4197 Storm/Sanitary - Manhole Crozier Street From: Baker Court To: Spruyt Avenue Manhole - Crozier Street 1200 Manhole Cover Storm Runoff 1969 100 48 52 $626 $319 $307 $10,000 5 5 Average Possible Moderate M 4198 Storm/Sanitary - Manhole Crozier Street From: Webb Street To: Baker Court Manhole - Crozier Street 1200 Manhole Cover Storm Runoff 1969 100 48 52 $626 $319 $307 $10,000 5 5 Average Possible Moderate M 4199 Storm/Sanitary - Manhole Crozier Street From: Webb Street To: Baker Court Manhole - Crozier Street 1200 Manhole Cover Storm Runoff 1969 100 48 52 $626 $319 $307 $10,000 5 5 Average Possible Moderate M 4200 Storm/Sanitary - Manhole Crozier Street From: Webb Street To: Baker Court Manhole - Crozier Street 1200 Manhole Cover Storm Runoff 1969 100 48 52 $626 $319 $307 $10,000 5 5 Average Possible Moderate M 4425 Storm/Sanitary - Manhole Emma Street Inland STORM MANHOLE #1 1800 Manhole Cover Storm 2014 100 93 7 $7,505 $450 $7,055 $15,000 9 9 Very Good Rare Moderate L 4426 Storm/Sanitary - Manhole Emma Street Inland STORM MANHOLE #2 1800 Manhole Cover Storm 2014 100 93 7 $7,917 $475 $7,442 $15,000 9 9 Very Good Rare Moderate L 4427 Storm/Sanitary - Manhole Emma Street From: Amaranth Street To: Douglas Street STORM MANHOLE #3 2400 Manhole Cover Storm 2014 100 93 7 $14,348 $861 $13,487 $20,000 9 9 Very Good Rare Moderate L 4428 Storm/Sanitary - Manhole Emma Street From: Mill Street To: Amaranth Street STORM MANHOLE #4 2400 Manhole Cover Storm 2014 100 93 7 $14,348 $861 $13,487 $20,000 9 9 Very Good Rare Moderate L 4429 Storm/Sanitary - Manhole Emma Street From: Mill Street To: Amaranth Street STORM MANHOLE #5 1200 Manhole Cover Storm 2014 100 93 7 $4,861 $292 $4,569 $10,000 9 9 Very Good Rare Moderate L 4430 Storm/Sanitary - Manhole Amaranth Street From: Emma Street To: Main Street STORM MANHOLE #6 1800 Manhole Cover Storm 2014 100 93 7 $9,440 $566 $8,874 $15,000 9 9 Very Good Rare Moderate L 4619 Storm/Sanitary - Manhole Crozier Street Storm Manhole - Crozier Street 1200 Manhole Cover Storm 1969 100 48 52 $575 $293 $282 $10,000 5 5 Average Possible Moderate M 4620 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor at south of Storm Pond on East 2400 Manhole Cover Storm 2013 100 92 8 $14,000 $149 $13,851 $20,000 9 9 Very Good Rare Moderate L 4621 Storm/Sanitary - Manhole William Street Storm Manhole - William Street at Lesson 2400 Manhole Cover Storm 2013 100 92 8 $14,000 $149 $13,851 $20,000 9 9 Very Good Rare Moderate L 4623 Storm/Sanitary - Manhole William Street Storm Manhole - William Street between Lesson and Emma 2400 Manhole Cover Storm 2013 100 92 8 $14,000 $149 $13,851 $20,000 9 9 Very Good Rare Moderate L 4624 Storm/Sanitary - Manhole William Street Storm Manhole - William Street at Emma 2400 Manhole Cover Storm 2013 100 92 8 $14,000 $149 $13,851 $20,000 9 9 Very Good Rare Moderate L 4625 Storm/Sanitary - Manhole William Street Storm Manhole - William Street at Water Street 3900 x 2400 Manhole Cover Storm 2013 100 92 8 $18,000 $191 $17,809 $30,000 9 9 Very Good Rare Moderate L 4632 Storm/Sanitary - Manhole Mill Street Storm Manhole - Mill Street 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4633 Storm/Sanitary - Manhole Mill Street Sanitary Manhole - Mill Street 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $343 $4,557 $10,000 9 9 Very Good Rare Moderate L 4634 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4635 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4636 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4637 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4638 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4639 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4640 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4641 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4642 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4643 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4663 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1500 Manhole Cover Storm 2013 100 92 8 $7,800 $83 $7,717 $15,000 9 9 Very Good Rare Moderate L 4664 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1500 Manhole Cover Storm 2013 100 92 8 $7,800 $83 $7,717 $15,000 9 9 Very Good Rare Moderate L 4665 Storm/Sanitary - Manhole Taylor Drive Storm Manhole with flow splitter and 200mm concrete weir - Taylor Drive 1500 Manhole Cover Storm 2013 100 92 8 $7,800 $83 $7,717 $15,000 9 9 Very Good Rare Moderate L 4666 Storm/Sanitary - Manhole Melody Lane Storm Manhole - Melody Lane 1800 Manhole Cover Storm 2013 100 92 8 $7,800 $83 $7,717 $15,000 9 9 Very Good Rare Moderate L 4667 Storm/Sanitary - Manhole Melody Lane Storm Manhole - Melody Lane 1500 Manhole Cover Storm 2013 100 92 8 $7,800 $83 $7,717 $15,000 9 9 Very Good Rare Moderate L 4668 Storm/Sanitary - Manhole Melody Lane Storm Manhole - Melody Lane 1500 Manhole Cover Storm 2013 100 92 8 $7,800 $83 $7,717 $15,000 9 9 Very Good Rare Moderate L 4669 Storm/Sanitary - Manhole Melody Lane Storm Manhole - Melody Lane 1500 Manhole Cover Storm 2013 100 92 8 $7,800 $83 $7,717 $15,000 9 9 Very Good Rare Moderate L 4670 Storm/Sanitary - Manhole Water Street Storm Manhole - Water Street 1500 Manhole Cover Storm 1992 100 71 29 $3,800 $1,064 $2,736 $15,000 7 7 Good Unlikely Moderate M 4671 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive between Mill and William 2400 Manhole Cover Storm 2013 100 92 8 $14,000 $149 $13,851 $20,000 9 9 Very Good Rare Moderate L 4672 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor at south of the Storm Pond 2400 Manhole Cover Storm 2013 100 92 8 $14,000 $149 $13,851 $20,000 9 9 Very Good Rare Moderate L Grand Valley Storm/Sanitary Manhole Inventory Fixed Asset # Subtype Road Name Asset Name Access diameter (mm) Access Type Water Type Install Year Useful Life Remaining Useful Life Age Historic Cost 2020 Accumulated Amortization System 2020 Net Book Value System Replacement Cost Condition Based On Useful Life Assessed Condition Condition Used for Analysis Asset Condition (As per Priority Rating) Probability of Failure (Based on Condition or Expected Condition) Consequence of Failure Risk of Failure $1,090,000 83.7 16 $ 712,149 $ 29,147 $ 683,002 $ 1,630,000 8.2 4676 Storm/Sanitary - Manhole Water Street Storm Manhole - Water Street 1500 Manhole Cover Storm 1992 100 71 29 $3,800 $1,064 $2,736 $15,000 7 7 Good Unlikely Moderate M 4678 Storm/Sanitary - Manhole Monty Avenue Storm Manhole - Monty Avenue 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4679 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive south of Amaranth (east side) 2400 Manhole Cover Storm 2013 100 92 8 $14,000 $149 $13,851 $20,000 9 9 Very Good Rare Moderate L 4680 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive north of Mill 2400 Manhole Cover Storm 2013 100 92 8 $14,000 $149 $13,851 $20,000 9 9 Very Good Rare Moderate L 4681 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive at Mill 2400 Manhole Cover Storm 2013 100 92 8 $14,000 $149 $13,851 $20,000 9 9 Very Good Rare Moderate L 4682 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive south of Amaranth 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4683 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4684 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4685 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4686 Storm/Sanitary - Manhole Mill Street Storm Manhole - Mill Street 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4690 Storm/Sanitary - Manhole Emma Street Storm Manhole - Emma Street 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 4692 Storm/Sanitary - Manhole Fife Road Storm Manhole - Fife Road 1200 Manhole Cover Storm 1969 100 48 52 $575 $293 $282 $10,000 5 5 Average Possible Moderate M 4693 Storm/Sanitary - Manhole Joyce Court Storm Manhole - Joyce Court 1200 Manhole Cover Storm 1969 100 48 52 $575 $293 $282 $10,000 5 5 Average Possible Moderate M 4694 Storm/Sanitary - Manhole William Street - North Backyard Storm Manhole - William Street - North Backyard 1200 Manhole Cover Storm 2013 100 92 8 $4,900 $52 $4,848 $10,000 9 9 Very Good Rare Moderate L 5240 Storm/Sanitary - Manhole Rear Lot - 26 Mount Haven Cresent Storm Runoff Manhole - Rear Lot - 26 Mount Haven Cresent 2400 Manhole Cover Storm 1995 100 74 26 $14,000 $3,500 $10,500 $20,000 7 7 Good Unlikely Moderate M 5241 Storm/Sanitary - Manhole Rear Lot - 24 Mount Haven Cresent Storm Runoff Manhole - Rear Lot - 24 Mount Haven Cresent 1500 Manhole Cover Storm 1995 100 74 26 $4,000 $1,000 $3,000 $15,000 7 7 Good Unlikely Moderate M 5335 Storm/Sanitary - Manhole Wastewater Treatment Plant - Industrial Road Storm Runoff Manhole - Wastewater Treatment Plant - Industrial Road 1500 Manhole Cover Storm 2013 100 92 8 $7,800 $546 $7,254 $15,000 9 9 Very Good Rare Moderate L 5337 Storm/Sanitary - Manhole Rear Lot, East of Crozier Street Storm Runoff Manhole - Rear Lot, East of Crozier Street 1200 Manhole Cover Storm 1969 100 48 52 $575 $293 $282 $10,000 5 5 Average Possible Moderate M 7300 Storm/Sanitary - Manhole Beam Street Storm Manhole - Beam Street Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7301 Storm/Sanitary - Manhole Beam Street Storm Manhole - Beam Street Manhole Cover Storm 2015 100 94 6 $6,500 $0 $6,500 $15,000 9 9 Very Good Rare Moderate L 7302 Storm/Sanitary - Manhole Beam Street Storm Manhole - Beam Street Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7303 Storm/Sanitary - Manhole Beam Street Storm Manhole - Beam Street Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7304 Storm/Sanitary - Manhole Beam Street Storm Manhole - Beam Street Manhole Cover Storm 2015 100 94 6 $6,500 $0 $6,500 $15,000 9 9 Very Good Rare Moderate L 7305 Storm/Sanitary - Manhole Beam Street Storm Manhole - Beam Street Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7306 Storm/Sanitary - Manhole Beam Street Storm Manhole - Beam Street Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7307 Storm/Sanitary - Manhole Hillborn Street Storm Manhole - Hillborn Street Manhole Cover Storm 2015 100 94 6 $6,500 $0 $6,500 $15,000 9 9 Very Good Rare Moderate L 7308 Storm/Sanitary - Manhole Hillborn Street Storm Manhole - Hillborn Street Manhole Cover Storm 2015 100 94 6 $6,500 $0 $6,500 $15,000 9 9 Very Good Rare Moderate L 7309 Storm/Sanitary - Manhole Hillborn Street Storm Manhole - Hillborn Street Manhole Cover Storm 2015 100 94 6 $8,000 $0 $8,000 $15,000 9 9 Very Good Rare Moderate L 7310 Storm/Sanitary - Manhole Hillborn Street Storm Manhole - Hillborn Street Manhole Cover Storm 2015 100 94 6 $15,000 $0 $15,000 $20,000 9 9 Very Good Rare Moderate L 7311 Storm/Sanitary - Manhole Mayberry Drive Storm Manhole - Mayberry Drive Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7312 Storm/Sanitary - Manhole Mayberry Drive Storm Manhole - Mayberry Drive Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7313 Storm/Sanitary - Manhole Mayberry Drive Storm Manhole - Mayberry Drive Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7314 Storm/Sanitary - Manhole Mayberry Drive Storm Manhole - Mayberry Drive Manhole Cover Storm 2015 100 94 6 $8,000 $0 $8,000 $15,000 9 9 Very Good Rare Moderate L 7315 Storm/Sanitary - Manhole MacIntyre Lane Storm Manhole - MacIntyre Lane Manhole Cover Storm 2015 100 94 6 $22,000 $0 $22,000 $30,000 9 9 Very Good Rare Moderate L 7316 Storm/Sanitary - Manhole Mayberry Drive Storm Manhole - Mayberry Drive Manhole Cover Storm 2015 100 94 6 $22,000 $0 $22,000 $30,000 9 9 Very Good Rare Moderate L 7317 Storm/Sanitary - Manhole Mayberry Drive Storm Manhole - Mayberry Drive Manhole Cover Storm 2015 100 94 6 $8,000 $0 $8,000 $15,000 9 9 Very Good Rare Moderate L 7318 Storm/Sanitary - Manhole MacIntyre Lane Storm Manhole - MacIntyre Lane Manhole Cover Storm 2015 100 94 6 $6,500 $0 $6,500 $15,000 9 9 Very Good Rare Moderate L 7319 Storm/Sanitary - Manhole MacIntyre Lane Storm Manhole - MacIntyre Lane Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7320 Storm/Sanitary - Manhole Mayberry Drive Storm Manhole - Mayberry Drive Manhole Cover Storm 2015 100 94 6 $15,000 $0 $15,000 $20,000 9 9 Very Good Rare Moderate L 7321 Storm/Sanitary - Manhole Ritchie Drive Storm Manhole - Ritchie Drive Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7322 Storm/Sanitary - Manhole Ritchie Drive Storm Manhole - Ritchie Drive Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7323 Storm/Sanitary - Manhole Ritchie Drive Storm Manhole - Ritchie Drive Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7324 Storm/Sanitary - Manhole Ritchie Drive Storm Manhole - Ritchie Drive Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7325 Storm/Sanitary - Manhole Ritchie Drive Storm Manhole - Ritchie Drive Manhole Cover Storm 2015 100 94 6 $19,750 $0 $19,750 $30,000 9 9 Very Good Rare Moderate L 7326 Storm/Sanitary - Manhole Ritchie Drive Storm Manhole - Ritchie Drive Manhole Cover Storm 2015 100 94 6 $6,150 $0 $6,150 $15,000 9 9 Very Good Rare Moderate L 7327 Storm/Sanitary - Manhole Ritchie Drive Storm Manhole - Ritchie Drive Manhole Cover Storm 2015 100 94 6 $8,000 $0 $8,000 $15,000 9 9 Very Good Rare Moderate L 7328 Storm/Sanitary - Manhole Stuckey Lane Storm Manhole - Stuckey Lane Manhole Cover Storm 2015 100 94 6 $15,000 $0 $15,000 $20,000 9 9 Very Good Rare Moderate L 7329 Storm/Sanitary - Manhole Hunt Street Storm Manhole - Hunt Street Manhole Cover Storm 2015 100 94 6 $15,000 $0 $15,000 $20,000 9 9 Very Good Rare Moderate L 7330 Storm/Sanitary - Manhole Jenkins Street Storm Manhole - Jenkins Street Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7331 Storm/Sanitary - Manhole Hunt Street Storm Manhole - Hunt Street Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7332 Storm/Sanitary - Manhole Hunt Street Storm Manhole - Hunt Street Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7333 Storm/Sanitary - Manhole Stuckey Lane Storm Manhole - Stuckey Lane Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7334 Storm/Sanitary - Manhole Stuckey Lane Storm Manhole - Stuckey Lane Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7335 Storm/Sanitary - Manhole Stuckey Lane Storm Manhole - Stuckey Lane Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7336 Storm/Sanitary - Manhole Stuckey Lane Storm Manhole - Stuckey Lane Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7337 Storm/Sanitary - Manhole Stuckey Lane Storm Manhole - Stuckey Lane Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L 7338 Storm/Sanitary - Manhole MacIntyre Lane Storm Manhole - MacIntyre Lane Manhole Cover Storm 2015 100 94 6 $3,900 $0 $3,900 $10,000 9 9 Very Good Rare Moderate L Grand Valley Storm/Sanitary Manhole Inventory Current Leveles of Service Expected Levels of Service Replacement/Improvement Year Based on Current Levels Service Replacement/Improvement Year Based on Expected Levels Service Fixed Asset # Subtype Road Name Asset Name Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Rehabiliation Year Rehabiliation Cost (2021) Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life 1.3 $ - 3576 Storm/Sanitary - Manhole Main Street From: River Street To: George Street Storm Manhole - Main Street 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4174 Storm/Sanitary - Manhole Melody Lane From: Water Street To: Leeson Street Storm Manhole - Melody Lane 2 2082 10 2092 2092 2192 71 0 2092 2092 2192 71 4175 Storm/Sanitary - Manhole Melody Lane From: Water Street To: Leeson Street Storm Manhole - Melody Lane 2 2082 10 2092 2092 2192 71 0 2092 2092 2192 71 4176 Storm/Sanitary - Manhole Melody Lane From: Leeson Street To: End Storm Manhole - Melody Lane 2 2082 10 2092 2092 2192 71 0 2092 2092 2192 71 4177 Storm/Sanitary - Manhole Leeson Street From: Melody Lane To: 175 M S. Of Mill Street Storm Manhole - Leeson Street 2 2082 10 2092 2092 2192 71 0 2092 2092 2192 71 4178 Storm/Sanitary - Manhole Leeson Street From: Melody Lane To: 175 M S. Of Mill Street Storm Manhole - Leeson Street 2 2082 10 2092 2092 2192 71 0 2092 2092 2192 71 4179 Storm/Sanitary - Manhole Monty Avenue From: Leeson Street To: End of 1992 development Storm Manhole - Monty Avenue 2 2082 10 2092 2092 2192 71 0 2092 2092 2192 71 4180 Storm/Sanitary - Manhole Leeson Street From: Melody Lane To: 175 M S. Of Mill Street Storm Manhole - Leeson Street 2 2082 10 2092 2092 2192 71 0 2092 2092 2192 71 4181 Storm/Sanitary - Manhole Leeson Street From: Melody Lane To: 175 M S. Of Mill Street Storm Manhole - Leeson Street 2 2082 10 2092 2092 2192 71 0 2092 2092 2192 71 4182 Storm/Sanitary - Manhole Leeson Street From: Melody Lane To: 175 M S. Of Mill Street Storm Manhole - Leeson Street 2 2082 10 2092 2092 2192 71 0 2092 2092 2192 71 4183 Storm/Sanitary - Manhole Leeson Street From: Melody Lane To: 175 M S. Of Mill Street Storm Manhole - Leeson Street 2 2082 10 2092 2092 2192 71 0 2092 2092 2192 71 4184 Storm/Sanitary - Manhole Leeson Street From: Melody Lane To: 175 M S. Of Mill Street Storm Manhole - Leeson Street 2 2082 10 2092 2092 2192 71 0 2092 2092 2192 71 4185 Storm/Sanitary - Manhole Leeson Street From: Melody Lane To: 175 M S. Of Mill Street Storm Manhole - Leeson Street 2 2082 10 2092 2092 2192 71 0 2092 2092 2192 71 4186 Storm/Sanitary - Manhole Emma Street From: Mill Street To: Amaranth Street Manhole - Emma Street 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4187 Storm/Sanitary - Manhole Mill Street From: Emma Street To: Main Street Manhole - Mill Street 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4188 Storm/Sanitary - Manhole Amaranth Street From: Main Street To: King Street Manhole - Amaranth Street 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4189 Storm/Sanitary - Manhole Main Street From: Amaranth Street To: Webb Street Manhole - Main Street 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4190 Storm/Sanitary - Manhole Fife Road From: Main Street To: Joyce Court Manhole - Fife Road 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4191 Storm/Sanitary - Manhole Fife Road From: Main Street To: Joyce Court Manhole - Fife Road 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4192 Storm/Sanitary - Manhole Fife Road From: Joyce Court To: Crozier Street Manhole - Fife Road 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4193 Storm/Sanitary - Manhole Fife Road From: Mary Court To: End (cul-de-sac) Manhole - Fife Road 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4194 Storm/Sanitary - Manhole Crozier Street From: Spruyt Avenue To: Fife Road Manhole - Crozier Street 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4195 Storm/Sanitary - Manhole Crozier Street From: Spruyt Avenue To: Fife Road Manhole - Crozier Street 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4196 Storm/Sanitary - Manhole Crozier Street From: Baker Court To: Spruyt Avenue Manhole - Crozier Street 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4197 Storm/Sanitary - Manhole Crozier Street From: Baker Court To: Spruyt Avenue Manhole - Crozier Street 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4198 Storm/Sanitary - Manhole Crozier Street From: Webb Street To: Baker Court Manhole - Crozier Street 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4199 Storm/Sanitary - Manhole Crozier Street From: Webb Street To: Baker Court Manhole - Crozier Street 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4200 Storm/Sanitary - Manhole Crozier Street From: Webb Street To: Baker Court Manhole - Crozier Street 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4425 Storm/Sanitary - Manhole Emma Street Inland STORM MANHOLE #1 1 2104 10 2114 2114 2214 93 0 2114 2114 2214 93 4426 Storm/Sanitary - Manhole Emma Street Inland STORM MANHOLE #2 1 2104 10 2114 2114 2214 93 0 2114 2114 2214 93 4427 Storm/Sanitary - Manhole Emma Street From: Amaranth Street To: Douglas Street STORM MANHOLE #3 1 2104 10 2114 2114 2214 93 0 2114 2114 2214 93 4428 Storm/Sanitary - Manhole Emma Street From: Mill Street To: Amaranth Street STORM MANHOLE #4 1 2104 10 2114 2114 2214 93 0 2114 2114 2214 93 4429 Storm/Sanitary - Manhole Emma Street From: Mill Street To: Amaranth Street STORM MANHOLE #5 1 2104 10 2114 2114 2214 93 0 2114 2114 2214 93 4430 Storm/Sanitary - Manhole Amaranth Street From: Emma Street To: Main Street STORM MANHOLE #6 1 2104 10 2114 2114 2214 93 0 2114 2114 2214 93 4619 Storm/Sanitary - Manhole Crozier Street Storm Manhole - Crozier Street 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4620 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor at south of Storm Pond on East 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4621 Storm/Sanitary - Manhole William Street Storm Manhole - William Street at Lesson 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4623 Storm/Sanitary - Manhole William Street Storm Manhole - William Street between Lesson and Emma 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4624 Storm/Sanitary - Manhole William Street Storm Manhole - William Street at Emma 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4625 Storm/Sanitary - Manhole William Street Storm Manhole - William Street at Water Street 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4632 Storm/Sanitary - Manhole Mill Street Storm Manhole - Mill Street 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4633 Storm/Sanitary - Manhole Mill Street Sanitary Manhole - Mill Street 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4634 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4635 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4636 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4637 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4638 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4639 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4640 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4641 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4642 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4643 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4663 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4664 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4665 Storm/Sanitary - Manhole Taylor Drive Storm Manhole with flow splitter and 200mm concrete weir - Taylor Drive 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4666 Storm/Sanitary - Manhole Melody Lane Storm Manhole - Melody Lane 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4667 Storm/Sanitary - Manhole Melody Lane Storm Manhole - Melody Lane 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4668 Storm/Sanitary - Manhole Melody Lane Storm Manhole - Melody Lane 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4669 Storm/Sanitary - Manhole Melody Lane Storm Manhole - Melody Lane 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4670 Storm/Sanitary - Manhole Water Street Storm Manhole - Water Street 2 2082 10 2092 2092 2192 71 0 2092 2092 2192 71 4671 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive between Mill and William 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4672 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor at south of the Storm Pond 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 Grand Valley Storm/Sanitary Manhole Inventory Current Leveles of Service Expected Levels of Service Replacement/Improvement Year Based on Current Levels Service Replacement/Improvement Year Based on Expected Levels Service Fixed Asset # Subtype Road Name Asset Name Numerical Value of Risk of Failure Year Replacement due to minimmal maintenance practices Current Levels of Service % benefit Revised Levels Service Replacement Year Year Replacement Applying Risk Score Subsequent Replacement Year Revised Remaining Useful Life Rehabiliation Year Rehabiliation Cost (2021) Extended Life (Years) due to Betterment Expected Levels of Service % benefit over Current Revised Levels Service Replacement Year Year Replacement Applying Risk Score - or Staff Override Subsequent Replacement Year Revised Remaining Useful Life 1.3 $ - 4676 Storm/Sanitary - Manhole Water Street Storm Manhole - Water Street 2 2082 10 2092 2092 2192 71 0 2092 2092 2192 71 4678 Storm/Sanitary - Manhole Monty Avenue Storm Manhole - Monty Avenue 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4679 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive south of Amaranth (east side) 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4680 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive north of Mill 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4681 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive at Mill 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4682 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive south of Amaranth 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4683 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4684 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4685 Storm/Sanitary - Manhole Taylor Drive Storm Manhole - Taylor Drive 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4686 Storm/Sanitary - Manhole Mill Street Storm Manhole - Mill Street 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4690 Storm/Sanitary - Manhole Emma Street Storm Manhole - Emma Street 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 4692 Storm/Sanitary - Manhole Fife Road Storm Manhole - Fife Road 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4693 Storm/Sanitary - Manhole Joyce Court Storm Manhole - Joyce Court 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 4694 Storm/Sanitary - Manhole William Street - North Backyard Storm Manhole - William Street - North Backyard 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5240 Storm/Sanitary - Manhole Rear Lot - 26 Mount Haven Cresent Storm Runoff Manhole - Rear Lot - 26 Mount Haven Cresent 2 2085 10 2095 2095 2195 74 0 2095 2095 2195 74 5241 Storm/Sanitary - Manhole Rear Lot - 24 Mount Haven Cresent Storm Runoff Manhole - Rear Lot - 24 Mount Haven Cresent 2 2085 10 2095 2095 2195 74 0 2095 2095 2195 74 5335 Storm/Sanitary - Manhole Wastewater Treatment Plant - Industrial Road Storm Runoff Manhole - Wastewater Treatment Plant - Industrial Road 1 2103 10 2113 2113 2213 92 0 2113 2113 2213 92 5337 Storm/Sanitary - Manhole Rear Lot, East of Crozier Street Storm Runoff Manhole - Rear Lot, East of Crozier Street 2 2059 10 2069 2069 2169 48 0 2069 2069 2169 48 7300 Storm/Sanitary - Manhole Beam Street Storm Manhole - Beam Street 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7301 Storm/Sanitary - Manhole Beam Street Storm Manhole - Beam Street 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7302 Storm/Sanitary - Manhole Beam Street Storm Manhole - Beam Street 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7303 Storm/Sanitary - Manhole Beam Street Storm Manhole - Beam Street 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7304 Storm/Sanitary - Manhole Beam Street Storm Manhole - Beam Street 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7305 Storm/Sanitary - Manhole Beam Street Storm Manhole - Beam Street 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7306 Storm/Sanitary - Manhole Beam Street Storm Manhole - Beam Street 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7307 Storm/Sanitary - Manhole Hillborn Street Storm Manhole - Hillborn Street 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7308 Storm/Sanitary - Manhole Hillborn Street Storm Manhole - Hillborn Street 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7309 Storm/Sanitary - Manhole Hillborn Street Storm Manhole - Hillborn Street 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7310 Storm/Sanitary - Manhole Hillborn Street Storm Manhole - Hillborn Street 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7311 Storm/Sanitary - Manhole Mayberry Drive Storm Manhole - Mayberry Drive 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7312 Storm/Sanitary - Manhole Mayberry Drive Storm Manhole - Mayberry Drive 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7313 Storm/Sanitary - Manhole Mayberry Drive Storm Manhole - Mayberry Drive 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7314 Storm/Sanitary - Manhole Mayberry Drive Storm Manhole - Mayberry Drive 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7315 Storm/Sanitary - Manhole MacIntyre Lane Storm Manhole - MacIntyre Lane 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7316 Storm/Sanitary - Manhole Mayberry Drive Storm Manhole - Mayberry Drive 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7317 Storm/Sanitary - Manhole Mayberry Drive Storm Manhole - Mayberry Drive 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7318 Storm/Sanitary - Manhole MacIntyre Lane Storm Manhole - MacIntyre Lane 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7319 Storm/Sanitary - Manhole MacIntyre Lane Storm Manhole - MacIntyre Lane 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7320 Storm/Sanitary - Manhole Mayberry Drive Storm Manhole - Mayberry Drive 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7321 Storm/Sanitary - Manhole Ritchie Drive Storm Manhole - Ritchie Drive 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7322 Storm/Sanitary - Manhole Ritchie Drive Storm Manhole - Ritchie Drive 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7323 Storm/Sanitary - Manhole Ritchie Drive Storm Manhole - Ritchie Drive 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7324 Storm/Sanitary - Manhole Ritchie Drive Storm Manhole - Ritchie Drive 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7325 Storm/Sanitary - Manhole Ritchie Drive Storm Manhole - Ritchie Drive 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7326 Storm/Sanitary - Manhole Ritchie Drive Storm Manhole - Ritchie Drive 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7327 Storm/Sanitary - Manhole Ritchie Drive Storm Manhole - Ritchie Drive 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7328 Storm/Sanitary - Manhole Stuckey Lane Storm Manhole - Stuckey Lane 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7329 Storm/Sanitary - Manhole Hunt Street Storm Manhole - Hunt Street 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7330 Storm/Sanitary - Manhole Jenkins Street Storm Manhole - Jenkins Street 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7331 Storm/Sanitary - Manhole Hunt Street Storm Manhole - Hunt Street 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7332 Storm/Sanitary - Manhole Hunt Street Storm Manhole - Hunt Street 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7333 Storm/Sanitary - Manhole Stuckey Lane Storm Manhole - Stuckey Lane 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7334 Storm/Sanitary - Manhole Stuckey Lane Storm Manhole - Stuckey Lane 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7335 Storm/Sanitary - Manhole Stuckey Lane Storm Manhole - Stuckey Lane 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7336 Storm/Sanitary - Manhole Stuckey Lane Storm Manhole - Stuckey Lane 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7337 Storm/Sanitary - Manhole Stuckey Lane Storm Manhole - Stuckey Lane 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 7338 Storm/Sanitary - Manhole MacIntyre Lane Storm Manhole - MacIntyre Lane 1 2105 10 2115 2115 2215 94 0 2115 2115 2215 94 Appendix B Appe Draft Data Verification and ndix Condition Assessment Policy B Appendix B: Draft Data Verification and Condition Assessment Policy Data Verification 1. The main source of asset data updating, and editing will be through the Town of Grand Valley's asset inventory that aligns with PSAB 3150 compliance procedures and/or annual reporting process. 2. Asset additions, disposals, betterments, and write-offs will be recorded based on the Town's PSAB 3150 Compliance Policies and/or general updates to the Asset Management Spreadsheets. 3. Verification of the correct treatment of asset revisions will be completed through frequent annual reviews by the Town's staff, as well as an annual review by the Town's auditor. 4. During years which condition assessments are not being performed, asset replacement cost will be determined based on a combination of inflating previous values or through the use of the current year's historical invoice data. Where indices are being used, the Non-Residential Building Construction Price Index (NRBCP) shall be used for construction related assets (i.e., infrastructure) and Consumer Price Index (CPI) shall be used for all other assets (i.e., furniture, interior finishes, appliances, etc.) Condition Assessment 1. Condition assessments shall be performed as outlined in Table B.1 below. 2. Condition assessments shall be performed by qualified individuals (or companies) and shall include a review of the following: a) Current asset condition (consistent with the rating format used within this report, unless the Town stipulates a new format, or regulatory body required format); 1) Identify any unusual wear from asset use that may hinder asset performance and eventually reduce useful life. 2) Assess asset performance and identify (if any) capital improvements that can be applied to extend the asset's useful life and/or bring the asset back to appropriate service levels. b) Current asset replacement cost. This is to be based on replacing the asset under current legislation/requirements using the Township's specification; and c) Remaining service life, assuming current identified maintenance and usage levels. Table B.1: Condition Assessment Timetable Asset Type Frequency of Condition Assessment Comments Bridges Every two years As per Provincial Regulation using OSIM Inspection format Equipment (Office, Other) As identified by Staff, so Equipment is safe and in good working order Facilities Every ten - fifteen years Complete detailed assessment every ten years but annual staff and specialized inspection/cleaning of some components (e.g., HVAC, Fans, Pumps, etc.) Land Improvements (Playing Surfaces, Parking Lots, Parks, Landscaping) Annually Staff assessment annually Roads Every five - ten years Complete Roads Needs study every five years but internal staff review annually Road Signs As per Regulation 239 Minimum Maintenance Standards Sidewalks As per Regulation 239 Minimum Maintenance Standards Software & Hardware As identified by Staff, so software and hardware operating well Storm Water Mains Every fifteen years CCTV scans and review of Storm Water system Storm Water (Catch Basins, Manholes, Stormceptors) Annually To be assessed while doing a clean out Vehicles As per Manufacturer's Warranty and Maintenance Program Generators Every season Minimum four times per year Appendix B Draft Data and Condition Policy 22/07/2022 5:42 PM Appendix C 10 Year Detailed Asset Management Strategy & Financing Strategy Appendix C Town of Grand Valley 2022 Asset Management Plan Financing Strategy Table of Contents: Section 1: Capital Forecast and Funding Analysis Section 2: Future Debt Section 3: Reserve Schedules Section 4: Budget Impacts & Funding Gap Section 1: Capital Forecast and Funding Analysis Asset Class 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Total Capital Replacement Road Surface - Asphalt 77,200 78,744 80,319 81,925 83,564 85,235 86,940 95,977 90,452 155,580 915,936 Road Surface - Gravel 140,000 142,800 145,656 148,569 151,541 154,571 157,663 160,816 164,032 167,313 1,532,961 Road Base - - - - - - - - - - - Bridge & Culverts 7,500 1,419,330 7,803 1,893,195 8,118 - 8,446 - 8,787 - 3,353,179 Cross Road Culverts 17,960 10,200 10,404 10,612 10,824 11,041 11,262 11,487 11,717 11,951 117,458 Storm Mains & Foundation Collection Drains 5,000 5,100 42,781 5,306 5,412 5,520 5,631 5,743 5,858 5,975 92,326 Catch Basin - - 12,485 - - - - - - - 12,485 Storm Manhole - - - - - - - - - - - Storm Pond - - - - - - - - - - - Discharge Point 7,500 - - - - - - - - - 7,500 Underground Enclosures - - - - - - - - - - - Subtotal - Capital Replacement 255,160 1,656,174 299,448 2,139,607 259,459 256,367 269,942 274,023 280,846 340,819 6,031,845 Capital Rehabilitation Road Surface - Asphalt 237,037 139,778 396,941 46,091 18,047 97,786 19,798 209,513 247,095 10,039 1,422,125 Road Surface - Gravel - - - - - - - - - - - Road Base - - 209,571 - - - - - - - 209,571 Bridge & Culverts 35,000 61,200 64,505 460,564 225,687 415,686 595,740 - 316,348 - 2,174,730 Cross Road Culverts - - - - - - - - - - - Storm Mains & Foundation Collection Drains - - - - - - - - - - - Catch Basin - - - - - - - - - - - Storm Manhole - - - - - - - - - - - Storm Pond - - - - - - - - - - - Discharge Point - 1,020 - - - - - - - - 1,020 Underground Enclosures - - - - - - - - - - - Subtotal - Capital Rehabilitation 272,037 201,998 671,017 506,655 243,734 513,472 615,538 209,513 563,443 10,039 3,807,446 Levels of Service Costs Road Surface - Asphalt 60,000 61,200 62,424 63,672 64,946 66,245 67,570 68,921 70,300 71,706 656,984 Road Surface - Gravel 60,000 61,200 62,424 63,672 64,946 66,245 67,570 68,921 70,300 71,706 656,984 Road Base 50,000 51,000 52,020 53,060 54,122 55,204 56,308 57,434 58,583 59,755 547,486 Bridge & Culverts 53,000 54,060 55,141 56,244 57,369 58,516 59,687 60,880 62,098 63,340 580,335 Cross Road Culverts - - - - - - - - - - - Storm Mains & Foundation Collection Drains 15,000 15,300 15,606 15,918 16,236 16,561 16,892 17,230 17,575 17,926 164,244 Catch Basin 30,000 30,600 31,212 31,836 32,473 33,122 33,785 34,461 35,150 35,853 328,492 Storm Manhole - - - - - - - - - - - Storm Pond - - - - - - - - - - - Discharge Point - - - - - - - - - - - Underground Enclosures - - - - - - - - - - - Subtotal - Levels of Service 268,000 273,360 278,827 284,402 290,092 295,893 301,812 307,847 314,006 320,286 2,934,525 Page 1 of 5 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Total Totals by Asset Class (Replacement, Rehabilitation and Levels of Service) Road Surface - Asphalt 374,237 279,722 539,684 191,688 166,557 249,266 174,308 374,411 407,847 237,325 2,995,045 Road Surface - Gravel 200,000 204,000 208,080 212,241 216,487 220,816 225,233 229,737 234,332 239,019 2,189,945 Road Base 50,000 51,000 261,591 53,060 54,122 55,204 56,308 57,434 58,583 59,755 757,057 Bridge & Culverts 95,500 1,534,590 127,449 2,410,003 291,174 474,202 663,873 60,880 387,233 63,340 6,108,244 Cross Road Culverts 17,960 10,200 10,404 10,612 10,824 11,041 11,262 11,487 11,717 11,951 117,458 Storm Mains & Foundation Collection Drains 20,000 20,400 58,387 21,224 21,648 22,081 22,523 22,973 23,433 23,901 256,570 Catch Basin 30,000 30,600 43,697 31,836 32,473 33,122 33,785 34,461 35,150 35,853 340,977 Storm Manhole - - - - - - - - - - - Storm Pond - - - - - - - - - - - Discharge Point 7,500 1,020 - - - - - - - - 8,520 Underground Enclosures - - - - - - - - - - - 795,197 2,131,532 1,249,292 2,930,664 793,285 1,065,732 1,187,292 791,383 1,158,295 671,144 12,773,816 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Total Total Funding by Source Canada Community Building Fund (Gas Tax) 97,826 97,826 97,826 97,826 97,826 97,826 97,826 97,826 97,826 97,826 978,260 OCIF Funding (estimate) 239,926 239,926 239,926 239,926 239,926 239,926 239,926 239,926 239,926 239,926 2,399,260 Transfer from Operations (for Core Infrastructure capital) 400,000 400,000 400,000 400,000 400,000 400,000 400,000 400,000 400,000 400,000 4,000,000 Transfer from/(to) Capital Reserves: Roads & Bridges Reserve (210,555) 870,420 32,710 108,502 (234,567) 32,080 147,720 (254,229) 106,523 (386,908) 211,696 Operating Funding (LOS Impacts) 268,000 273,360 278,830 284,410 290,100 295,900 301,820 307,860 314,020 320,300 2,934,600 Debt Funding (see section 2) - 250,000 200,000 1,800,000 - - - - - - 2,250,000 795,197 2,131,532 1,249,292 2,930,664 793,285 1,065,732 1,187,292 791,383 1,158,295 671,144 12,773,816 - - - - - - - - - - - Funding Analysis Total Asset Class Total Total Cost less Funding Page 2 of 5 Section 2: Future Debt New Annual Payments Year Principal Amount 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2023 - - - - - - - - - - 2024 250,000 20,060 20,060 20,060 20,060 20,060 20,060 20,060 20,060 2025 200,000 16,050 16,050 16,050 16,050 16,050 16,050 16,050 2026 1, 800,000 144,440 144,440 144,440 144,440 144,440 144,440 2027 - - - - - - 2028 - - - - - 2029 - - - - 2030 - - - 2031 - - 2032 - Total 2, 250,000 - - 20,060 36,110 180, 550 180, 550 180, 550 180, 550 180, 550 180, 550 Assumptions: Term: 20 years Rate: 5% per year Timing: Debt is incurred at the end of the given year, with principal & interest payments starting in the following year. Debt Capacity Analysis * Ontario municipalities must maintain annual debt principal and interest payments below the equivalent of 25% of revenues. Debt Analysis 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Existing Annual Debt Payments 232,636 232,636 232,636 232,636 232,636 232,636 232,636 232,636 232,636 232,636 Proposed New Debt Payments - - 20,060 36,110 180,550 180,550 180,550 180,550 180,550 180,550 Total Anticipated Debt Payments 232, 636 232, 636 252, 696 268, 746 413, 186 413, 186 413, 186 413, 186 413, 186 413, 186 Estimated Revenues* 7, 953,631 8, 112,704 8, 274,958 8, 440,457 8, 609,266 8, 781,451 8, 957,080 9, 136,222 9, 318,946 9, 505,325 Maximum Debt Capacity 25.0% 25.0% 25.0% 25.0% 25.0% 25.0% 25.0% 25.0% 25.0% 25.0% % of Debt Capacity Used (Estimated) 2.9% 2.9% 3.1% 3.2% 4.8% 4.7% 4.6% 4.5% 4.4% 4.3% * Annual revenue estimate assumes inflation of 2% annually. $0 $100,000 $200,000 $300,000 $400,000 $500,000 $600,000 $700,000 $800,000 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Summary of Current and Proposed Debt Payments Existing Annual Debt Payments Proposed New Debt Payments 0.0% 5.0% 10.0% 15.0% 20.0% 25.0% 30.0% 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Percent of Annual Repayment Limit Used Maximum Debt Capacity % of Debt Capacity Used (Estimated) Page 3 of 5 Section 3: Reserve Schedules Roads & Bridges Reserve 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Opening Balance 713,273 947,938 126,221 167,298 158,170 518,209 638,221 669,746 1, 130,915 1, 259,581 Add: Contributions from Operating 24,110 48,703 73,788 99,374 125,472 152,092 179,244 206,940 235,189 264,004 Less: Contributions to/(from) Capital 210,555 ( 870,420) (32,710) ( 108,502) 234,567 (32,080) ( 147,720) 254,229 ( 106,523) 386,908 Interest Earned (if applicable) - - - - - - - - - - Ending Balance 947, 938 126, 221 167, 298 158, 170 518, 209 638, 221 669, 746 1,130,915 1,259,581 1,910,493 Section 4: Budget Impacts & Funding Gap Impact Analysis 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Replacement, Rehabilitation & LOS Impacts (Capital) Optimal Investment - Capital 838,000 854,760 871,860 889,300 907,090 925,230 943,730 962,600 981,850 1, 001,490 Optimal Investment - Operating LOS 268,000 273,360 278,830 284,410 290,100 295,900 301,820 307,860 314,020 320,300 Total Optimal Investment 1,106,000 1,128,120 1,150,690 1,173,710 1,197,190 1,221,130 1,245,550 1,270,460 1,295,870 1,321,790 Recommended Investment - Capital Canada Community Building Fund (Gas Tax) 97,826 97,826 97,826 97,826 97,826 97,826 97,826 97,826 97,826 97,826 OCIF Funding (estimate) 239,926 239,926 239,926 239,926 239,926 239,926 239,926 239,926 239,926 239,926 Transfer from Operations (for Core Infrastructure capital) 400,000 400,000 400,000 400,000 400,000 400,000 400,000 400,000 400,000 400,000 Transfer from/(to) Capital Reserves: Roads & Bridges Reserve 24,110 48,703 73,788 99,374 125,472 152,092 179,244 206,940 235,189 264,004 Total Recommended Investment - Capital 761, 862 786, 455 811, 540 837, 126 863, 224 889, 844 916, 996 944, 692 972, 941 1,001,756 % of Optimal Investment (Capital) Reached 91% 92% 93% 94% 95% 96% 97% 98% 99% 100% LOS Impacts - Operating Recommended Investment 268,000 273,360 278,830 284,410 290,100 295,900 301,820 307,860 314,020 320,300 Total Recommended Investment - LOS Operating 268, 000 273, 360 278, 830 284, 410 290, 100 295, 900 301, 820 307, 860 314, 020 320, 300 Total Recommended Investment - Capital & Operating 1,029,862 1,059,815 1,090,370 1,121,536 1,153,324 1,185,744 1,218,816 1,252,552 1,286,961 1,322,056 % of Optimal Investment (Operating & Capital) Reached 93% 94% 95% 96% 96% 97% 98% 99% 99% 100% Funding Gap (76,138) (68,305) (60,320) (52,174) (43,866) (35,386) (26,734) (17,908) (8,909) 266 Page 4 of 5 Investment in Capital 2022 Canada Community Building Fund (Gas Tax) 93,750 OCIF Funding (estimate) 239,926 Transfer from Operating (Core Infrastructure) 400,000 Transfer to Reserves - Total Investment 733,676 Investment in capital "starting point" for the capital forecast. * Transfer from operating assumed to be $400,000 for future planning purposes Impact on Funding 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Total Recommended Investment - Capital 761, 862 786, 455 811, 540 837, 126 863, 224 889, 844 916, 996 944, 692 972, 941 1,001,756 Previous Year's Investment 733, 676 761, 862 786, 455 811, 540 837, 126 863, 224 889, 844 916, 996 944, 692 972, 941 Annual Increase in Capital Investment Grants 4,076 - - - - - - - - - Tax Supported 24,110 24,593 25,085 25,586 26,098 26,620 27,152 27,696 28,249 28,814 Total Change 28,186 24,593 25,085 25,586 26,098 26,620 27,152 27,696 28,249 28,814 Total Recommended Investment - Operating LOS 268,000 273,360 278,830 284,410 290,100 295,900 301,820 307,860 314,020 320,300 Previous Year's Investment 205, 000 268, 000 273, 360 278, 830 284, 410 290, 100 295, 900 301, 820 307, 860 314, 020 Annual Increase/(Decrease) in Capital Investment Tax Supported 63,000 5,360 5,470 5,580 5,690 5,800 5,920 6,040 6,160 6,280 Total Change 63,000 5,360 5,470 5,580 5,690 5,800 5,920 6,040 6,160 6,280 A Total Change - Capital & LOS (excluding Grant Increase) 87,110 29,953 30,555 31,166 31,788 32,420 33,072 33,736 34,409 35,094 B Net Increase (Decrease) in Debt Payments - - 20,060 16,050 144, 440 - - - - - A + B Total Impact on Annual Tax Supported Budget 87,110 29,953 50,615 47,216 176, 228 32,420 33,072 33,736 34,409 35,094 Estimated Taxation Impact (1% in 2023 = $40,865) 2.13% 0.72% 1.19% 1.09% 3.98% 0.72% 0.72% 0.72% 0.72% 0.72% 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Annual Funding Gap 76,138 68,305 60,320 52,174 43,866 35,386 26,734 17,908 8,909 - Recommended Increase in Investment 91,186 121,139 151,694 182,860 214,648 247,068 280,140 313,876 348,285 383,380 2022 Annual Investment 938,676 938,676 938,676 938,676 938,676 938,676 938,676 938,676 938,676 938,676 - 200,000 400,000 600,000 800,000 1,000,000 1,200,000 1,400,000 Annual Asset Investment & Funding Gap 2022 Annual Investment Recommended Increase in Investment Annual Funding Gap Page 5 of 5