MUNICIPALITY OF LAMBTON SHORES WATER & WASTEWATER …€¦ · 1. 2015 to 2016 Capital and Operating Budgets and actual expenditures for the water and wastewater systems. 2. 2017 Capital

MUNICIPALITY OF LAMBTON SHORES

WATER & WASTEWATER SYSTEMS

FINANCIAL PLAN – 2017 TO 2028

FINAL REPORT


WATER & WASTEWATER SYSTEMS

FINANCIAL PLAN – 2017 TO 2028

FINAL REPORT

January 3, 2018 B. M. ROSS AND ASSOCIATES LIMITED

Revised: February 9, 2018 Engineers and Planners

62 North Street

Goderich, ON N7A 2T4

Phone: 519-524-2641

Fax: 519-524-4403

www.bmross.net

File No. 17160

Z:\17160-Lambton_Shores-FP_and_Rate_Study\WP\Report\17160-18Feb09-W&WW Financial Plan Report.docx

TABLE OF CONTENTS

1.0 INTRODUCTION............................................................................................................ 1

1.1 Purpose of Analysis ........................................................................................................... 1

1.2 General Goals..................................................................................................................... 1

1.3 Information Reviewed ....................................................................................................... 2

1.4 Provincial Goals ................................................................................................................. 2

2.0 WATER SYSTEM FINANCIAL ANALYSIS .............................................................. 2

2.1 The Physical System .......................................................................................................... 2

2.2 Financial Information......................................................................................................... 3

2.3 Operating Cost Projections ................................................................................................ 4

2.4 Capital Forecast ................................................................................................................. 5

2.5 Revenue Requirements ...................................................................................................... 5

2.6 Decision of Council ........................................................................................................... 6

3.0 WASTEWATER SYSTEM FINANCIAL ANALYSIS ................................................ 7

3.1 The Physical System .......................................................................................................... 7

3.2 Financial Information......................................................................................................... 7

3.3 Operating Cost Projections ................................................................................................ 8

3.4 Capital Forecast ................................................................................................................. 9

3.5 Revenue Requirements .................................................................................................... 10

3.6 Decision of Council ......................................................................................................... 11

4.0 SUMMARY .................................................................................................................... 11

List of Tables

Table 2.1 Water Rate Structure .................................................................................................... 3

Table 3.1 Wastewater Rate Structure ........................................................................................... 7

List of Figures

Figure 2.1 Breakdown of Operating Costs in 2017 Water Works Budget ................................. 4

Figure 2.2 Annual Operating Expenditures from 2017 to 2028 ................................................. 5

Figure 2.3 Anticipated Annual Capital Spending for 2017 to 2028 ........................................... 5

Figure 2.4 Impact of Annual Revenue Increases on the Rate of Replacement .......................... 6

Figure 3.1 Breakdown of Operating Costs in the 2017 Wastewater Budget ............................. 8

Figure 3.2 Annual Operating Expenditures from 2017 to 2028 ................................................. 9

Figure 3.3 Anticipated Annual Capital Spending for 2017 to 2028 ........................................... 9

Figure 3.4 Impact of Annual Revenue Increases on the Rate of Replacement ........................ 11

Current Asset Replacement Cost

Capital Reserves + Average Expenditure

on Replacement (3 years)

File No. 17160


WATER & WASTEWATER SYSTEMS FINANCIAL PLAN - 2017 TO 2028

FINAL REPORT

1.0 INTRODUCTION

1.1 Purpose of Analysis

The purpose of this report is to summarize an analysis of the financial aspects of the Lambton

Shores Water and Wastewater Systems.

The purpose of the analysis was to facilitate consideration of cost recovery (i.e. revenue

requirements) for the water and wastewater systems for the period 2017 to 2028. This report

serves as an update to previous financial analyses and rate proposals and took into consideration:

• Recently completed works (e.g. Grand Bend Sewage Treatment Facility)

• Development Charges expectations.

• Current Capital Planning.

Background information for this Report was provided in two Memos. The first was titled Re:

Water Works Financial Plan – 2017 to 2028, dated November 22, 2017 and provided in

Appendix A. The second was titled Re: Wastewater Rate Review, dated December 6, 2017,

provided in Appendix B. The Financial Plan for the Water System was prepared in accordance

with O. Reg. 453/07. The Plan includes the following basic components:

1. A full cost analysis of the provision of water services.

2. A cost recovery plan, including a proposal for a series of revenue increases.

1.2 General Goals

There are two general goals for cost recovery related to the water and wastewater systems:

• Financial sustainability demonstrated by a stable or improving Financial Position

• Physical asset sustainability demonstrated by a “Rate of Replacement” at or approaching

the Remaining Expected Useful Life of the assets, calculated as:

Rate of Replacement =

B. M. ROSS AND ASSOCIATES LIMITED

Engineers and Planners

62 North Street, Goderich, ON N7A 2T4

p. (519) 524-2641 • f. (519) 524-4403

www.bmross.net

2

1.3 Information Reviewed

Information provided by the Municipality of Lambton Shores included:

1. 2015 to 2016 Capital and Operating Budgets and actual expenditures for the water and

wastewater systems.

2. 2017 Capital and Operating Budgets for the water and wastewater systems.

3. Capital Project expectations for 2018 to 2028.

4. Water and Wastewater Asset Inventories.

5. Asset Management Plan.

6. Number of customers for each system.

7. 2017 water and wastewater rates.

8. 2014 to 2016 Reserve Fund Summaries.

9. Operating costs and budgets for the Grand Bend Area Joint Sewage Operations.

10. Other applicable information related to the water and wastewater systems.

1.4 Provincial Goals

As identified in the Ontario Ministry of the Environment MOE guidelines1 for financial

planning, achieving financial sustainability in Ontario’s municipal water and wastewater sector is

a long-term goal of the province. In addition to related municipal operating and financing

legislation, the Province has set out, in the Safe Drinking Water Act, 2002 (SDWA), detailed

requirements for financial planning related to water works systems. There is no corresponding

existing legislation related to wastewater.

The key aspects are considered to be as follows:

1. The Financial Plan must apply to a period of at least six years. The first year to which the

Financial Plan must apply must be the year in which the drinking water system’s existing

Municipal Drinking Water License would otherwise expire (i.e. 2016).

2. Amortization costs for existing infrastructure must be identified in the Financial Plan, but

there is no requirement to recover those costs.

The Municipal Drinking Water License for Lambton Shores expires December 15, 2020.

2.0 WATER SYSTEM FINANCIAL ANALYSIS

2.1 The Physical System

The Municipality owns one drinking water distribution system servicing local communities. The

system is currently operated by CH2M. Water is supplied to the Municipality from two sources;

the Lake Huron Primary Water Supply System (LHPWSS) and the Lambton Area Water Supply

System (LAWSS). As of May 2017, there were 6722 customers and 75% of the water comes

from the LHPWSS. Full descriptions are provided in the memo Re: Water Works Financial Plan

– 2017 to 2028, provided in Appendix A.

1 Ministry of the Environment, “Toward Financially Sustainable Drinking Water and Wastewater Systems”, August

2007.

3

The Estimated Useful Life (EUL) for watermains is 80 years and other assets range from 20 to

60 years. The remaining life expectancy of all assets is 61 years. A summary of the asset

inventory data is provided in Appendix C. The replacement cost of all assets (2017) is in excess

of $359 M. The current Rate of Replacement (2017) is 245 years, as identified in Appendix A.

2.2 Financial Information

Current water rates are established in Bylaw No. 12-2016 and summarized in Table 2.1. Water

works related revenue is principally generated in two parts as follows:

1. A flat rate per customer charge based on meter size.

2. A volumetric (per m3) consumption charge.

Items 1 and 2 are expected to offset the system operating expenses, as well as fund capital

replacement and upgrading projects. There are other sources of revenue (e.g. connection fees)

but the total revenue generated from those sources is minor. In 2016 it was approximately 5% of

the total revenue but it included contributions to capital. A full revenue breakdown is provided in

Section 5.3.2 of Appendix A.

Table 2.1

Water Rate Structure

Component 2017 Charge

Monthly Base Charge

(based on meter size)

¾” $12.94

1” $24.46

1 ½ ” $44.34

2” $72.50

2 ½ ” $83.41

3” $139.32

4” $229.79

6” $441.63

Consumption Charge $2.52/m3

Budget and actual expenses for the water system were reviewed for 2015 and 2016. The 2017

Budget is believed to reflect the cost of operating the current system. The 2017 anticipated

expenses for water works operations are summarized in Table D.1 in Appendix D.

The Municipality currently has four loans (debentures) related to Phase 3 (2009) and Phase 4

(2013) of the rural waterline project, a 2006 water expansion and 1998 LAWSS OCWA for a

total of $3.9 M. A summary of the debt information is provided in Table D.2 in Appendix D.

4

2.3 Operating Cost Projections

The 2017 anticipated expenses for water works operations are summarized in Table D.1 in

Appendix D. The total operating budget for 2017 was $2.2 M plus amortization, which would be

an additional $1.4 M. Figure 2.1 shows the breakdown of operating costs in the 2017 budget.

Figure 2.1 Breakdown of Operating Costs in 2017 Water Works Budget

Operating costs are anticipated to increase annually with inflation and water consumption

increases. Growth is expected to be 40 customers per year. Operating costs, other than those for

Hydro and water purchases, are assumed to increase at the rate of 2% per year. Hydro costs are

assumed to increase 5% per year from 2017-2028. Water purchase costs are assumed to increase

4% per year from 2017 to 2028 to account for inflation and consumption increases. Contracted

Services costs have been entered based on current values increasing by 2% per year. Figure 2.2

shows the anticipated increase in annual operating expenditures.

Administration

19.4%

Repair & Maintenance

1.7%

Hydro/Utilities

3.2%

Engineering

2.3%

Miscellaneous

0.0%

Interest

3.6%

Operations

42.2%

Staffing

0.2%

Water Purchase

27.3%

Breakdown of Operating Costs - 2017 Budget

5

Figure 2.2 Annual Operating Expenditures from 2017 to 2028

2.4 Capital Forecast

The capital construction plan for 2017 to 2028 is provided in Table D.3 in Appendix D. Figure

2.3 shows the anticipated annual capital spending for 2017 to 2028 based on the capital

construction plan.

Figure 2.3 Anticipated Annual Capital Spending for 2017 to 2028

2.5 Revenue Requirements

Figure 2.4 provides a visual representation of the impact of annual revenue increases on the Rate

of Replacement. Increases considered in the analysis included the following options:

6

1. A 0% rate increase (the base case).

2. A 2% per year rate increase (i.e. matching inflation).

3. Increasing the Rate of Replacement to 80 years (Average total estimated useful life);

4.6% per year rate increase.

4. Increasing the Rate of Replacement to 61 years (Remaining estimated useful life); 6.3%

per year increase.

5. Full Cost recovery; 12.4% per year increase.

With no increase in revenue, the current rate of Reserve Fund growth combined with the

proposed capital construction plan would result in a 9.5% improvement in the Financial Position

and would reduce the Rate of Replacement from 245 to 199 years. Increasing revenue by 2%

annually would result in a Rate of Replacement of 126 years. In order to match the average total

estimated useful life, an increase of 4.6% annually is required. To match the remaining estimated

useful life, an increase of 6.3% annually is required.

Full cost recovery is explained in Section 6.3 of Appendix A. The Province has advocated for

full cost recovery (i.e. full funding of asset replacement) but there is no legislated requirement to

do so. To achieve full cost recovery by 2028, an annual increase of 12.4% would be required.

However, no increase beyond 2028, other than to address inflation, would be necessary.

Figure 2.4 Impact of Annual Revenue Increases on the Rate of Replacement

2.6 Decision of Council

At a regular Council meeting held December 12, 2017 Council chose Option 3, a 4.6% annual

increase in revenue for the period 2018 to 2028. A by-law was subsequently prepared and

adopted by Council to identify the rate changes required.

7

3.0 WASTEWATER SYSTEM FINANCIAL ANALYSIS

3.1 The Physical System

The Municipality owns five wastewater systems including treatment facilities. Four of the

systems serve larger urban communities within Lambton Shores and the fifth serves a

subdivision. All of the systems are operated by CH2M on behalf of the Municipality. As of May

2017, there were 2,819 customers in total and full details for each system is provided in Section

3.1 of the memo Re: Wastewater Rate Review in Appendix B.

The Estimated Useful Life (EUL) for sewers is 61 years. The remaining estimated useful life is

45 years. A summary of the asset inventory data is provided in Appendix C. The replacement

cost of all wastewater assets (2017) is in excess of $70.2 M. The current Rate of Replacement

(2017) is 160 years, as calculated in the memo provided in Appendix B.

3.2 Financial Information

Current rates are established in Bylaw No. 12-2016 and a summary is provided in Table 3.1.

Wastewater related revenue is principally generated in two parts as follows:

1. A flat rate per customer charge based on meter size.

2. A volumetric (per m3) charge based on water consumption.

Items 1 and 2 are expected to off-set the system operating expenses, as well as fund capital

replacement and upgrading projects. There are other sources of revenue (e.g. rentals) but the total

revenue generated from those sources is minor. In 2016 it was approximately 4% of the total

revenue but it included contributions to capital. A full revenue breakdown is provided in section

5.2.2 of Appendix B. Based on the above rates, as of 2017, a typical residential customer would

pay approximately 4% to 5% more for sewage service than water service.

Table 3.1

Wastewater Rate Structure


Monthly Base Charge


¾” $13.56

1” $43.95

1 ½ ” $79.62

2” $130.20

2 ½ ” $149.78

3” $250.23

4” $412.67

6” $809.80


8

Budget and actual expenses for the wastewater system were reviewed for 2015 and 2016. The

2017 Budget is believed to reflect the cost of operating the current system. The 2017 anticipated

expenses for wastewater operations are summarized in Table D.4 in Appendix D.

The Municipality currently has one loan (debenture) and a summary of the debt information is

provided in Table 4.2 of the memo in Appendix B. Borrowing has been completed internally to

fund the Grand Bend Area Sewage Works project. At the end of 2017, the Municipality was

carrying $3.6 M in debt and the reserve balance was expected to be ($0.5 M).

3.3 Operating Cost Projections

The 2017 anticipated expenses for wastewater operations are summarized in Table D.4 in

Appendix D. The total operating budget for 2017 was $1.45 M plus amortization, which was

$0.6 M. Figure 3.1 shows the breakdown of operating costs in the 2017 budget.

Figure 3.1 Breakdown of Operating Costs in the 2017 Wastewater Budget

Operating costs are anticipated to increase annually with inflation and wastewater flow increases.

Growth is expected to be 25 customers per year. This growth is consistent with demographic

trends in Southwestern Ontario and is less than the assumed growth for the water works system

because not all water customers have wastewater service. Operating costs are assumed to

increase at the rate of 2% per year; with the exception of Hydro costs, which are assumed to

increase 5% per year from 2017-2028. Figure 3.2 shows the anticipated increase in annual

operating expenditures.

Administration

24.2%

Repair &

Maintenance

3.4%

Hydro/Utilities

13.3%

Engineering

1.1%

Operations

57.8%

Staffing

0.2%

9

Figure 3.2 Annual Operating Expenditures from 2017 to 2028

3.4 Capital Forecast

The capital construction plan for 2017 to 2028 is provided in Table D.5 in Appendix D. Figure

3.3 shows the anticipated annual capital spending for 2017 to 2028 based on the capital

construction plan.

Figure 3.3 Anticipated Annual Capital Spending for 2017 to 2028

10

3.5 Revenue Requirements

Figure 3.4 provides a visual representation of the impact of annual revenue increases on the Rate

of Replacement. Increases considered in the analysis include the following options:

1. A 0% rate increase (the base case).

2. A 5.6% increase to re-build the Financial Position by 2028.

3. A 6% increase to re-build the Financial Position and improve cash flow.

4. A 9% per year rate increase to 2020 then a 2% increase to 2028 (consistent with prior

recommendations)

5. Increasing the Rate of Replacement to 70 years (Average total estimated useful life);

5.2% per year increase.

6. Increasing the Rate of Replacement to 45 years (Remaining estimated useful life); 6.9%

per year increase.

7. Full Cost recovery; 11.2% per year increase.

Scenario 1, a 0% increase in revenue, is not a sustainable option as reserves are depleted and by

2020 operational costs will exceed revenues.

Scenario 2, a 5.6% annual increase, which has the goal of re-building the Financial Position by

2028 will still result in negative reserves at that time. It will however result in substantial

improvement in the Rate of Replacement.

Scenario 3, a 6% annual increase which has the additional goal of improving cash flow, will

result in a positive reserve at the end of the planning period (by 2027), in addition to re-building

the Financial Position.

Scenario 4, which is the revenue increase program proposed in 2016, also results in a loss in

Financial Position over the 11-year review period. In this regard it would also be interpreted as

not sustainable.

Interpretation of the results indicates that an annual increase in the order of 6.0% will be required

to have a positive reserve balance by 2028. A 6.0% annual increase will also improve the

current Financial Position and reduce the Rate of Replacement to a value between the average

total EUL (70 years) and remaining EUL (45 years).

Full cost recovery is explained in section 6.3 of the memo provided in Appendix B. The Province

has advocated for full cost recovery (i.e. full funding of asset replacement) but there is no

legislated requirement to do so. To achieve full cost recovery by 2028, an annual increase of

11.2% would be required.

11

Figure 3.4 Impact of Annual Revenue Increases on the Rate of Replacement

3.6 Decision of Council

At a regular Council meeting held December 12, 2017 Council chose Option 3, a 6.0% annual

increase in revenue for the period 2018 to 2028. A by-law, was subsequently prepared and

adopted by Council to identify the rate changes required.

4.0 SUMMARY

A comprehensive cost analysis for both the water and wastewater systems was completed to

facilitate consideration of cost recovery and rate development for the period 2018 to 2028.

Details of the analysis are included in two memos included as Appendices A and B of this

Report.

• Appendix A – Memo Re: Water Works Financial Plan – 2017 to 2028, dated November

22, 2017

• Appendix B – Memo Re: Wastewater Rate Review, dated December 6, 2017

As a result of the analysis Council adopted the following rate increases:

• For water – a 4.6% annual increase for 2018 – 2028

• For wastewater – a 6.0% annual increase for 2018 – 2028

12

All of which is respectfully submitted.


Stephen D. Burns, P. Eng.

SDB:hv

Appendix A

Memo

Re: Water Works Financial Plan – 2017 to 2028,

dated November 22, 2017

To: Municipality of Lambton Shores

Re: Water Works Financial Plan – 2017 to 2022

File #: 17160

Date: November 22, 2017

1.0 INTRODUCTION

1.1 Purpose of Memo

The purpose of the Memo is to facilitate consideration of cost recovery (i.e. water rate) options for the period 2018 to 2028. The Memo will be incorporated as background material in a Final Report and will be used to complete a Financial Plan consistent with the requirements of O.Reg. 453/07. The Memo includes the following basic components:

1. A full cost analysis of the provision of water services. 2. A cost recovery plan, including options for revenue adjustments. 1.2 Key Legislated Requirements

As identified in the Ontario Ministry of the Environment (MOE) Guidelines1 for financial planning, achieving financial sustainability in Ontario’s municipal water sector is a long term goal of the province. In addition to related municipal operating and financing legislation, the Province has set out, in the Safe Drinking Water Act, 2002 (SDWA), detailed requirements for financial planning related to water works systems. The key aspects are considered to be as follows:

1. The Financial Plan must apply to a period of at least six years. The first year to which the Financial Plan must apply must be the year in which the drinking water system’s existing Municipal Drinking Water License would otherwise expire

2. Amortization costs for existing infrastructure must be identified in the Financial Plan, but there is no requirement to recover those costs.

The current Municipal Drinking Water Licence (MDWL) for Lambton Shores expires December 15, 2020. 1.3 Relationship to Previous Plans

The most recent Water Financial Plan for the Municipality was completed in June 2015 by Watson and Associates in accordance with O. Reg. 453/07. This plan was used to determine the water pricing for 2016 and 2025. That report was reviewed and compared to the actual financial situation for 2016. This summary is provided in Section 5.1.

1 Ministry of the Environment (MOE), “Toward Financially Sustainable Drinking Water and Wastewater Systems”, August 2007.

Memo

From: Steve Burns

[email protected]




p. (519) 524-2641 • f. (519) 524-4403

www.bmross.net

2

Because the current MDWL expires in 2020, the Financial Plan developed for this Memo will be considered an interim plan. In addition, a Water and Wastewater Rate Study was completed in March 2016 by Watson and Associates. The purpose of the study was to update the analysis for current capital and operating forecasts and incorporate lifecycle costing. As recommended in the study, base water supply charges were anticipated to increase by 2% per year and volume rates by 3% per year from 2016-2021 and 2% from 2022-2025. 2.0 METHODOLOGY

2.1 Available Information

Information provided by the Municipality of Lambton Shores includes;

1. 2016 Capital and Operating Budgets and actual expenditures for the water system. 2. 2017 Capital and Operating Budgets for the water system. 3. Information concerning dedicated reserves for water supply. 4. Capital Project expectations for 2018 to 2028. 5. Water Asset Inventory. 6. Asset Management Plan. 7. Number of customers. 8. 2017 water rates. 9. Other applicable information related to the water system.

2.2 Procedure

The available information listed in Section 2.1 was reviewed for inclusion in the Financial Plan. Existing water assets are listed in the Municipality’s asset inventory with historical financial details. The historical financial details were used to calculate the amortization expenses and net book value of the tangible capital assets and are recorded in the Financial Plan. Expenditures and revenues budgeted for 2017 were included with an inflation rate, of 2 to 5%, depending on the category, applied for future years. Forecasted capital projects and debenture principal and interest payments were included in the prediction. Revenue requirements and corresponding rate increases are suggested to the Municipality to account for historic under investment and future capital projects. The Memo concludes with a summary showing the consequences of a 0% rate increase and four annual rate increase scenarios:

• A 2% increase (i.e. matching inflation)

• Decreasing the “Rate of Replacement” as defined in Section 6.3, to 80 years (i.e. average expected total asset life)

• Decreasing the “Rate of Replacement” as defined in Section 6.3 to 61 years (i.e. average remaining asset life)

• Full cost recovery as defined by the MOECC 3.0 DESCRIPTION OF THE SYSTEMS 3.1 Physical Facilities The Municipality has a single drinking water system servicing local communities and the rural areas. The system name is the East and West Lambton Shores Distribution System2. The system is currently operated by CH2M. The system is served from two sources generally as described in Table 3.1.

2 Municipal Drinking Water License No. 049-101 Issue No. 2, Dec. 16, 2016.

3

Table 3.1

East and West Lambton Shores Distribution System

Source Name Description

Lake Huron Primary Water Supply System (LHPWSS)

Located at Port Blake and services Grand Bend, Hwy 21 built up Area, Thedford, Arkona and Lake Huron shoreline to the Ipperwash area.

Lambton Area Water Supply System (LAWSS)

Located in Point Edward and services Forest, the Lake Huron shoreline south of the Ipperwash area and Hwy 21 from Townsend Line to Ravenswood.

3.2 Number of Customers The number of customers served by each supply and in total, as of May 15, 2017, is provided in Table 3.2.

Table 3.2 Number of Customers

Source Name No. of Customers as of May 2017

Residential Commercial Total

Lake Huron Primary Water Supply System (LHPWSS)

4,780 223 5,003

Lambton Area Water Supply System (LAWSS)

1,577 142 1,719

Total 6,357 365 6,722

Approximately 75% of the purchased water is from the LHPWSS. 3.3 Growth Expectations Since 2011, the number of customers has been increasing at an average rate of approximately 41 per year. The forecasted annual average growth rate for the Municipality of Lambton Shores is 0.65% over the next 25 years. This growth is consistent with demographic trends in Southwestern Ontario. For purposes of the Financial Plan, we have used 40 customers per year as the expected growth rate.

4.0 FULL COST OF SERVICE 4.1 Cost Components The full cost of providing water services includes the following major categories3:

1. Operating expenses 2. Interest expense 3. Funding for Debt Principal Repayment 4. Amortization of Tangible Capital Assets 5. Funding for Inflation in Asset Costs 6. Funding for Historic Under-investment 7. Funding for Service Enhancements 8. Funding for System Growth

3 MOE, August 2007.

4

Items 2 and 3 would apply when debt has been, or will be, incurred for capital projects. Items 4 to 6 relate to asset maintenance and replacement. The final two items, 7 and 8, relate to planned capital projects for improvements or growth. In some cases, the improvements may be driven by changing regulations, in other cases the Municipality may initiate the project. 4.2 Operating Expenses 4.2.1 Review of 2017 Water Budget Budgets and actual expenses for the water system were reviewed for 2015 and 2016. The 2017 Budget is believed to reflect the cost of operating the current system. The 2017 anticipated expenses for water works operations are summarized in Table 4.1.

Table 4.1 Lambton Shores 2017 Water Operations Budget

Item 2017 Category

Salary - Public Works including OT $4,262 Staffing

Benefits $1,190 Staffing

Memberships & Subscriptions $1,198 Operations

Training/Conference $4,000 Operations

Utilities $20,000 Hydro/Utilities

Water $1,000 Hydro/Utilities

Hydro $50,000 Hydro/Utilities

OMI Contracted Services $614,174 Operations

LAWSS Contracted Services $108,550 Operations

North Middlesex Contract $9,262 Operations

Contracted Services $90,000 Operations

Engineering/Consulting $50,000 Engineering

Software Lic./Support $12,276 Operations

Insurance $28,323 Administration

Vehicle & Equipment $7,697 Repair & Maintenance

Equipment Repair/Lic. $15,000 Repair & Maintenance

Water Purchase $600,000 Water

Office Supplies $9,088 Administration

Materials & Supplies $84,462 Operations

Hydrant Maintenance $10,000 Repair & Maintenance

General System Maintenance $5,000 Repair & Maintenance

Travel/Mileage $2,144 Operations

Realty Tax $3,663 Administration

Uncollectable Account $822 Miscellaneous

Service Charge/Interest $867 Interest

Carry Forward – Interest Income $(63,424) -

Administration Allocation $383,235 Administration

SUB-TOTAL $2,052,789

Interest on long-term debt $134,634

TOTAL 2017 $2,187,423

The above information is presented graphically in Figure 4.1.

5

Figure 4.1

Water Works Operational Expenses

4.2.2 Operations Contract The current operations contract with CH2M represents a significant proportion of the operational costs. The contract currently extends to 2019. 4.3 Interest Expense and Debt Repayment The Municipality currently has four loans (debentures) related to Phase 3 (2009) and Phase 4 (2013) of the rural waterline project, the 2006 water expansion and 1998 LAWSS OCWA. Table 4.2 provides a summary of the debt information.

Table 4.2 Summary of Water Works Related Debt

Loan No. Debenture

Date Maturity Date

Interest Rate (%)

Balance Dec/16 1.

OCWA 1998 2017 Variable $69,700

9140574 August 2006 February 2021 2.37 $1,689,493

DEBENTURE April 2009 October 2023 4.75 $1,730,918

DEBENTURE April 2013 October 2027 3.17 $457,251

Note: 1. Approximate end of year value

6

4.4 Amortization of Tangible Capital Assets Amortization is defined as “…the accounting process of allocating the cost less the residual value of a tangible capital asset to operating periods as an expense over its useful life in a rational and systematic manner appropriate to its nature and use.”4

The current value (sometimes referred to as “net book value”) of the asset is; its original cost less depreciation. It can be calculated as, original cost times current age divided by its life expectancy. This is a method traditionally called straight line depreciation. Using the above approach, the annual Amortization Expense and Net Book Value for the water system, as of 2017, is as follows:

Table 4.3 2017 Net Book Value and Amortization Expense for Water Works 1.

System Component Amortization

Expense (2017) Net Book Value

(2017) 2.

Distribution Systems $1,295,817 $81,736,496

Facilities (wells, storage, pumping) $71,175 $2,216,868

Totals $1,366,992 $83,953,364

Note: 1. Values are from Municipal records 2. Start of year

4.5 Reserve Funds Two reserve funds currently exist for the water works. They are referred to as the Water Lifecycle Reserve Fund and the Water Reserve Fund. As of December 31, 2016, the total value of both reserve funds was $7,280,637. Typically, the Water Lifecycle Reserve Fund is used for actual asset replacement and the Water Reserve Fund is used for large capital repairs or upgrading items. Currently the annual surplus is divided approximately 85% to the Water Lifecycle Replacement Reserve and 15% to the Water Reserve. In addition to the two Reserve Fund accounts mentioned above, there is a Development Charges (DC) Reserve Account into which contributions for new connections to the water supply are deposited. As of December 2016, the amount in the DC water account was $431,980. 4.6 Replacement Costs The replacement cost of the Lambton Shores Water System as of 2017 is considered to be approximately $358.6M. This value increases annually as construction costs increase. The annual increment would be roughly $7.2M, based on inflation in construction costs at 2% per year.

4 MOE, August 2007

7

5.0 ANALYSIS OF REVENUE 5.1 2015 Financial Plan Table 5.1 compares the 2016 predicted financial outcome with actual results.

Table 5.1 2015 Financial Plan – Predicted vs Actual for 2016

Item 2016 Predicted 2016 Actual 1.

Revenue $4,081,740 $4,145,847

Operating Expenditures $1,892,0731 $1,905,189

Cash Reserves (end of year) $7,224,308 $7,280,637

Financial Position $90,059,150 $84,983,340

Notes: 1. Approximate

5.2 Current Rate Structure and Charges Current rates are established in Bylaw No. 12-2016 and a summary is shown in Table 5.2.

Table 5.2 Water Rate Structure


Monthly Base Charge


¾” $12.94

1” $24.46

1 ½ ” $44.34

2” $72.50

2 ½ ” $83.41

3” $139.32

4” $229.79

6” $441.63


5.3 Review of Revenue 5.3.1 Method of Charging As identified in the above rate structure, water works related revenue is principally generated in two parts as follows:

1. A flat rate per customer charge based on meter size. 2. A volumetric (per m3) consumption charge.

Items 1 and 2 are expected to off-set the system operating expenses, as well as fund capital replacement and upgrading projects. There are other sources of revenue (e.g. connection fees) but the total revenue generated from those sources is minor. In 2016 it was approximately 5% of the total revenue but it included contributions to capital.

8

5.3.2 Revenue Breakdown The 2017 Budget anticipates the following for revenue that is not related to debt recovery:

• User Fees – Water Works = $ 4,103

• Penalties & Interest = $ 47,680

• Water Billing Revenue = $ 3,935,000

• Repair Revenue = $ 721

• Part & Accessories = $ 42,382 Total = $ 4,029,886

Based on the above, in 2017 the sum of the revenue is expected to be approximately 92% greater than operating costs including interest, but excluding amortization, resulting in a net revenue exclusive of the amortization amount of $2,004,963. Out of this value capital replacement and improvement projects will be funded. When amortization is considered the surplus declines to $614,883. Average reserve transfers for 2014-2016 were $1,176,862 annually, which is approximately 86% of the actual amortization value (see Table 4.3). Reserve transfers occur after contributions to capital. 6.0 FULL COST PROJECTIONS 6.1 General The purpose of this Section is to identify the expected cost of service. 6.2 Assumptions Assumptions regarding full cost of service for the Plan period (2017-2028) are as follows:

1. The starting point for operating expenses was the 2017 Budget.

2. Operating costs, other than those for Hydro and water purchases, will increase at the rate of 2% per year.

3. Hydro costs will increase 5% per year from 2017-2028

4. Water purchase costs will increase 4% per year from 2017 to 2028 to account for inflation and consumption increases.

5. Contracted Services costs have been entered based on current values increasing by 2% per year.

6. Growth is expected to be 40 customers per year.

6.3 Funding for Historic Under-Investment Although in recent years there have been a number of infrastructure replacement projects funded from reserves, historically neither the amortization expense nor the inflation of asset costs for tangible capital assets was completely funded each year. As well, maintenance and replacement may have been deferred. These two factors combined are the historic under-investment in the system. As with amortization and inflation of asset costs there is no legislated requirement to generate a surplus which funds historic under-investment. If this amount is recovered along with amortization and inflation of asset cost the full cost of ongoing system replacement could be funded through reserves.

9

Table 6.1 summarizes the various components of the full cost of replacement including funding for historic under-investment. The values shown in the following table are based on the assumption that items that are overdue for replacement, based on their theoretical useful life, are replaced in 2029. The annual full cost of replacement is calculated assuming $0 in reserves and enough cash must be available in the asset replacement year to pay 100% of the costs of replacement. It should be noted there is currently a total water reserve balance of approximately 7 million dollars, so part of this allowance has been covered.

Table 6.1

Annual Full Cost of Replacement for Water Works

System Component

2017 Annual Funding Requirements Breakdown

Amortization Expense

Funding for Inflation of Asset

Costs

Funding for Historic Under

Investment

Annual Full Cost of

Replacement 1.

Distribution Systems

$1,295,817 $6,682,050 $4,795,756 $12,773,623

Supply and Storage Systems

$71,175 $75,100 $191,223 $337,498

Total $1,366,992 $6,757,150 $4,986,979 $13,111,121

Notes: 1. Based on 2% per year inflation and 1.5% per year earned interest.

On average over the past 3 years, $287,100 in watermain replacement and other capital projects has been completed each year. This is much less than the annual full cost of replacement and is also less than the annual amortization expense. The average total weighted life expectancy as expressed in the Water Asset Inventory database of all of the water assets is approximately 80 years. The remaining average life expectancy is 61 years. The Rate of Replacement has been defined as the current replacement cost of the water assets (i.e. $358.6M) divided by the sum of the average annual capital expenditure on replacement plus the contribution to reserves. Based on the 2014 to 2016 capital expenditures and reserve contributions the current Rate of Replacement is:

Rate of Replacement 2017 Replacement Cost (2017) = Average Capital Investment + Transfer to Reserves

$358,564,463 = $287,100 + $1,176,862

= 245 Years 6.4 Proposed Capital Program 6.4.1 Asset Replacement/Upgrading For purposes of this Financial Plan the capital program for 2017 to 2028 will be as set out in Table 6.2. The values in the table include inflation based on 2% per year.

10

Table 6.2

Capital Construction Plan 2017 to 2028

Year Proposed Works Cost Allowance

2017 Meter Changeout Watermains MacHenry St. – Broadway to Morris Watermains – King St. E. Forest Related Road Replacements LAWS System Hwy 21 Chamber Upgrades Thedford Booster Station Upgrades Leak Detection Study Tower/reservoir maintenance BOS-NV Water Tower Radio Water Hydrant Identification

$72,000 $650,293

$55,050 $169,950

$45,368 $30,000 $75,000 $40,000

$100,000 $35,000 $50,000

2017 Total $1,322,661

2018 Meter Changeout Watermains King St. E. – CL Project Watermains Albert St. (3648) Watermains Maple St. (3714) Watermains Auto Flushers Related Road Replacements LAWSS System Capital Infrastructure Renewal Leak Detection Study Northville Booster Station Roof

$85,000 $225,000 $180,000 $170,000

$25,000 $175,049

$46,729 $165,000

$40,000 $50,000

2018 Total $1,161,778

2019 Meter Changeout Watermains Main St. S. – King to Philrobden (3709, 3711, 3712) Road Related Replacements LAWSS System Capital Infrastructure Renewal

$86,700 $640,000 $180,300

$48,131 $65,000

2019 Total $1,020,131

2020 Meter Changeout Watermains – Sherwood Road Related Replacements LAWSS System Capital Infrastructure Renewal

$88,500 $50,000

$185,709 $49,575

$165,000

2020 Total $538,784

2021 Meter Changeout Watermains Retirement Loop Road Related Replacements LAWSS System Capital Infrastructure Renewal Thedford Reservoir Maintenance

$90,000 $261,718 $191,280

$51,062 $65,000

$250,000

2021 Total $909,060

2022 Meter Changeout Watermains – Service Saddles on Townsend Line Watermains – Hubbard Line (3675) Road Related Replacements LAWSS System Capital Infrastructure Renewal

$92,000 $100,000

$82,000 $197,019

$52,594 $165,000

2022 Total $688,613

11

2023 Meter Changeout

Road Related Replacements LAWSS System Capital Infrastructure Renewal

$94,000 $202,929

$54,172 $165,000

2023 Total $516,101

2024 Meter Changeout Watermains – Broadway St. (3659, 3660, 3764, 3765) Road Related Replacements LAWSS System Capital Infrastructure Renewal Arkona Tower Maintenance

$96,000 $835,000 $209,017

$55,797 $165,000 $150,000

2024 Total $1,510,814

2025 Meter Changeout Road Related Replacements LAWSS System Capital Infrastructure Renewal

$98,000 $215,288

$57,471 $165,000

2025 Total $535,759

2026 Meter Changeout Road Related Replacements LAWSS System Capital Infrastructure Renewal

$100,000 $221,746

$59,195 $165,000

2026 Total $545,941

2027 Meter Changeout LAWSS System Capital Northville Tower Maintenance

$102,000 $60,971

$150,000

2027 Total $312,971

2028 Meter Changeout Watermains – Broadway (3668) LAWSS System Capital

$105,000 $100,000

$62,800

2028 Total $267,800

Total $9,330,413

7.0 COST RECOVERY

7.1 General

Section 30(2) of the SDWA (2002) requires water system owners to develop a “Cost Recovery Plan”. The intent is to create a long-term plan that will ensure adequate funding to operate, maintain and replace infrastructure. This section of the Memo identifies the revenue increase required to achieve the goals of the Plan. 7.2 Options for Cost Recovery

The required rate increase in the Plan period is dependent on what the Municipality wants to achieve. As discussed in Sections 1.2 and 6.3, the Province has advocated for full cost recovery (i.e. full funding of asset replacement) but there is no legislated requirement to do so. Possible Options include:

1. A 0% rate increase (the base case). 2. A 2% per year rate increase (i.e. matching inflation). 3. Increasing the Rate of Replacement to 80 years (Average total expected asset life). 4. Increasing the Rate of Replacement to 61 years (Average remaining asset life). 5. Full Cost recovery (as per Section 6.3 of this Memo).

12

7.3 Basis of Comparison When comparing the effect of each option on the required water rates it is assumed that there would be a series of uniform increases. For each option we have considered the following:

• Annual % increase required

• Reserves at end of planning period (2028)

• Financial Position at 2028 (Asset value + Reserves)

• Financial Position change ($ and %)

• Rate of Replacement

7.4 Summary of Results Table 7.1 A, which is attached to this Memo provides year by year details of the water system financial position. Table 7.2 summarizes the effect of selecting each option.

Table 7.2 Summary of Outcomes for Rate Alternatives

Option No.

Description % Annual Increase Required

Reserves at 2028

Financial Position (2028) Rate of Replacement 2.

(Years) $

Change1.

$ %

2017 Position $7.35M $88.0M - - 245

1 0% Rate Increase

(Status Quo) 0 $20.4M $96.4M +$8.4M +9.5 199

2

2 % Annual Rate Increase

(Matching Inflation)

2 $26.4M $102.4M +$14.4M +16.3 126

3

Reducing the Rate of

Replacement to 80 Years 3.

4.6 $35.4M $111.5M +$23.5M +26.7 80

4

Reducing the Rate of

Replacement to 61 Years 4.

6.3 $42.2M $118.3M +$30.3M +34.4 61

5

Full Cost Recovery as per MOECC

Definition

12.4 $73.9M $150.0M +$62.0M +70.5 28

Notes: 1. Difference between 2017 and 2028. 2. Rate of Replacement in year 2028 based on method described in Section 6.3. 3. 80 years represents the average Expected Useful Life (EUL) of the existing assets. 4. 61 years represents the average Remaining Useful Life of the existing assets.

2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028

FINANCIAL POSITIONFinancial assetsCash and cash equivalents 8,077,840 8,596,142 9,225,181 10,304,052 11,184,536 12,451,918 13,862,477 14,373,340 15,808,434 17,198,134 18,781,871 20,362,578

Total FINANCIAL ASSETS 8,077,840 8,596,142 9,225,181 10,304,052 11,184,536 12,451,918 13,862,477 14,373,340 15,808,434 17,198,134 18,781,871 20,362,578

LiabilitiesLong-term debt - Phase 3 1,517,071 1,292,946 1,058,049 811,861 553,841 283,419 - - - - - -

Long-term debt - Phase 4 421,906 385,433 347,794 308,952 268,869 227,506 184,821 140,772 95,316 48,407 - -

Long-term debt - Water Expansion 1,329,375 960,673 583,180 196,688 - - - - - - - -

Long-term debt - LAWSS OCWA - - - - - - - - - - - -

Total LIABILITIES 3,268,353 2,639,051 1,989,022 1,317,501 822,710 510,925 184,821 140,772 95,316 48,407 - -

NET DEBT (Liabilities - Assets) (4,809,488) (5,957,091) (7,236,158) (8,986,551) (10,361,826) (11,940,992) (13,677,656) (14,232,568) (15,713,118) (17,149,727) (18,781,871) (20,362,578)

Non-financial assets (Tangible capital assets)Existing water mains and facilities 83,953,363 83,932,120 83,711,302 83,336,243 82,497,488 81,985,457 81,239,127 80,310,199 80,372,691 79,430,905 78,491,030 77,309,754

Less: Amortization (1,366,992) (1,382,596) (1,399,859) (1,413,797) (1,421,091) (1,434,943) (1,445,029) (1,452,991) (1,477,544) (1,485,816) (1,494,247) (1,503,924)

Loss (gain) on disposal of tangible capital assets 23,088 - 4,669 36,259 - - - 4,669 - - - -

New watermains and facilities - at cost 1,322,661 1,161,778 1,020,131 538,784 909,060 688,613 516,101 1,510,814 535,758 545,941 312,971 276,800

Total NON-FINANCIAL ASSETS 83,932,120 83,711,302 83,336,243 82,497,488 81,985,457 81,239,127 80,310,199 80,372,691 79,430,905 78,491,030 77,309,754 76,082,630

Financial position (Non Finance assets - Net Debt) 88,741,608 89,668,393 90,572,401 91,484,039 92,347,283 93,180,120 93,987,856 94,605,259 95,144,023 95,640,757 96,091,624 96,445,208

Analysis of financial positionEquity in tangible capital assets 80,663,767 81,072,251 81,347,220 81,179,987 81,162,747 80,728,202 80,125,378 80,231,919 79,335,589 78,442,623 77,309,754 76,082,630

Reserves and reserve funds 8,077,840 8,596,142 9,225,181 10,304,052 11,184,536 12,451,918 13,862,477 14,373,340 15,808,434 17,198,134 18,781,871 20,362,578

General surplus (deficit) - - - - - - - - - - - -

Financial position (from analysis) 88,741,608 89,668,393 90,572,401 91,484,039 92,347,283 93,180,120 93,987,856 94,605,259 95,144,023 95,640,757 96,091,624 96,445,208

Notes:1. This value is equal to the total non-financial assets less long-term debt.

2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028

FINANCIAL OPERATIONS

Revenue

User Fees

User Fees - Water Works 4,103 4,185 4,269 4,354 4,441 4,530 4,621 4,713 4,807 4,903 5,002 5,102

Water Billing 3,935,000 3,958,416 3,981,831 4,005,247 4,028,663 4,052,078 4,075,494 4,098,910 4,122,325 4,145,741 4,169,157 4,192,572

Total User Fee REVENUE 3,939,103 3,962,601 3,986,100 4,009,601 4,033,104 4,056,608 4,080,115 4,103,623 4,127,133 4,150,644 4,174,158 4,197,674

Other

Penalties & Interest 47,680 48,634 49,606 50,598 51,610 52,643 53,695 54,769 55,865 56,982 58,122 59,284

Repair 721 735 750 765 780 796 812 828 845 862 879 896

Parts & Accessories 42,382 43,230 44,094 44,976 45,876 46,793 47,729 48,684 49,657 50,650 51,663 52,697

Total Other REVENUE 90,783 92,599 94,451 96,340 98,266 100,232 102,236 104,281 106,367 108,494 110,664 112,877

Total REVENUE 4,029,886 4,055,199 4,080,551 4,105,941 4,131,370 4,156,840 4,182,351 4,207,904 4,233,499 4,259,138 4,284,822 4,310,551

ExpensesSalary - Public Works including OT 4,262 4,347 4,434 4,523 4,613 4,706 4,800 4,896 4,994 5,093 5,195 5,299

Benefits 1,190 1,214 1,238 1,263 1,288 1,314 1,340 1,367 1,394 1,422 1,451 1,480

Memberships & Subscriptions 1,198 1,222 1,246 1,271 1,297 1,323 1,349 1,376 1,404 1,432 1,460 1,490

Training/Conference 4,000 4,080 4,162 4,245 4,330 4,416 4,505 4,595 4,687 4,780 4,876 4,973

Utilities 20,000 20,400 20,808 21,224 21,649 22,082 22,523 22,974 23,433 23,902 24,380 24,867

Water 1,000 1,020 1,040 1,061 1,082 1,104 1,126 1,149 1,172 1,195 1,219 1,243

Hydro 50,000 52,500 55,125 57,881 60,775 63,814 67,005 70,355 73,873 77,566 81,445 85,517

OMI Contracted Services 614,174 626,457 638,987 651,766 664,802 678,098 691,660 705,493 719,603 733,995 748,675 763,648 LAWSS Contracted Services 108,550 110,721 112,935 115,194 117,498 119,848 122,245 124,690 127,184 129,727 132,322 134,968 North Middlesex Contract 9,262 9,447 9,636 9,829 10,025 10,226 10,431 10,639 10,852 11,069 11,290 11,516

Contracted Services 90,000 91,800 93,636 95,509 97,419 99,367 101,355 103,382 105,449 107,558 109,709 111,904

Engineering/Consulting 50,000 51,000 52,020 53,060 54,122 55,204 56,308 57,434 58,583 59,755 60,950 62,169

Software Lic/Support 12,276 12,522 12,772 13,027 13,288 13,554 13,825 14,101 14,383 14,671 14,964 15,264

Insurance 28,323 28,889 29,467 30,057 30,658 31,271 31,896 32,534 33,185 33,849 34,526 35,216

Vehicle & Equipment 7,697 7,851 8,008 8,168 8,331 8,498 8,668 8,841 9,018 9,199 9,383 9,570

Equipment Repair/Lic 15,000 15,300 15,606 15,918 16,236 16,561 16,892 17,230 17,575 17,926 18,285 18,651

Water Purchase 600,000 630,000 661,500 694,575 729,304 765,769 804,057 844,260 886,473 930,797 977,337 1,026,204

Office Supplies 9,088 9,270 9,455 9,644 9,837 10,034 10,235 10,439 10,648 10,861 11,078 11,300

Materials & Supplies 84,462 86,151 87,874 89,632 91,424 93,253 95,118 97,020 98,961 100,940 102,959 105,018

Hydrant Maintenance 10,000 10,200 10,404 10,612 10,824 11,041 11,262 11,487 11,717 11,951 12,190 12,434

General System Maintenance 5,000 5,100 5,202 5,306 5,412 5,520 5,631 5,743 5,858 5,975 6,095 6,217

Travel/Mileage 2,144 2,187 2,231 2,275 2,321 2,367 2,414 2,463 2,512 2,562 2,614 2,666

Realty Tax 3,663 3,736 3,811 3,887 3,965 4,044 4,125 4,208 4,292 4,378 4,465 4,554

Uncollectable Account 822 838 855 872 890 908 926 944 963 982 1,002 1,022

Service Charge/Interest 867 884 902 920 938 957 976 996 1,016 1,036 1,057 1,078

Administration Allocation 383,235 390,900 398,718 406,692 414,826 423,122 431,585 440,217 449,021 458,001 467,161 476,505 Subtotal Operating Expense 2,116,213 2,178,037 2,242,073 2,308,413 2,377,155 2,448,401 2,522,256 2,598,833 2,678,248 2,760,624 2,846,087 2,934,772

Interest on Phase 3 debt 79,709 69,431 58,658 47,368 35,535 23,134 10,136 - - - - - Interest on Phase 4 debt 14,217 13,088 11,922 10,720 9,479 8,198 6,876 5,512 4,105 2,653 1,154 - Interest on Water Expansion debt 37,920 29,335 20,544 11,545 2,331 - - - - - - - Interest on LAWSS OCWA debt 2,788 - - - - - - - - - - - Loss (gain) on disposal of tangible capital assets 23,088 - 4,669 36,259 - - - - - - - - Amortization of capital assets 1,366,992 1,382,596 1,399,859 1,413,797 1,421,091 1,434,943 1,445,029 1,452,991 1,477,544 1,485,816 1,494,247 1,503,924

Total EXPENSES 3,640,927 3,672,486 3,737,726 3,828,102 3,845,591 3,914,675 3,984,298 4,057,337 4,159,897 4,249,092 4,341,488 4,438,696

Net Revenue (Deficit) for the year 388,959 382,713 342,824 277,838 285,779 242,165 198,053 150,567 73,602 10,046 (56,666) (128,145)

2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028

CASH FLOW

Operating Transactions

Net revenue (deficit) for the year 388,959 382,713 342,824 277,838 285,779 242,165 198,053 150,567 73,602 10,046 (56,666) (128,145)

Add-back (deduct) non-cash expense:

Loss (gain) on disposal of tangible capital assets 23,088 - 4,669 36,259 - - - 4,669 - - - -

Amortization of capital assets 1,366,992 1,382,596 1,399,859 1,413,797 1,421,091 1,434,943 1,445,029 1,452,991 1,477,544 1,485,816 1,494,247 1,503,924

Total OPERATING TRANSACTIONS 1,779,039 1,765,309 1,747,353 1,727,895 1,706,870 1,677,108 1,643,082 1,608,227 1,551,146 1,495,862 1,437,581 1,375,779

Capital Transactions

Growth related - - - - - - - - - - - -

Service enhancement (system upgrades) (267,868) (50,000) - - (250,000) - (516,101) (675,814) (535,758) (545,941) (312,971) (176,800)

Leak Detection Study (40,000) (40,000) - - - - - - - - - -

Replacement of existing works (1,014,793) (1,071,778) (1,020,131) (538,784) (659,060) (688,613) - (835,000) - - - (100,000)

Total CAPITAL TRANSACTIONS (1,322,661) (1,161,778) (1,020,131) (538,784) (909,060) (688,613) (516,101) (1,510,814) (535,758) (545,941) (312,971) (276,800)

Investing transactionsProceeds from portfolio investments 109,210 121,168 128,942 138,378 154,561 167,768 186,779 207,937 215,600 237,127 257,972 281,728

Purchase of portfolio investments - - - - - - - - - - - -

Total INVESTING TRANSACTIONS 109,210 121,168 128,942 138,378 154,561 167,768 186,779 207,937 215,600 237,127 257,972 281,728

Financing transactions

Federal/Provincial grants 487,720 - - - - - - - - - - -

Proceeds from Development Charges Reserve 200,000 200,000 200,000 200,000 200,000 200,000 200,000 200,000 200,000 200,000 200,000 200,000

Deferred Proceeds (Ppl and Int) - Water Expansion 152,111 148,517 135,892 101,564 101,564 100,586 100,586 99,556 70,361 70,360 67,555 67,555

Water Expansion Interest Carried Forward 70,793 74,387 87,012 121,340 121,340 122,318 122,318 (49,995) (20,799) (20,799) (17,994) (67,555)

Debt repayment - principal - Phase 3 (213,847) (224,125) (234,897) (246,187) (258,020) (270,422) (283,419) - - - - -

Debt repayment - principal - Phase 4 (35,344) (36,474) (37,639) (38,842) (40,083) (41,363) (42,685) (44,049) (45,456) (46,909) (48,407) -

Debt repayment - principal - Water Expansion (360,117) (368,703) (377,493) (386,492) (196,688) - - - - - - -

Debt repayment - principal - LAWSS OCWA (69,700) - - - - - - - - - - -

Total FINANCING TRANSACTIONS 231,616 (206,397) (227,125) (248,617) (71,887) 111,119 96,800 205,512 204,106 202,653 201,154 200,000

Net Cash Receipts (Payments) for the year 797,203 518,302 629,039 1,078,871 880,484 1,267,382 1,410,560 510,863 1,435,094 1,389,701 1,583,736 1,580,707

Cash at beginning of year 7,280,637 8,077,840 8,596,142 9,225,181 10,304,052 11,184,536 12,451,918 13,862,477 14,373,340 15,808,434 17,198,134 18,781,871

Cash at end of year 8,077,840 8,596,142 9,225,181 10,304,052 11,184,536 12,451,918 13,862,477 14,373,340 15,808,434 17,198,134 18,781,871 20,362,578

Table 7.1AMUNICIPALITY OF LAMBTON SHORES

2017-2028 Financial Plan for WaterworksFINANCIAL PLAN 049-301

Revised November 20, 2017

Base Case: 0% Revenue Increase

11/23/2017 17160 (Rev-17Nov20) Water Financial Plan.xls

Appendix B

Memo

Re: Wastewater Rate Review,

dated December 6, 2017

To: Municipality of Lambton Shores

Re: Wastewater Rate Review

File #: 17160

Date: December 6, 2017

1.0 INTRODUCTION

1.1 Purpose of the Memo

The purpose of the Memo is to summarize a review of existing and projected wastewater system costs and revenue. The information will facilitate a discussion regarding potential rate adjustments over the period 2018 to 2028. The Memo will serve as background information for a Report proposing water and wastewater rate adjustments. 1.2 Key Legislated Requirements

As identified in the Ontario Ministry of the Environment MOE guidelines1 for financial planning, achieving financial sustainability in Ontario’s municipal water and wastewater sector is a long term goal of the province. In addition to related municipal operating and financing legislation, the Province2 has set out, in the Safe Drinking Water Act, 2002 (SDWA), detailed requirements for financial planning related to water works systems. There is no corresponding existing legislation related to wastewater. 1.3 Relationship to Previous Plans A Water and Wastewater Rate Study was completed in March 2016 by Watson and Associates. The purpose of the study was to update the analysis for current capital and operating forecasts and incorporate lifecycle costing. The Study recommended increases in the base charge and volumetric rate, based on metered water use, of 9% per year to 2020 and 2% per year from 2021 to 2025. 2.0 METHODOLOGY 2.1 Available Information Information provided by the Municipality of Lambton Shores includes;

1. 2015 to 2016 Capital and Operating Budgets and actual expenditures for the wastewater system

2. 2017 Capital and Operating Budgets for the wastewater system 3. Operating costs and budgets for the Grand Bend Area Joint Sewage Operations 4. 2014 to 2016 Reserve Fund Summaries 5. Capital Project expectations for 2018 to 2028

1 Ministry of the Environment, “Toward Financially Sustainable Drinking Water and Wastewater Systems”, August 2007. 2 Watson & Associates Economists Ltd, “Municipality of Lambton Shores Water and Wastewater Rate Study”, March 1, 2016

Memo

From: Steve Burns [email protected]




p. (519) 524-2641 • f. (519) 524-4403 www.bmross.net

2

6. Wastewater Asset Inventory 7. Asset Management Plan 8. Number of customers 9. 2017 wastewater rates 10. Other applicable information related to the wastewater system.

2.2 Procedure The available information listed in Section 2.1 was reviewed to develop an understanding of the relationship between current expenses and revenue. The asset database was used to determine asset values, amortization expenses and probable future replacement costs. Recent historical capital expenses were also reviewed to better understand current rates of replacement and improvement. The 2018-2028 capital forecast was used to estimate potential revenue needs. Current operating expenses, based on the 2017 budget were inflated by, depending on the category, 2% to 5% to estimate revenue needs to operate the system. A base case of a 0% rate increase was developed to understand the consequences of maintaining the status quo. Required increases were developed for the following scenarios.

• Re-building of the 2017 Financial Position by 2028

• Increasing rates at 9% per year to 2020 then 2% per year (as per previous recommendations).

• Increasing the Rate of Replacement to match the average life expectancy of the assets.

• Increasing the Rate of Replacement to match the average remaining life expectancy of the assets.

• Full cost recovery as defined by MOE Guidelines3. 3.0 DESCRIPTION OF THE WASTEWATER SYSTEM 3.1 Physical Facilities The Municipality owns five separate wastewater systems. Four of the systems serve larger urban communities within Lambton Shores, the fifth serves a subdivision. All of the systems are operated by CH2M on behalf of the Municipality. Table 3.1 provides a brief description of each system to assist in understanding the scale of the facilities.

Table 3.1 Summary of Wastewater Treatment and Collection Facilities

Community Served

Wastewater Treatment Length of Sewer

No of Customers

Arkona An extended aeration process treatment facility with tertiary filtration and UV disinfection. WWTP is rated at 621 m3/d

7.7 km 268

Forest An extended aeration process treatment facility with tertiary filtration and UV disinfection. Rated at 1800 m3/d.

23.9 km 1273

3 Ministry of the Environment, August 2007.

3

Community Served

Wastewater Treatment Length of Sewer

No of Customers

Grand Bend

A biological nitrogen removal process with tertiary filtration and UV disinfection. Process incorporates lagoons for flow equalization and biosolids storage. Rated at 2473 m3/d. Shared with the Municipality of South Huron.

12.8 km in Lambton Shores

943

Thedford A two cell facultative lagoon with seasonal (spring and fall) discharge. Rated at 477 m3/d.

9.1 km 330

Indian Hills Estate

Subdivision

An extended aeration process treatment facility with effluent storage lagoons and spray irrigation effluent disposal.

1.2 km 5

3.2 Growth Expectations The forecasted growth rate for the Municipality is 0.65% per year for the next 25 years. This rate of growth is consistent with demographic trends in Southwestern Ontario. For purposes of the rate calculations, we have assumed an increase of 25 customers per year which is less than the growth allowance for water supply and recognizes that some new development will occur in locations without sanitary service. 4.0 FULL COST OF SERVICE 4.1 Cost Components The full cost of providing water services includes the following major categories4:

1. Operating expenses 2. Interest expense 3. Funding for Debt Principal Repayment 4. Amortization of Tangible Capital Assets 5. Funding for Inflation in Asset Costs 6. Funding for Historic Under-investment 7. Funding for Service Enhancements 8. Funding for System Growth

Items 2 and 3 would apply when debt has been, or will be, incurred for capital projects. Items 4 to 6 relate to asset maintenance and replacement. The final two items, 7 and 8, relate to planned capital projects for improvements or growth. In some cases, the improvements may be driven by changing regulations, in other cases the Municipality may initiate the project. 4.2 Operating Expenses 4.2.1 Review of 2017 Wastewater Budget Budgets and actual expenses for the wastewater system were reviewed for 2015 and 2016. The 2017 budget is believed to reflect the cost of operating the current system. The 2017 anticipated expenses for wastewater operations are summarized in Table 4.1.

4 Ministry of the Environment, August 2007.

4

Table 4.1 Lambton Shores 2017 Wastewater Operations Budget

Item 2017 Category

Salary - Public Works including OT $ 2,301 Staffing

Benefits $ 533 Staffing

Utilities $ 10,000 Hydro/Utilities

Water $ 4,500 Hydro/Utilities

Hydro $ 170,000 Hydro/Utilities

Gas $ 4,500 Hydro/Utilities

CH2M Contracted Services $ 557,266 Operations

Contracted Services $ 30,844 Operations

Engineering/Consulting $ 15,300 Engineering

Insurance $ 29,761 Administrative

Vehicle & Equipment $ 5,944 Repair & Maintenance

GBA Sewer Infrastructure MTC. $ 233,155 Operations

General System Maintenance $ 42,800 Repair & maintenance

Administration Allocation $ 266,870 Administrative

Realty Tax $ 48,144 Administrative

SUB-TOTAL $ 1,421,918

Interest on long-term debt $ 22,942

TOTAL 2017 $ 1,444,860

The following Figure presents the general categorization of the various budget expense items.

Figure 4.1 Wastewater Operational Expenses

Breakdown of Operating Costs – 2017 Budget

Administrative23.9%

Engineering1.1%

Hydro/Utilities13.1%

Operations56.8%

Repair & Maintenance

3.4%

Staffing0.2%

Interest1.6%

5

4.2.2 Grand Bend and Area Joint Sewage Operations

The budget line for the Grand Bend and Area Joint Sewage Operations is identified as GBA Sewer Infrastructure MTC. This item is expected to increase to approximately $450,000 in 2018 which includes a component for future capital replacement. 4.2.3 Operations Contract

The current operations contract with CH2M represents a significant proportion of the operational costs. The contract currently extends to 2019. 4.3 Interest Expense and Debt Repayment

The Municipality currently has one loan (debenture) as described in Table 4.2. Borrowing has been completed internally for the Grand Bend Area Sewage Works.

Table 4.2 Summary of Wastewater Works Related Debt

Loan No. Loan Date Maturity Date Interest Rate (%)

Balance Dec/161.

Sewer Forcemain

January 2011 October 2025 Prime less

0.15% $840,000


4.4 Amortization of Tangible Capital Assets

Amortization is defined as “…the accounting process of allocating the cost less the residual value of a tangible capital asset to operating periods as an expense over its useful life in a rational and systematic manner appropriate to its nature and use.”5

The current value (sometimes referred to as “net book value”) of the asset is; its original cost less depreciation. It can be calculated as, original cost times current age divided by its life expectancy. This is a method traditionally called straight line depreciation. Using the above approach, the annual Amortization Expense and Net Book Value for the wastewater system, as of 2017, is as follows:

Table 4.3 2017 Net Book Value and Amortization Expense for Wastewater Works 1.

System Component Amortization

Expense (2017) Net Book Value

(2017) 2.

Collection System $137,043 $8,424,298

Facilities (pumping and treatment) $473,599 $14,586,640

Totals $610,642 $23,010,937

Note: 1. The values were provided by the Municipality 2. Start of year

4.5 Reserve Funds

Two reserve funds currently exist for the wastewater works. They are referred to as the Sewer Lifecycle Reserve Fund and the Sewer Reserve Fund. As of December 31, 2016, the total value of

5 MOE, August 2007

6

both reserve funds was $618,474. Typically, the Sewer Lifecycle Reserve Fund is used for actual asset replacement and the Sewer Reserve Fund is used for large capital repairs or upgrading items.

In addition to the two Reserve Fund accounts mentioned above, there is a Development Charges (DC) Reserve Account into which contributions for new connections to the sewage system in Forest and the Grand Bend area are deposited. As of December 2017, the amount in the DC sewer account is approximately $100,000. 4.6 Replacement Costs

The replacement cost of the Lambton Shores Wastewater Systems as of 2017 is estimated to be approximately $70.2 M. This value increases annually as construction costs increase. The annual increment would be roughly $1.4 M, based on inflation in construction costs of approximately 2% per year.

5.0 ANALYSIS OF REVENUE

5.1 Current Rate Structure and Charges

Current rates are established in Bylaw No. 12-2016 and a summary is shown in Table 5.1.

Table 5.1 Sewage Rate Structure


Monthly Base Charge

(based on water meter size)

¾” $13.56

1” $43.95

1 ½ ” $79.62

2” $130.20

2 ½ ” $149.78

3” $250.23

4” $412.67

6” $809.80

Consumption Charge 1. $2.60/m3

Note: 1. Volume charge is based on metered water consumption

Based on the above rates as of 2017, a typical residential customer would pay approximately 4% to 5% more for sewage service than water service. 5.2 Review of Revenue

5.2.1 Method of Charging

As identified in the above rate structure, water works related revenue is principally generated in two parts as follows:

1. A flat rate per customer charge based on water meter size. 2. A volumetric (per m3) charge based on water consumption.

Items 1 and 2 are expected to off-set the system operating expenses, as well as fund capital replacement and upgrading projects. There are other sources of revenue (e.g. rentals) but the total revenue generated from those sources is minor. In 2016 it was less than 4 % of the total revenue.

7

5.2.2 Revenue Breakdown The 2017 Budget anticipates the following for revenue that is not related to debt recovery:

• User Fees – Sewage Works = $ 1,611,000

• Other = $ 30,000 Total = $ 1,641,000

Based on the above, in 2017 the sum of the revenue was expected to be approximately 12% greater than operating costs including interest but excluding amortization, resulting in a net revenue exclusive of the amortization amount of $196,140. Out of this value capital replacement and improvement projects will be funded. If amortization was considered, the expected surplus becomes a deficit of approximately $415,000. Average surplus transfers to reserves from Operating for 2014-2016 were $65,872 annually, which is approximately 10% of the actual amortization value identified in Table 4.3. 6.0 FULL COST PROJECTIONS 6.1 General The purpose of this Section is to identify the expected cost of service. 6.2 Assumptions Assumptions regarding full cost of service for the Plan period (2017-2028) are as follows:

1. The starting point for operating expenses was generally the 2017 Budget with expected

adjustments in some categories. 2. Operating costs, other than those for Hydro, will increase at the rate of 2% per year. 3. Hydro costs will increase 5% per year from 2017-2028 4. Contracted Services costs have been entered based on current values increasing by 2% per

year. 5. Growth is expected to be 25 dwellings per year.

6.3 Funding for Historic Under-Investment Although in recent years there have been a number of infrastructure replacement projects funded from reserves, historically neither the amortization expense nor the inflation of asset costs for tangible capital assets was completely funded each year. As well, maintenance and replacement may have been deferred. These two factors combined are the historic under-investment in the system. As with amortization and inflation of asset costs there is no legislated requirement to generate a surplus which funds historic under-investment. If this amount is recovered along with amortization and inflation of asset cost the full cost of ongoing system replacement could be funded through reserves. Table 6.1 summarizes the various components of the full cost of replacement including funding for historic under-investment. The values shown in the following table are based on the assumption that items that are overdue for replacement, based on their theoretical useful life, are replaced in 2029. The annual full cost of replacement is calculated assuming $0 in reserves and enough cash must be available in the asset replacement year to pay 100% of the costs of replacement.

8

Table 6.1 Annual Full Cost of Replacement for Wastewater Works

System Component

2017 Annual Funding Requirements Breakdown

Amortization Expense

Funding for Inflation of Asset

Costs

Funding for Historic Under

Investment

Annual Full Cost of

Replacement 1.

Collection Systems $137,043 $695,956 $827,750 $1,660,743

Treatment $476,599 $395,384 $1,142,158 $2,011,141

Total $610,642 $1,091,334 $1,969,908 $3,671,884

Notes: 1. Based on 2% per year inflation and 1.5% per year earned interest.

Excluding the new Grand Bend Sewage Treatment Facility expansion including related works, historical capital upgrade expenditures have been as follows:

Table 6.2 Capital Upgrade Expenditures 2014 to 2017

Year Expenditure

2014 $37,864

2015 $135,126 2016 $213,216

2017 1. $1,124,000 Total $1,510,206

Average 2014 - 16 $128,735 Average 2014 - 17 $377,552

Notes: 1. The 2017 values are ‘Budget’ not Actuals.

The average total weighted expected useful life (EUL), as expressed in the Wastewater Asset Inventory Database, of all of the wastewater assets is approximately 70 years. The remaining average life expectancy is approximately 45 years. The Rate of Replacement has been defined as the current replacement cost of the wastewater assets (i.e. $70.15 M) divided by the sum of the average annual capital expenditure on replacement plus the contribution to reserves. Based on the 2014 to 2016 capital expenditures and reserve contributions, the current Rate of Replacement is:

Rate of Replacement 2017 Replacement Cost (2017) = Average Capital Investment + Transfer to Reserves

$70,153,418 = $128,735 + $65,872

= 360 Years Considering the more aggressive capital replacement program for 2017, the above value would reduce to approximately 160 years by the end of the year. 6.4 Proposed Capital Program 6.4.1 Asset Replacement/Upgrading For purposes of this analysis, the capital program for 2017 to 2028 will be as set out in Table 6.2. The values in the table include inflation based on 2% per year.

9

Table 6.3 2017 to 2028 Wastewater Capital Program

Year Proposed Works Cost

Allowance

2017 Road Related Replacements $33,000

GB - Alberta St PS $167,000

GB - PS 4 Green Acres Wet Well $128,200

GB - PS 1 Beach SPS $224,000

GB - Morenz Lane PS $123,900

TH - Main St PS $196,700

TH - Main Lift $81,300

Thedford Lagoon reconstruction $11,000

Mollard Line Forcemain $117,000

2017 Total $1,082,100


FO - Main Lift PS Grinder Pump $70,000

FO - Main Lift PS Process Control $22,000

FO - STP Structure for by-pass valve chamber $10,000


AR - Anne Street PS Dialer $10,000


South Bosanquet Trunk Sewer (Eng.) $35,000

2018 Total $669,471


ARK - STP Sand Filtration System $20,000

ARK- Clarifier Cover $100,000

FO - STP New Filter Installation $250,000

River Road Sanitary Sewer Upgrades $250,000

FO - Main St. S - CL $150,000

2019 Total $803,000



Indian Hills PS - Electrical Panel, Upgrades $75,000

FO - STP Process Equipment $250,000

FO – Flow Meter Channel $10,000

2020 Total $618,990


2021 Total $35,010


2022 Total $36,060


FO - Main Lift PS Rehab $200,000

2023 Total $237,142


2024 Total $38,256


Indian Hills STP - Rehab $200,000

2025 Total $239,404

10


Arkona STP - Rehab $650,000

2026 Total $690,586


2027 Total $41,803


Forest STP - Rehab $1,750,000

2028 Total $1,793,058

TOTAL $6,284,880

7.0 COST RECOVERY 7.1 General The intent is to create a long-term plan that will ensure adequate funding to operate, maintain and replace infrastructure. This section of the Memo identifies the revenue increases required to achieve various options. 7.2 Options for Cost Recovery The required rate increase in the Plan period is dependent on what the Municipality wants to achieve. As discussed in Sections 1.2 and 6.3, the Province has advocated for full cost recovery (i.e. full funding of asset replacement) but there is no legislated requirement to do so. Possible Options include:

1. A 0% rate increase. 2. A 5.6% increase to re-build the Financial Position by 2028. 3. A 6% increase to re-build the Final Position and improve cash flow. 4. A 9% per year rate increase to 2020 then a 2% increase to 2028 (consistent with prior

recommendations) 5. Increasing the Rate of Replacement to 70 years (Average total expected asset life). 6. Increasing the Rate of Replacement to 45 years (Average remaining asset life). 7. Full Cost recovery (as per Section 6.3 of this Memo).

7.3 Basis of Comparison When comparing the effect of each goal on the required water rates it is assumed that there would be a series of uniform increases throughout the period of the Plan (i.e. 2018 to 2028). For each goal we have considered the following:

• Annual % increase required

• Reserves at end of planning period (2028)

• Financial Position at 2028 (Asset value + Reserves)

• Financial Position change ($ and %)

• Rate of Replacement

7.4 Summary of Results Table 7.1A, which is attached to this Memo, provides detail for Option 1 (0% increase). Tables 7.1B and 7.1C showing the effects of 5.6% and 6.0% increases are also attached. Table 7.2 summarizes the effect of selecting each option.

11

Table 7.2 Summary of Outcomes for Rate Increase Alternatives

Option No.

Description % Annual Increase Required

Sewage Cash

Reserve at 2028

Financial Position (2028) Rate of

Replacement 2. (Years) $

Change1.

$ %

2017 Position - - $22.25M - - 160

1 0% Rate Increase

(Status Quo) 0 ($8.1M) $14.9M ($7.35M) (33.0) infinite

2 Re-build 2017

Financial Position by 2028

5.6 ($0.6M) $22.35M ($0.10M) 0 62

3 Re-build Financial

Position and improve cash flow

6.0 $0.7M $23.0 $0.75M 3.4 56

4 9% to 2020 then 2% Annual Rate Increase to 2028

3 yrs-9% 8yrs-2%

($1.62M) $21.32M ($0.93M) (4.0) 107

5 Reducing the Rate of Replacement to

70 Years 3. 5.2 ($1.2M) $21.7 ($0.55M) (2.5) 70

6 Reducing the Rate of Replacement to

45 Years 4. 6.9 $1.6M $24.5M $2.3M 10.3 45

7 Full Cost

Recovery as per MOECC Definition

11.2 $10.6M $33.5M $11.25M 50.6 21

Notes: 1. Difference between 2017 and 2028. 2. Rate of Replacement in year 2028 based on method described in Section 6.3. 3. 70 years represents the average Expected Useful Life (EUL) of the existing assets. 4. 45 years represents the average Remaining Useful Life of the existing assets. 7.5 Discussion of Results

The current revenue/expenditure scenario (0% increase) is not sustainable, reserves are depleted and within a couple of years revenue will be exceeded by operational costs.

Scenario 2, a 5.6% annual increase, which has the goal of re-building the Financial Position by 2028 will still result in negative reserves at that time. It will however result in substantial improvement in the Rate of Replacement.

Scenario 3, which has the additional goal of improving cash flow, will result in a positive reserve at the end of the planning period (by 2027) in addition to re-building the Financial Position.

Scenario 4, which is the revenue increase program proposed in 2016, also results in a loss in Financial Position over the 11 year review period. In this regard it would also be interpreted as not sustainable.

Interpretation of the results indicates that an annual increase in the order of 6.0% will be required to have a positive reserve balance by 2028. A 6.0% annual increase will also improve the current Financial Position and reduce the Rate of Replacement to a value between the average EUL and remaining EUL.

2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028

FINANCIAL POSITIONFinancial assetsSewage Cash and Reserve Fund 104,420 (727,257) (1,711,553) (2,541,856) (2,826,323) (3,132,917) (3,663,226) (4,018,487) (4,599,944) (5,570,589) (5,926,598) (8,069,371) DC Reserve Fund for Sewage 98,075 119,546 141,339 163,459 185,911 208,700 231,830 255,308 279,138 303,325 327,874 352,793 LS portion of GBSTF Reserve Fund - 132,635 269,912 411,954 558,887 710,839 867,941 1,030,329 1,198,140 1,371,515 1,550,599 1,735,539 A/R from Ontario Parks for GBSTF debt 2,192,565 1,918,494 1,644,424 1,370,353 1,096,283 822,212 548,141 274,071 - - - -

Total FINANCIAL ASSETS 2,395,060 1,443,419 344,122 (596,089) (985,242) (1,391,167) (2,015,313) (2,458,779) (3,122,667) (3,895,750) (4,048,125) (5,981,040) LiabilitiesLong-term debt - 5000157 746,667 653,333 560,000 466,667 373,333 280,000 186,667 93,334 - - - - Long-term debt - PS2 214,628 167,628 120,628 73,628 26,628 - - - - - - - Long-term debt - GBSTF 2,599,517 2,325,446 2,051,376 1,777,305 1,503,235 1,229,164 955,093 681,023 406,952 406,952 406,952 406,952

Total LIABILITIES 3,560,812 3,146,408 2,732,004 2,317,600 1,903,196 1,509,164 1,141,760 774,356 406,952 406,952 406,952 406,952 NET DEBT (Liabilities - Assets) 1,165,752 1,702,989 2,387,881 2,913,689 2,888,438 2,900,331 3,157,074 3,233,136 3,529,619 4,302,702 4,455,077 6,387,992

Non-financial assets (Tangible capital assets)Existing sewers and facilities 23,010,937 23,411,913 23,432,852 23,602,335 23,570,379 22,935,303 22,300,864 21,867,083 21,229,979 20,793,574 20,803,886 20,151,939 Less: Amortization (610,642) (622,536) (633,518) (650,945) (670,087) (670,499) (670,923) (675,360) (675,810) (680,273) (693,751) (694,243) Gain (loss) on disposal of tangible capital assets (70,482) (25,996) - - - - - - - - - - New sewers and facilities - at cost 1,082,100 669,471 803,000 618,990 35,010 36,060 237,142 38,256 239,404 690,586 41,804 1,793,058



Analysis of financial positionEquity in tangible capital assets 19,851,101 20,286,444 20,870,331 21,252,779 21,032,107 20,791,700 20,725,323 20,455,623 20,386,622 20,396,934 19,744,987 20,843,802 Sewage Cash and Reserve Funds (deficit) 104,420 (727,257) (1,711,553) (2,541,856) (2,826,323) (3,132,917) (3,663,226) (4,018,487) (4,599,944) (5,570,589) (5,926,598) (8,069,371) DC Reserve Fund for Sewage 98,075 119,546 141,339 163,459 185,911 208,700 231,830 255,308 279,138 303,325 327,874 352,793 LS portion of GBSTF Reserve Fund - 132,635 269,912 411,954 558,887 710,839 867,941 1,030,329 1,198,140 1,371,515 1,550,599 1,735,539 A/R from Ontario Parks for GBSTF debt 2,192,565 1,918,494 1,644,424 1,370,353 1,096,283 822,212 548,141 274,071 - - - -



2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028

FINANCIAL OPERATIONSRevenueUser Fees 1,611,000 1,625,287 1,639,574 1,653,861 1,668,148 1,682,435 1,696,722 1,711,009 1,725,296 1,739,583 1,753,870 1,768,157 Rental 12,500 12,500 12,500 12,500 12,500 12,500 12,500 12,500 12,500 12,500 12,500 12,500


OtherMiscellaneous Revenue - - - - - - - - - - - -

Total Other REVENUE - - - - - - - - - - - - Total REVENUE 1,623,500 1,637,787 1,652,074 1,666,361 1,680,648 1,694,935 1,709,222 1,723,509 1,737,796 1,752,083 1,766,370 1,780,657

ExpensesSalary - Public Works including OT 2,301 2,347 2,394 2,442 2,491 2,540 2,591 2,643 2,696 2,750 2,805 2,861 Benefits 533 544 555 566 577 588 600 612 624 637 650 663 Utilities 10,000 10,200 10,404 10,612 10,824 11,041 11,262 11,487 11,717 11,951 12,190 12,434 Water 4,500 4,590 4,682 4,775 4,871 4,968 5,068 5,169 5,272 5,378 5,485 5,595 Hydro 170,000 178,500 187,425 196,796 206,636 216,968 227,816 239,207 251,167 263,726 276,912 290,758 Gas 4,500 4,590 4,682 4,775 4,871 4,968 5,068 5,169 5,272 5,378 5,485 5,595 CH2M Contracted Services 557,266 568,411 579,780 591,375 603,203 615,267 627,572 640,123 652,926 665,984 679,304 692,890 Contracted Services 30,844 31,000 31,620 32,252 32,897 33,555 34,227 34,911 35,609 36,321 37,048 37,789 Engineering/Consulting 15,300 15,000 15,300 15,606 15,918 16,236 16,561 16,892 17,230 17,575 17,926 18,285 Insurance 29,761 33,500 34,170 34,853 35,550 36,261 36,987 37,726 38,481 39,251 40,036 40,836 Vehicle & Equipment 5,944 6,063 6,184 6,308 6,434 6,563 6,694 6,828 6,964 7,104 7,246 7,391 GBA Sewer Infrastructure 233,155 447,901 456,859 465,996 475,316 484,822 494,519 504,409 514,497 524,787 535,283 545,989 General MTC & Repair 42,800 58,656 59,829 61,026 62,246 63,491 64,761 66,056 67,377 68,725 70,099 71,501 Realty Tax 48,144 49,107 50,089 51,091 52,113 53,155 54,218 55,303 56,409 57,537 58,688 59,861 Service Charge/Interest - - - - - - - - - - - - Administration Allocation 266,870 272,207 277,652 283,205 288,869 294,646 300,539 306,550 312,681 318,934 325,313 331,819

Subtotal Operating Expense 1,421,918 1,682,617 1,721,624 1,761,679 1,802,817 1,845,072 1,888,482 1,933,087 1,978,925 2,026,038 2,074,471 2,124,267 Interest on debt - GBSTF 38,993 34,882 30,771 26,660 22,549 18,437 14,326 10,215 6,104 6,104 6,104 6,104 Interest on debt - PS2 3,219 2,514 1,809 1,104 399 - - - - - - - Interest on debt - 5000157 20,527 18,147 15,767 13,424 11,007 8,627 6,247 3,878 1,487 - - - Loss (gain) on disposal of tangible capital assets 70,482 25,996 - - - - - - - - - - Amortization of capital assets 610,642 622,536 633,518 650,945 670,087 670,499 670,923 675,360 675,810 680,273 693,751 694,243

Total EXPENSES 2,165,781 2,386,691 2,403,488 2,453,812 2,506,858 2,542,635 2,579,978 2,622,540 2,662,325 2,712,416 2,774,326 2,824,614

Net Revenue (Deficit) for the year (542,281) (748,904) (751,414) (787,452) (826,210) (847,700) (870,757) (899,031) (924,530) (960,333) (1,007,956) (1,043,958)

2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028CASH FLOWOperating TransactionsNet revenue (deficit) for the year (542,281) (748,904) (751,414) (787,452) (826,210) (847,700) (870,757) (899,031) (924,530) (960,333) (1,007,956) (1,043,958) Add-back (deduct) non-cash expense:

Loss (gain) on disposal of tangible capital assets 70,482 25,996 - - - - - - - - - - Amortization of capital assets 610,642 622,536 633,518 650,945 670,087 670,499 670,923 675,360 675,810 680,273 693,751 694,243 Portion of admin. allocation available for PS2 debt 47,000 47,000 47,000 47,000 47,000 26,628 - - - - - - GBA Sewer Infra. allocated to GBSTF reserves - 132,635 135,288 137,993 140,753 143,568 146,440 149,369 152,356 155,403 158,511 161,681

Total OPERATING TRANSACTIONS 185,843 79,263 64,391 48,487 31,630 (7,005) (53,394) (74,303) (96,364) (124,656) (155,694) (188,034)

Capital TransactionsGrowth related - (35,000) - - - - - - - - - - GB and Thedford Pump Station Rehabilitations (921,100) - - - - - - - - - - - Service enhancement (system upgrades) - - (250,000) - - - - - - - - - Replacement of existing works (161,000) (634,471) (553,000) (618,990) (35,010) (36,060) (237,142) (38,256) (239,404) (690,586) (41,804) (1,793,058)

Total CAPITAL TRANSACTIONS (1,082,100) (669,471) (803,000) (618,990) (35,010) (36,060) (237,142) (38,256) (239,404) (690,586) (41,804) (1,793,058)

Investing transactionsProceeds from cash reserves 9,277 1,566 - - - - - - - - - - Proceeds from GBSTF reserves - - 1,990 4,049 6,179 8,383 10,663 13,019 15,455 17,972 20,573 23,259 Proceeds from DC reserves - 1,471 1,793 2,120 2,452 2,789 3,130 3,477 3,830 4,187 4,550 4,918


Financing transactionsFederal/Provincial grants 483,325 - - - - - - - - - - - DC Contributions 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 DC transfer from reserves (to reserves) 743,248 (21,471) (21,793) (22,120) (22,452) (22,789) (23,130) (23,477) (23,830) (24,187) (24,550) (24,918) Transfer from GBSTF reserves (to reserves) - (132,635) (137,277) (142,042) (146,933) (151,952) (157,102) (162,388) (167,811) (173,375) (179,084) (184,940) Property Owners Share 29,934 29,934 29,934 18,526 - - - - - - - - A/R from Ontario Parks for GBSTF debt 519,825 274,071 274,071 274,071 274,071 274,071 274,071 274,071 274,071 - - - Debt repayment - principal - GBSTF (1,283,073) (274,071) (274,071) (274,071) (274,071) (274,071) (274,071) (274,071) (274,071) - - - Debt repayment - principal - PS2 (47,000) (47,000) (47,000) (47,000) (47,000) (26,628) - - - - - - Debt repayment - principal - 5000157 (forcemain) (93,333) (93,333) (93,333) (93,333) (93,333) (93,333) (93,333) (93,333) (93,333) - - -

Total FINANCING TRANSACTIONS 372,926 (244,506) (249,470) (265,969) (289,718) (274,702) (253,566) (259,198) (264,974) (177,562) (183,634) (189,858)

Net Cash Receipts (Payments) for the year (514,055) (831,676) (984,296) (830,303) (284,467) (306,595) (530,309) (355,260) (581,457) (970,646) (356,009) (2,142,773)

Cash at beginning of year 618,474 104,420 (727,257) (1,711,553) (2,541,856) (2,826,323) (3,132,917) (3,663,226) (4,018,487) (4,599,944) (5,570,589) (5,926,598) Cash at end of year 104,420 (727,257) (1,711,553) (2,541,856) (2,826,323) (3,132,917) (3,663,226) (4,018,487) (4,599,944) (5,570,589) (5,926,598) (8,069,371)

Table 7.1AMUNICIPALITY OF LAMBTON SHORES

2017-2028 Financial Plan for Wastewater WorksFINANCIAL PLAN

Revised December 6, 2017Base Case - 0% Revenue Increase

2017-12-06 17160 (Rev. 17Dec6) Wastewater Financial Plan.xls

2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028

FINANCIAL POSITIONFinancial assetsSewage Cash and Reserve Fund 104,420 (636,241) (1,432,608) (1,971,841) (1,855,523) (1,644,671) (1,533,541) (1,115,625) (783,991) (692,996) 170,304 (583,307) DC Reserve Fund for Sewage 98,075 119,546 141,339 163,459 185,911 208,700 231,830 255,308 279,138 303,325 327,874 352,793 LS portion of GBSTF Reserve Fund - 132,635 269,912 411,954 558,887 710,839 867,941 1,030,329 1,198,140 1,371,515 1,550,599 1,735,539 A/R from Ontario Parks for GBSTF debt 2,192,565 1,918,494 1,644,424 1,370,353 1,096,283 822,212 548,141 274,071 - - - -

Total FINANCIAL ASSETS 2,395,060 1,534,435 623,068 (26,075) (14,442) 97,079 114,372 444,082 693,286 981,843 2,048,777 1,505,024 LiabilitiesLong-term debt - 5000157 746,667 653,333 560,000 466,667 373,333 280,000 186,667 93,334 - - - - Long-term debt - PS2 214,628 167,628 120,628 73,628 26,628 - - - - - - - Long-term debt - GBSTF 2,599,517 2,325,446 2,051,376 1,777,305 1,503,235 1,229,164 955,093 681,023 406,952 406,952 406,952 406,952

Total LIABILITIES 3,560,812 3,146,408 2,732,004 2,317,600 1,903,196 1,509,164 1,141,760 774,356 406,952 406,952 406,952 406,952 NET DEBT (Liabilities - Assets) 1,165,752 1,611,973 2,108,936 2,343,675 1,917,638 1,412,085 1,027,388 330,274 (286,334) (574,891) (1,641,825) (1,098,072)




Analysis of financial positionEquity in tangible capital assets 19,851,101 20,286,444 20,870,331 21,252,779 21,032,107 20,791,700 20,725,323 20,455,623 20,386,622 20,396,934 19,744,987 20,843,802 Sewage Cash and Reserve Funds (deficit) 104,420 (636,241) (1,432,608) (1,971,841) (1,855,523) (1,644,671) (1,533,541) (1,115,625) (783,991) (692,996) 170,304 (583,307) DC Reserve Fund for Sewage 98,075 119,546 141,339 163,459 185,911 208,700 231,830 255,308 279,138 303,325 327,874 352,793 LS portion of GBSTF Reserve Fund - 132,635 269,912 411,954 558,887 710,839 867,941 1,030,329 1,198,140 1,371,515 1,550,599 1,735,539 A/R from Ontario Parks for GBSTF debt 2,192,565 1,918,494 1,644,424 1,370,353 1,096,283 822,212 548,141 274,071 - - - -



2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028







Total EXPENSES 2,165,781 2,386,691 2,403,488 2,453,812 2,506,858 2,542,635 2,579,978 2,622,540 2,662,325 2,712,416 2,774,326 2,824,614

Net Revenue (Deficit) for the year (542,281) (657,888) (563,485) (496,382) (425,424) (330,254) (229,317) (125,855) (11,439) 101,308 211,353 342,650

2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028CASH FLOWOperating TransactionsNet revenue (deficit) for the year (542,281) (657,888) (563,485) (496,382) (425,424) (330,254) (229,317) (125,855) (11,439) 101,308 211,353 342,650 Add-back (deduct) non-cash expense:


Total OPERATING TRANSACTIONS 185,843 170,279 252,320 339,556 432,416 510,441 588,045 698,874 816,727 936,984 1,063,615 1,198,574



Investing transactionsProceeds from cash reserves 9,277 1,566 - - - - - - - - - 2,555 Proceeds from GBSTF reserves - - 1,990 4,049 6,179 8,383 10,663 13,019 15,455 17,972 20,573 23,259 Proceeds from DC reserves - 1,471 1,793 2,120 2,452 2,789 3,130 3,477 3,830 4,187 4,550 4,918




Net Cash Receipts (Payments) for the year (514,055) (740,660) (796,367) (539,234) 116,319 210,851 111,130 417,916 331,634 90,995 863,300 (753,611)

Cash at beginning of year 618,474 104,420 (636,241) (1,432,608) (1,971,841) (1,855,523) (1,644,671) (1,533,541) (1,115,625) (783,991) (692,996) 170,304 Cash at end of year 104,420 (636,241) (1,432,608) (1,971,841) (1,855,523) (1,644,671) (1,533,541) (1,115,625) (783,991) (692,996) 170,304 (583,307)

Table 7.1BMUNICIPALITY OF LAMBTON SHORES


Revised December 6, 2017Option 2: Match Financial Position by 2028 - 5.6% Annual Revenue Increase


2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028

FINANCIAL POSITIONFinancial assetsSewage Cash and Reserve Fund 104,420 (629,740) (1,412,293) (1,929,517) (1,782,031) (1,529,810) (1,365,971) (882,774) (471,948) (286,399) 688,390 72,679 DC Reserve Fund for Sewage 98,075 119,546 141,339 163,459 185,911 208,700 231,830 255,308 279,138 303,325 327,874 352,793 LS portion of GBSTF Reserve Fund - 132,635 269,912 411,954 558,887 710,839 867,941 1,030,329 1,198,140 1,371,515 1,550,599 1,735,539 A/R from Ontario Parks for GBSTF debt 2,192,565 1,918,494 1,644,424 1,370,353 1,096,283 822,212 548,141 274,071 - - - -

Total FINANCIAL ASSETS 2,395,060 1,540,936 643,382 16,250 59,050 211,940 281,942 676,933 1,005,329 1,388,440 2,566,863 2,161,010 LiabilitiesLong-term debt - 5000157 746,667 653,333 560,000 466,667 373,333 280,000 186,667 93,334 - - - - Long-term debt - PS2 214,628 167,628 120,628 73,628 26,628 - - - - - - - Long-term debt - GBSTF 2,599,517 2,325,446 2,051,376 1,777,305 1,503,235 1,229,164 955,093 681,023 406,952 406,952 406,952 406,952

Total LIABILITIES 3,560,812 3,146,408 2,732,004 2,317,600 1,903,196 1,509,164 1,141,760 774,356 406,952 406,952 406,952 406,952 NET DEBT (Liabilities - Assets) 1,165,752 1,605,472 2,088,621 2,301,350 1,844,146 1,297,224 859,818 97,423 (598,377) (981,488) (2,159,911) (1,754,058)




Analysis of financial positionEquity in tangible capital assets 19,851,101 20,286,444 20,870,331 21,252,779 21,032,107 20,791,700 20,725,323 20,455,623 20,386,622 20,396,934 19,744,987 20,843,802 Sewage Cash and Reserve Funds (deficit) 104,420 (629,740) (1,412,293) (1,929,517) (1,782,031) (1,529,810) (1,365,971) (882,774) (471,948) (286,399) 688,390 72,679 DC Reserve Fund for Sewage 98,075 119,546 141,339 163,459 185,911 208,700 231,830 255,308 279,138 303,325 327,874 352,793 LS portion of GBSTF Reserve Fund - 132,635 269,912 411,954 558,887 710,839 867,941 1,030,329 1,198,140 1,371,515 1,550,599 1,735,539 A/R from Ontario Parks for GBSTF debt 2,192,565 1,918,494 1,644,424 1,370,353 1,096,283 822,212 548,141 274,071 - - - -



2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028







Total EXPENSES 2,165,781 2,386,691 2,403,488 2,453,812 2,506,858 2,542,635 2,579,978 2,622,540 2,662,325 2,712,416 2,774,326 2,824,614

Net Revenue (Deficit) for the year (542,281) (651,387) (549,672) (474,373) (394,257) (288,884) (176,608) (60,574) 67,753 195,862 322,842 472,778

2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028CASH FLOWOperating TransactionsNet revenue (deficit) for the year (542,281) (651,387) (549,672) (474,373) (394,257) (288,884) (176,608) (60,574) 67,753 195,862 322,842 472,778 Add-back (deduct) non-cash expense:


Total OPERATING TRANSACTIONS 185,843 176,780 266,134 361,566 463,583 551,811 640,754 764,155 895,919 1,031,538 1,175,104 1,328,702



Investing transactionsProceeds from cash reserves 9,277 1,566 - - - - - - - - - 10,326 Proceeds from GBSTF reserves - - 1,990 4,049 6,179 8,383 10,663 13,019 15,455 17,972 20,573 23,259 Proceeds from DC reserves - 1,471 1,793 2,120 2,452 2,789 3,130 3,477 3,830 4,187 4,550 4,918




Net Cash Receipts (Payments) for the year (514,055) (734,159) (782,553) (517,224) 147,486 252,221 163,839 483,197 410,826 185,549 974,789 (615,711)

Cash at beginning of year 618,474 104,420 (629,740) (1,412,293) (1,929,517) (1,782,031) (1,529,810) (1,365,971) (882,774) (471,948) (286,399) 688,390 Cash at end of year 104,420 (629,740) (1,412,293) (1,929,517) (1,782,031) (1,529,810) (1,365,971) (882,774) (471,948) (286,399) 688,390 72,679

Table 7.1CMUNICIPALITY OF LAMBTON SHORES


Revised December 6, 2017Option 3: Positive Cash Reserves by 2028 - 6.0% Annual Revenue Increase


Appendix C

Water and Wastewater Inventory Information

Table C.1

Lambton Shores Water Facility Inventory 2017

Asset

ID Description Location

Installation

Year

Estimated

Useful Life

(EUL)

Closing

NBV

(Reporting

Year)

Replacement

Cost ($)

5103 OMI

2007 10 4,192 48,674

5126 DH4016-DHX2289 2009 5 - 8,839

5597 SB CON PT LOT 36 7875 RAWLINGS RD

1988 0 3,942 7,014

5628 CON 5 PT LOT 22 RP 25R8956 PART 2 Ravenswood Line 2005 0 10,711 12,841

5636

CON LRE PT LOT 38 PART BEING RP

25R7726 PARTS 2 & 3 EXC RP 25R7726 PART 1

9575 PORT

FRANKS RD 1992 0 1,665 2,562

5670 CON SB PT LOT 4 RP 25R2123 1/2 PART 1

8602

TOWNSEND

LINE

1877 0 282 282

5681 PLAN 4 LOT 35 N PT LOT 34 KING ST 2000 0 29,144 38,919

5729 CON 5 NER E PT LOT 27 RP2541051 PART 1 PROJECT #5-0171-71 PUMPHOUSE

7117 WISBEACH

RD TWSP OF

WARWICK

1982 0 2,269 5,293

2939 Northville and Ravenswood Pumping Station Ravenswood 2007 60 146,027 202,534

2947 Thedford Pumping Station Thedford 1987 60 10,076 45,013

2954 Elevated Water Tower, Northville 9575 Port Franks

Rd 1997 60 903,418 2,403,051

2961 High Lift Reservoir, Thedford King St 1987 60 5,248 23,447

2968 Underground Reservoir, Thedford North St 1987 60 24,143 107,855

2975 Standpipe, Arkona 8602 Townsend Line

1986 60 467,504 1,299,167


2948 Thedford Pumping Station Thedford 1987 20 - 16,880



2956 Elevated Water Tower, Northville 9575 Port Franks Rd

1997 20 787 29,667

2963 High Lift Reservoir, Thedford King St 1987 20 - 289

2970 Underground Reservoir, Thedford North St 1987 20 - 1,332

2977 Standpipe, Arkona 8602 Townsend

Line 1986 20 - 16,039




Rd 1997 40 16,537 59,335

2958 High Lift Reservoir, Thedford King St 1987 40 69 579

2965 Underground Reservoir, Thedford North St 1987 40 317 2,663


1986 40 3,171 32,078



2943 Thedford Pumping Station Thedford 1987 30 650 45,013


Rd 1997 30 65,954 296,673

Asset

ID Description Location

Installation

Year

Estimated

Useful Life

(EUL)

Closing

NBV

(Reporting

Year)

Replacement

Cost ($)

2957 High Lift Reservoir, Thedford King St 1987 30 42 2,895

2964 Underground Reservoir, Thedford North St 1987 30 192 13,315


1986 30 - 160,391




Rd 1997 20 787 29,667

2959 High Lift Reservoir, Thedford King St 1987 20 - 289

2966 Underground Reservoir, Thedford North St 1987 20 - 1,332


Line 1986 20 - 16,039



2953 Elevated Water Tower, Northville 9575 Port Franks Rd

1997 50 48,822 148,336

2960 High Lift Reservoir, Thedford King St 1987 50 263 1,447

2967 Underground Reservoir, Thedford North St 1987 50 1,211 6,658


Line 1986 50 12,686 80,195

2942 Northville and Ravenswood Pumping Station Generator

Ravenswood 2007 35 31,280 49,641

TOTAL 2,216,868 5,991,514

Table C.2

Lambton Shores Watermain Inventory 2017

Asset

ID COMMUNITY Description Location

Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)

7101 Lakeshore Rd Townsend Line - Proof Line

1987 80 1,874,582 5,220,204

7102 Lakeshore Rd Proof Line - Ipperwash Rd 1995 80 3,818,615 7,845,902

7103 Lakeshore Rd Ipperwash Rd - Port Franks

Rd 1995 80 6,352,444 13,056,954

7104 Lakeshore Rd Port Franks Rd - Pinetree

Dr 1995 80 12,508,651 25,707,695

7105 Lakeshore Rd Pinetree Dr - Pinedale Rd 1973 80 339,344 1,719,700

3588 Arkona Ann Street Townsend Line - Union

Street 1993 80 53,353 316,966

3589 Arkona Ann Street Union Street - North End of

Road 1993 80 65,493 341,530

3590 Arkona Arkona Road South Boundary - Rock

Glen Road 1993 80 159,740 833,000

3591 Arkona Centre Street Church Street - Union

Street 1993 80 24,121 143,299

3592 Arkona Church Street Centre Street - Ann Street 1993 80 32,587 193,596

3593 Arkona Frank Street Arkona Road - East End of Road

1993 80 26,836 159,432

3594 Arkona

Hobbs

Mackenzie

Drive

Townsend Line - Ann Street

1993 80 149,357 778,855

3595 Arkona John Street Townsend Line - South End

of Road 1993 80 15,814 93,951

3596 Arkona John Street Townsend Line - Victoria

Street 1993 80 11,182 66,430

3597 Arkona John Street Victoria Street - Wellington

Street 1993 80 15,016 78,302

3598 Arkona Richmond

Street

Frank Street - South End of

Road 1993 80 13,258 69,139

3599 Arkona Richmond

Street

Townsend Line - South End

of Road 1993 80 32,747 170,765

3600 Arkona Smith Street Townsend Line - Union Street

1993 80 50,158 261,562

3601 Arkona Smith Street Union Street - North End of

Road 1993 80 19,488 101,626

3602 Arkona Townsend Line

West End Arkona - Rock Glen Road

1993 80 583,850 3,044,615

3603 Arkona Union Street Arkona Road - Ann Street 1993 80 48,880 254,898

3604 Arkona Union Street

West

Arkona Road - West End of

Road 1993 80 15,974 94,900

3605 Arkona Victoria Street Arkona Road - West End of Road

1993 80 29,871 177,463

3606 Arkona Ward Street Arkona Road - Centre

Street 1993 80 15,974 83,300

3607 Arkona Water Street Smith Street - Ann Street 1993 80 15,335 79,968

3608 Arkona Wellington Street

Arkona Road - West End of Road

1993 80 32,267 168,266

3609 Ausable Cut N Burwell

Crescent

Burwell Road - South End

of Road 1998 80 9,742 41,650

3610 Ausable Cut N Burwell Road Ausable River - Canal Street

1998 80 19,485 94,900

3611 Ausable Cut N Burwell Road Canal Street - East End of

Road 1998 80 97,425 474,500

3612 Ausable Cut N Canal Street Burwell Road - North End of Road

1998 80 77,940 379,600

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)

3613 Ausable Cut N East Street Canal Street - North Street 1998 80 29,227 142,350

3614 Ausable Cut N Goosemarsh Line

Goosemarsh Trail - North Street

1998 80 29,227 124,950

3615 Ausable Cut N Goosemarsh

Line

Graham Street - Walker

Road 1998 80 97,425 416,500

3616 Ausable Cut N Goosemarsh Line

Knight Road - Graham Street

1998 80 116,910 499,800


Line North Street - Knight Road 1998 80 29,227 124,950


Trail

Goosemarsh Line - South

End of Road 1998 80 19,485 83,300

3619 Ausable Cut N Graham Street Lakeshore Road -

Goosemarsh Line 1998 80 58,455 249,900

3620 Ausable Cut N Knight Road Lakeshore Road -

Goosemarsh Line 1998 80 38,970 166,600

3621 Ausable Cut N North Street East Street - Goosemarsh

Line 1998 80 48,712 208,250

3622 Ausable Cut N Oakwood

Drive

Goosemarsh Line - Graham

Street 1998 80 107,167 458,150

3623 Ausable Cut N Philip Road Graham Street - Walker

Road 1998 80 97,425 416,500

3624 Ausable Cut N Shore Court Burwell Road - South End

of Road 1998 80 9,742 41,650

3625 Ausable Cut S Eric Street Willsie Line - Prince Philip

Street 1998 80 116,910 499,800

3626 Ausable Cut S Prince Philip

Street Willsie Line - Eric Street 1998 80 97,425 416,500

3627 Ausable Cut S Walden Road Lakeshore Road - Willsie

Line 1998 80 38,970 166,600

3628 Ausable Cut S Willsie Line 1.45km North - Walden

Road 1998 80 58,455 249,900

3629 Ausable Cut S Willsie Line Walden Road - Prince

Philip Street 1998 80 19,485 83,300

3630 Cedarview Cedar Point

Line

Lakeshore Road -

Cedarview Drive 1900 80 - 1,091,350

3631 Cedarview Cedarview Drive

Cedar Point Line - West End of Road

1900 80 - 374,850

3632 Cedarview Keith Street Cedarview Drive - South

End of Road 1990 80 23,700 124,950

3633 Cedarview Marilyn Street Cedarview Drive - South End of Road

1990 80 23,700 124,950

3634 Dalton Dalton Street Julie Avenue - North End

of Road 1998 80 14,614 71,175

3635 Dalton Dalton Street South End of Road - Julie Avenue

1998 80 38,970 166,600

3636 Dalton Daniel

Avenue

Joanne Avenue - West End

of Road 1998 80 19,485 83,300

3637 Dalton Joanne Avenue

South End of Road - North End of Road

1998 80 97,425 416,500

3638 Dalton Julie Avenue Lakeshore Road - Joanne

Avenue 1998 80 29,227 124,950

3639 Dalton Mary Avenue Joanne Avenue - West End

of Road 1998 80 29,227 142,350

3640 Deer Run Jenna Road Lakeshore Road -

Goosemarsh Road 1998 80 58,455 284,700

3641 Deer Run Timberwood Trail

Jenna Road - South End of Road

2006 80 108,916 283,220

3642 Deer Run Timberwood

Trail

Jenna Road - North End of

Road 1991 80 123,138 666,400

4195 Deer Run Easement (South of Lot

22)

Timberwood Trail -

Goosemarsh Line 2011 80 62,691 155,636

3643 Defore Adams Court Haig Line - West End of Road

1998 80 29,227 142,350

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)

3644 Defore Defore Drive Haig Line - West End of Road

1998 80 97,425 416,500

3645 Defore Haig Line Walker Road - Defore

Drive 1998 80 136,395 583,100

4192 East Glen

Estates Fariview Drive

East Glen Drive - North Cul-de-Sac

2011 80 31,688 128,282

4193 East Glen

Estates Easement

Ann Street - North Cul-de-

Sac 2011 80 22,839 92,463

4194 East Glen

Estates East Glen Drive

Ann Street - East Limit 2011 80 30,247 122,451

3648 Forest Albert Street Townsend Line - Maple

Street 1924 80 - 179,095

3649 Forest Ann Street Union Street - Washington Street

1976 80 3,743 67,473

3650 Forest Ann Street Union Street - Eureka Street 1976 80 14,603 263,228

3651 Forest Argyle Street Ann Street - Jefferson

Street 1965 80 1,410 88,179

3652 Forest Argyle Street Clyde Street - Ann Street 1968 80 2,976 143,013

3654 Forest Arthur Street King Street East -

Townsend Line 1972 80 5,292 143,276

3657 Forest Beechwood

Avenue Maple Street - Cemetery 1983 80 41,216 374,850

3658 Forest Bradley Street Prince Street - Albert Street 1972 80 4,092 110,789

3659 Forest Broadway

Street

MacDonald Street - Bayley

Street 1924 80 - 173,264

3660 Forest Broadway Street

Main Street - MacDonald Street

1924 80 - 294,882

3664 Forest Clyde Street Eureka Street - Argyle

Street 1973 80 7,730 186,592

3667 Forest Crozier Street Eureka Street - West End of Road

1973 80 1,863 44,982

3668 Forest East Lane MacKenzie Street -

Broadway Street 1924 80 - 99,127

3669 Forest Eureka Street Clyde Street - Jefferson Street

1972 80 11,200 303,212

3670 Forest Frances Drive South End of road - North

End of Road 1977 80 17,337 304,878

3671 Forest Frances Road Eureka Street - Loop 2006 80 67,592 175,763

3672 Forest George Street Park Lane - Washington Street South

2005 80 28,999 93,002

3673 Forest George Street Washington Street South -

Main Street 2005 80 53,560 150,773

3675 Forest Hubbard Line Town Limit - Argyle Street 1924 80 - 80,801

3678 Forest James Street

North

Queen Street - Townsend

Line 1973 80 10,559 254,898

3680 Forest Jefferson

Street

Argyle Street - Ontario

Street 1924 80 - 88,298


Street

Eureka Street - Argyle

Street 1971 80 2,833 84,966


Street

Union Street - Washington

Street 1976 80 6,100 109,956

3684 Forest Juniper Place Townsend Line - South End

of Road 1977 80 4,358 76,636

3685 Forest King Street

East Albert Street - Arthur Street 1924 80 - 219,079


East

Arthur Street - Townsend

Line 1974 80 13,396 298,935


East Main Street - Albert Street 1924 80 - 220,818


East

Rawlings Road - North

Town Limit 1924 80 - 685,559

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)

3689 Forest King Street East

Townsend Line - Rawlings Road

1974 80 27,218 533,120


West James Street - Main Street 1984 80 13,193 130,013

3691 Forest King Street West

Union Street - James Street 1984 80 24,363 240,097

3692 Forest Leonard

Street

MacNab Street - MacHenry

Street 1972 80 6,000 162,435

3696 Forest MacDonald Street

Royal Street - Morris Street 1972 80 8,554 231,574

3697 Forest MacDonald

Street

South End of Road - Royal

Street 1972 80 16,707 452,319

3698 Forest MacHenry Street

Broadway Street - South End of Road

1961 80 1,428 101,626

3699 Forest MacHenry

Street

Leonard Street - Royal

Street 1972 80 9,138 247,401

3700 Forest MacHenry Street

Royal Street - North End of Road

1972 80 12,523 339,031

3701 Forest MacKenzie

Street Water Street - Bayley Street 1977 80 14,542 255,731

3703 Forest MacNab Street

McKinlay Avenue - Philrobden Drive

1972 80 6,554 177,429

3709 Forest Main Street

South

Broadway Street - King

Street 1924 80 - 119,119


South

George Street - Broadway

Street 1972 80 8,369 226,576


South

Philrobden Drive - Royal

Street 1961 80 4,669 332,367


South Royal Street - George Street 1924 80 - 188,258


South

South Town Limit -

Philrobden Drive 1971 80 9,386 281,554

3714 Forest Maple Street Townsend Line -

Beechwood Avenue 1930 80 - 169,932

3715 Forest McKinlay

Avenue

MacNab Street - North End

of Road 1973 80 6,315 152,439

3721 Forest Palace Street MacDonald Street - Bayley

Street 1972 80 6,738 182,427

3722 Forest Park Lane George Street - Stanley

Street 1977 80 8,147 143,276

3723 Forest Park Lane Stanley Street - Golf Course 1965 80 3,842 205,751

3724 Forest Philrobden

Drive

Main Street - MacNab

Street 1961 80 1,159 82,467

3727 Forest Prince Street Townsend Line - Bradley Avenue

1973 80 3,727 89,964

3728 Forest Queen Street

East Albert Street - Gore Street 1979 80 7,170 103,292

3729 Forest Queen Street East

Main Street - Albert Street 1975 80 11,822 212,415


West Argyle Street - Union Street 1979 80 11,044 159,103

3733 Forest Railway

Street King Street - Victoria Street 1924 80 - 84,966

3734 Forest Rawlings

Road

Townsend Line - Highway

#21 1985 80 56,645 457,317

3735 Forest Royal Street Main Street - MacDonald Street

1924 80 - 244,902

3736 Forest Stanley Street Park Lane - West End of

Road 1977 80 7,200 126,616

3737 Forest Townsend Line

James Street - Main Street 1987 80 21,746 151,504

3738 Forest Townsend

Line

Juniper Avenue - James

Street 1987 80 12,792 89,120

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)


Main Street - Gore Street 1987 80 57,883 403,268

3740 Forest Townsend

Line

Union Street - Juniper

Avenue 1987 80 16,789 116,970


West Town Limit - Union Street

1987 80 25,584 178,240

3744 Forest Union Street Queen Street - Townsend

Line 1974 80 14,714 288,218

3748 Forest Washington Street N.

Ann Street - Jefferson Street

2003 80 30,727 99,960

3749 Forest Washington

Street N.

Jefferson Street - Queen

Street 2003 80 64,526 209,916


Clyde Street - Ann Street 2003 80 26,886 99,645

3751 Forest Washington

Street S. Watt Street - George Street 2003 80 7,938 25,823

3752 Forest Water Street Palace Street - MacKenzie Street

1979 80 9,193 132,447

3754 Forest Wellington

Street East Prince Street - Main Street 1924 80 - 99,960

3755 Forest Wellington Street West

Argyle Street - Ontario Street

1924 80 - 82,467


Street West James Street - Main Street 1924 80 - 99,960


Street West Main Street - Albert Street 1924 80 - 204,085


Street West Union Street - James Street 1976 80 8,827 159,103

3760 Forest William Street West End of Road - Main

Street 1979 80 4,394 63,308

3761 Forest Woodside

Crescent

MacDonald Street - West

End of Road 2003 80 23,301 75,803

3762 Forest York Street King Street East -

Townsend Line 1960 80 1,738 129,948


Street East Lane - Townsend Line 1924 80 - 217,113


Street Bayley Street - East Lane 1958 80 1,674 145,775


Street

Ontario Street - Union

Street 1924 80 - 74,137

4066 Forest Morris Street MacDonald Street - To End 2009 80 66,505 265,727


Street

Morris Street - Church

Avenue 2009 80 84,304 165,767


Broadway Street - MacKenzie Street

2009 80 46,854 92,130


Street

MacKenzie Street - Palace

Street 2009 80 38,822 76,336


Palace Street - Church Avenue

2009 80 48,193 94,762

4156 Forest Albert Street King Street East - Queen

Street 2010 80 68,406 245,204

4157 Forest Albert Street Queen Street - Townsend

Line 2010 80 65,218 187,425


Street

King Street East -

Broadway Street 2010 80 34,493 99,127


Church Avenue - Broadway Street

2010 80 53,334 153,272

4160 Forest MacNab

Street

Philrobden Drive - Royal

Street 2010 80 125,508 360,689


Royal Street - Church Avenue

2010 80 99,421 285,719

4162 Forest Ann Street Washington Street - James

Street 2010 80 16,068 46,648

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)

4163 Forest Argyle Street Wellington Street - Queen Street

2010 80 41,604 120,785

4164 Forest Clyde Street Argyle Street - Ontario

Street 2010 80 28,406 73,359

4165 Forest Clyde Street Ontario Street - Union Street

2010 80 29,266 84,966

4166 Forest Clyde Street Union Street - Washington

Street. N 2010 80 47,629 157,534

4167 Forest Gore Street King Street East - Townsend Line

2010 80 93,250 270,725


North

Jefferson Street - Queen

Street 2010 80 72,305 209,916

4169 Forest James Street North

King Street West - Jefferson Street

2010 80 54,516 158,270


Street Main Street - Prince Street 2010 80 34,431 99,960

4171 Forest Main Street North

Jefferson Street - Wellington Street

2010 80 34,718 89,661


North

King Street - Jefferson

Street 2010 80 32,422 107,237

4173 Forest Main Street North

Wellington Street - Townsend Line

2010 80 117,639 341,530

4174 Forest Ontario Street Clyde Street - Jefferson

Street 2010 80 93,250 270,725

4175 Forest Ontario Street Jefferson Street - Queen

Street 2010 80 73,740 214,081

4176 Forest Prince Street Jefferson Street - Queen

Street 2010 80 83,495 242,403

4177 Forest Prince Street Queen Street - Townsend

Line 2010 80 72,018 209,083

4178 Forest Union Street Ann Street - Wellington

Street 2010 80 67,140 222,066

4179 Forest Union Street King Street West - Ann

Street 2010 80 61,115 202,137

4180 Forest Union Street Wellington Street - Queen

Street 2010 80 40,456 133,809

4181 Forest Bayley Street Church Avenue -

MacKenzie Street 2010 80 143,423 414,001

4182 Forest Bayley Street MacKenzie Street -

Broadway Street 2010 80 28,569 73,359

4183 Forest Church

Avenue

MacDonald Street - Bayley

Street 2010 80 60,601 174,930


South Watt Street - George Street 2010 80 34,341 88,179

4185 Forest MacKenzie

Street

MacDonald Street - Water

Street 2010 80 45,018 129,948

4186 Forest Queen Street West

Union Street - Washington Street

2010 80 39,535 114,121


West

Washington Street - Main

Street 2010 80 51,656 149,107

4188 Forest Victoria Street George Street - Railway Street

2010 80 40,112 115,787

4189 Forest Watt Street George Street - Main Street 2010 80 54,830 180,310


Street West

Ontario Street - Union

Street 2010 80 27,126 78,302

6758 Forest Morris Street Main Street - MacHenry Street

2012 80 71,917 187,902

6759 Forest Morris Street MacHenry Street -

MacDonald Street 2012 80 35,959 90,155

6939 Forest Victoria Street James Street - Rotary Way 2013 80 26,363 45,815

6940 Forest Church Avenue

Main Street - MacHenry Street

2013 80 47,933 83,300

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)

6941 Forest Church Avenue

MacHenry Street - MacDonald Street

2013 80 18,214 31,654

7188 Forest MacNab

Street

South End of Rd to

Mckinlay Ave 2003 80 139,427 215,423

3768 Glendale Bea. Cole Crescent Glendale Drive - Glendale Drive

1993 80 24,341 148,200

3769 Glendale Bea. Easement Lot

8

Lakeview Haven Dr. -

Glendale Drive 1993 80 84,662 441,490

3770 Glendale Bea. Glendale Drive

Cole Crescent West - South End of Road

1993 80 30,427 185,250

3771 Glendale Bea. Glendale

Drive

Easement Lot 80 - Cole

Crescent West 1993 80 36,740 191,590

3772 Glendale Bea. Glendale Drive

Lakeshore Road - Easement Lot 80

1993 80 130,987 683,060

3773 Glendale Bea. Lakeshore

Road

Indian Hills Trail - Golf

Course 1993 80 40,893 213,248

3774 Glendale Bea. Lakeshore Road

Proof Line - Indian HillsTrail

1993 80 596,789 3,545,464

3775 Grand Bend Alberta Street Lake Road - River Road 1969 80 6,680 195,755

3776 Grand Bend Beach Lane South End of Road - Oak

Street 1969 80 3,444 117,819

3777 Grand Bend Beach Street Huron Street - Beach Lane 1969 80 2,729 79,968

3778 Grand Bend Centre Street Elmwood Avenue - Huron

Street 1969 80 4,406 147,095

3779 Grand Bend Centre Street Huron Street - Pine Street 1969 80 1,620 47,481

3780 Grand Bend Centre Street Queens Avenue - Elmwood Avenue

1969 80 2,751 94,107

3781 Grand Bend Dietrich

Crescent

Eilber Road - Dietrich

Crescent 1969 80 3,790 129,675

3782 Grand Bend Eighty-One Crescent

Gill Road - Sauble River Road

1969 80 5,486 183,157

3784 Grand Bend Elmwood

Avenue

Centre Street - Walker

Road 1969 80 6,538 191,590

3785 Grand Bend Elmwood Avenue

Main Street - Centre Street 1969 80 4,264 124,950

3786 Grand Bend Erin Place Gill Road - East End of

Road 2008 80 216,659 458,150

3789 Grand Bend Green Acres Crescent

Ontario Street South - Green Acres Crescent

1969 80 15,862 464,814

3790 Grand Bend Harbour Park

Court

Lake Road - North End of

Road 1997 80 20,140 101,543

3791 Grand Bend Hayter Drive Gill Road - Erin Place 2008 80 57,804 124,950

3792 Grand Bend Heaman Crescent

Lake Road - East End of Road

1997 80 20,516 90,797

3793 Grand Bend Heaman Drive Heaman Crescent - River

Road 1969 80 2,530 74,137

3794 Grand Bend Hill Street Centre Street - Oak Street 1969 80 4,605 134,946

3795 Grand Bend Hill Street Oak Street - North End of

Road 1969 80 2,985 87,465

3796 Grand Bend Huron

Avenue Main Street - Centre Street 1969 80 4,946 144,942

3797 Grand Bend Huron Street Centre Street - Walker

Road 1969 80 6,965 204,085

3798 Grand Bend King Street Huron Avenue - West End

of Road 1969 80 2,985 87,465

3799 Grand Bend King Street Woodward Avenue - Huron

Avenue 1969 80 2,615 87,308

3800 Grand Bend Kitchener

Avenue

Main Street - North End of

Road 1969 80 1,592 46,648

3801 Grand Bend Lake Road Alberta Street - Heaman

Crescent 1969 80 12,508 366,520

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)

3802 Grand Bend Lake Road Heaman Crescent - West End of Road

1997 80 5,647 28,470

3803 Grand Bend Lake Road Heaman Crescent - West

End of Road 1997 80 4,302 22,230

3804 Grand Bend Lake Road Ontario Street North - Alberta Street

1969 80 7,675 224,910

3805 Grand Bend Lakeside

Circle

Main Street West -

Lakeside Circle 1969 80 12,650 370,685

3806 Grand Bend Main Street East

Gill Road - Mollard Line 2002 80 196,523 673,064

3807 Grand Bend Main Street

West

Elmwood Avenue - Queens

Avenue 1980 80 18,310 91,884

3808 Grand Bend Main Street West

Huron Avenue - Elmwood Avenue

1980 80 19,078 114,855

3809 Grand Bend Main Street

West

Queens Avenue - Ontario

Street (Highway #21) 1980 80 15,131 112,931

3810 Grand Bend Main Street West

West End of Road (Turn Around) - Huron Avenue

1980 80 22,623 163,268

3811 Grand Bend Morenz Lane Main Street West - Eilber

Road 1980 80 14,833 185,759

3812 Grand Bend Municipal Drive

Ontario Street North - East End of Road

1980 80 10,604 114,121

3813 Grand Bend Oak Street Elmwood Avenue - Huron

Street 1969 80 3,496 102,459

3814 Grand Bend Oak Street Huron Street - Beach Lane 1969 80 2,757 92,053

3815 Grand Bend Oak Street Ontario Street North -

Queens Avenue 1969 80 5,515 184,106

3816 Grand Bend Oak Street Queens Avenue - Elmwood

Avenue 1969 80 3,525 103,292

3817 Grand Bend Ontario Street

North Main Street - Oak Street 1969 80 6,173 264,771


North

Oak Street - Connecting

Link Sign 1969 80 2,360 103,740


South Lake Road - River Road 1969 80 7,655 328,354

3820 Grand Bend Ontario Street South

Lakeview Avenue - Lake Road

1969 80 28,651 1,078,735


South

Pinedale Road - Lakeview

Avenue 1969 80 9,447 355,691

3822 Grand Bend Ontario Street South

River Road - Main Street 1969 80 2,987 112,455

3823 Grand Bend Orchard Street Lake Road - River Road 1969 80 6,511 273,257

3824 Grand Bend Park Avenue King Street - Centre Street 1969 80 2,445 71,638

3825 Grand Bend Pine Street King Street - Centre Street 1980 80 5,340 57,477

3826 Grand Bend Queens

Avenue Main Street - Oak Street 1969 80 6,411 219,336

3827 Grand Bend River Road Alberta Street - Heaman Drive

1969 80 11,939 349,860

3828 Grand Bend River Road Ontario Street South -

Alberta Street 1969 80 7,789 228,242

3829 Grand Bend Sauble River Road

Main Street East - South End of Road

1969 80 10,489 307,377

3830 Grand Bend Shady Lane Lakeside Circle - South End

of Road 1969 80 2,729 93,366

3831 Grand Bend Shoreline Dr.

North

Lake Road - North End of

Road 1997 80 29,551 130,781


North Lake Road - 100 m South 1997 80 18,822 83,300

3833 Grand Bend Village Gate Ontario Street - East End of

Road 2004 80 44,317 151,840

3834 Grand Bend Walker Street Warwick Avenue - Huron

Street 1969 80 5,316 177,463

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)

3835 Grand Bend Warwick Avenue

Centre Street - Walker Road

1969 80 6,538 218,270

3836 Grand Bend Warwick


3837 Grand Bend Woodward Avenue

Centre Street - Walker Road

1969 80 6,623 221,117

3838 Grand Bend Woodward


4065 Grand Bend Gill Road Highway #81 - 1st Bridge 2009 80 73,991 530,491

6814 Grand Bend Gill Road 1st Bridge - South End of

Road (turn around) 2012 80 32,742 125,268

6840 Grand Bend Erin Pl Gill Rd to Hayter Dr 2012 80 50,393 229,658

6841 Grand Bend Hayter Dr Gill Rd to Erin pl 2012 80 56,302 213,525

7161 Grand Bend Eilber Road South End of Road - Main

Street West 2015 80 92,165 71,638

7295 Grand Bend Erin Pl Hayter Dr to North End 2016 80 258,143 258,143

7314 Grand Bend Summer

Grove Rd Main St E to Brooklawn Dr 2016 80 206,496 206,496

7315 Grand Bend Brooklawn Dr Summer Grove Rd to Deerfield Rd

2016 80 140,411 140,411

7316 Grand Bend Deerfield Rd Brooklawn Dr to Tattersall

Lane 2016 80 165,077 165,077

3839 Huron Woods Huron Woods Drive

Huron Wood Drive - Old River Road

1987 80 171,062 1,281,150

3840 Huron Woods Huron Woods

Lane

Huron Wood Drive - West

End of Road 1987 80 19,007 124,950

3841 Huron Woods Old River Road

Pinetree Drive - Huron Wood Drive

1987 80 88,699 664,300

3842 Huron Woods Pinery Lane Pinetree Drive - West End

of Road 1998 80 19,485 94,900

3843 Huron Woods Pinetree Court Pinetree Drive - North End of Road

1998 80 19,485 83,300

3844 Huron Woods Pinetree

Crescent

Pinetree Drive - Pinetree

Drive 1998 80 59,383 296,400

3845 Huron Woods Pinetree Drive Lakeshore Road - Old River Road

1998 80 389,699 1,666,000

3846 Huron Woods Red Pine Rd Beach O Pines Road -

Beach O'Pines Rd 2006 80 256,274 759,200

3847 Huron Woods Riverview Road

Pinetree Drive - South End of Road

1998 80 68,197 332,150

3848 Huron Woods Sandalwood

Crescent Beach O Pines Road - 2006 80 256,274 666,400

3849 Huron Woods The Trail Huron Wood Drive - Pinetree Drive

1998 80 97,425 416,500

6978 Huron Woods Beach O'pines Lakeshore Rd - Old

Ausable Channel 2004 80 131,658 189,800

6979 Huron Woods Easement Huron Wood Dr - Beach O'Pines Rd

2004 80 69,779 100,594

6980 Huron Woods Beach O'pines Red Pine Rd - Huron Dr 2004 80 52,663 75,920

6981 Huron Woods Huron Dr Beach O'pines Rd - South

end of road 2004 80 722,538 1,041,250

6982 Huron Woods Huron Pl Huron Dr - Huron Dr 2004 80 260,114 374,850

3850 Indian Hills Indian Hills

Trail

Lakeshore Road - End of

Road 1991 80 200,100 1,233,700

3851 Ipperwash Agnes Place William Street - North End of Road

1998 80 19,485 83,300

3852 Ipperwash Army Camp

Road

1.4 km N. of Lakeshore

Road - East Parkway Drive 1998 80 360,471 1,755,650

3853 Ipperwash Army Camp Road

Lakeshore Road - 1.4 km N. of Lakeshore Road

1998 80 272,789 1,166,200

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)

3854 Ipperwash Barbara Street James Street - West End of Road

1998 80 19,485 83,300

3855 Ipperwash Beachway

Drive

West Parkway Drive -

South End of Road 1998 80 87,682 374,850

3856 Ipperwash Bradley Street Maylard Avenue - James Avenue

1998 80 29,227 124,950

3857 Ipperwash Cedar Drive London Road - East End of

Road 1998 80 29,691 148,200

3858 Ipperwash Center Road London Road - Lake 1998 80 29,227 124,950

3859 Ipperwash Clemens Line Army Camp Road - West

End of Road 1998 80 77,940 333,200

3860 Ipperwash East Parkway

Drive

.6 km E. of Ipperwash Road

- Army Camp Road 1998 80 194,849 833,000

3861 Ipperwash East Parkway

Drive

Ipperwash Road - 0.6 km E.

of Ipperwash Road 1998 80 116,910 499,800

3862 Ipperwash Evergreen

Avenue

Beachway Drive - Sunset

Avenue 1998 80 68,197 291,550

3863 Ipperwash Foster

Crescent

Ipperwash Road - North

End of Road 1998 80 77,940 333,200

3864 Ipperwash Gratton Drive Army Camp Road -

Maylard Avenue 1998 80 29,227 124,950

3865 Ipperwash Ipperwash

Road

1 km N. of Lakeshore Road

- Lake Huron 1998 80 553,233 2,506,500

3866 Ipperwash Ipperwash

Road

Lakeshore Road - 1 km N.

of Lakeshore Road 1998 80 245,881 1,114,000

3867 Ipperwash James Avenue Bradley Street - Clemems

Line 1998 80 29,227 124,950

3868 Ipperwash Jane Street London Road - Tobias Lane 1998 80 29,227 124,950

3869 Ipperwash Juniper Street Cedar Drive - London Road 1998 80 38,970 166,600

3870 Ipperwash London Road West Ipperwash Road - Centre Road

1998 80 331,244 1,416,100

3871 Ipperwash Margaret

Place

William Street - North End

of Road 1998 80 19,485 83,300

3872 Ipperwash Mary Street Victoria Avenue - Robert Street

1998 80 38,970 166,600

3873 Ipperwash Maylard

Avenue

Gratton Drive - Clemens

Line 1998 80 77,940 333,200

3874 Ipperwash Peter Crescent London Road - London Road

1998 80 38,970 166,600

3875 Ipperwash Pine Trail

Avenue

Beachway Drive - Sunset

Avenue 1998 80 68,197 291,550

3876 Ipperwash Richardson Drive

East Parkway Drive - South End of Road

1998 80 77,940 333,200

3877 Ipperwash Robert

Avenue

West End of Road - East

End of Road 1998 80 38,970 166,600

3878 Ipperwash Ruth Place William Street - North End of Road

1998 80 14,846 74,100

3879 Ipperwash Spruce Street East End of Road - West

End of Road 1998 80 29,227 124,950

3880 Ipperwash Sunset Avenue

Beachway Drive - Ipperwash Road

1998 80 77,940 333,200

3881 Ipperwash Tanner Road 70m from end - End of

Road 1998 80 10,392 51,870

3882 Ipperwash Tanner Road West Ipperwash Road - 70m from end

1998 80 44,815 218,270

3883 Ipperwash Tobias Lane London Road - West End of

Road 1998 80 19,485 94,900

3884 Ipperwash Victoria Avenue

West Ipperwash Road - East End of Road

1998 80 58,455 284,700

3885 Ipperwash Wakefield

Street

London Road - William

Street

1998 80 29,227 124,950

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)

3886 Ipperwash West Ipperwash

Road

Lakeshore Road - Our

Ponderosa 1998 80 292,274 1,249,500

3887 Ipperwash West Ipperwash

Road

Our Ponderosa - Lake

Huron 1998 80 389,699 1,898,000

3888 Ipperwash West Parkway

Drive

West Ipperwash Road -

Ipperwash Road 1998 80 214,334 916,300

3889 Ipperwash William Street West Ipperwash Road -

Wakefield Street 1998 80 87,682 427,050

3890 L V Grove Beach Street

.15 km W. of Lake V.

Grove Rd. - North End of Road

1990 80 55,300 291,550

3891 L V Grove Birch Street Beach St to Lake Valley Gv 1990 80 23,700 124,950

3892 L V Grove Broadview

Ave.

Proof Line - South End of

Road 1990 80 79,000 416,500

3893 L V Grove Franklin

Street

Oak Avenue - Lake Valley

Grove Rd. 1990 80 23,700 124,950

3894 L V Grove Huron View

Ave

Pioneer Drive - East End of

Road 1990 80 79,000 416,500

3895 L V Grove Lake Valley

Grove Rd.

Oak Avenue - East End of

Road 1990 80 110,599 583,100

3896 L V Grove Oak Avenue Proof Line - Park Street 1990 80 63,200 333,200

3897 L V Grove Park Street Oak Avenue - Lake Valley Grove Rd.

1990 80 23,700 142,350

3898 L V Grove Pioneer Drive Huron View Ave - Lake

Valley Grove Rd. 1990 80 22,910 120,785

3899 Lakeview Hav. Lakeview Haven Dr.

Easement Lot 80 - St. Anthony Crescent

1993 80 14,377 74,970

3900 Lakeview Hav. Lakeview

Haven Dr.

St. Anthony Crescent - St.

Anthony Crescent 1993 80 31,948 166,600

3901 Lakeview Hav. St. Anthony Crescent

Lakeview Haven Dr. - Lakeview Haven Dr.

1993 80 71,883 374,850

3902 Lazy Acres Arkona Road Bog Line - Lazy Lane 1996 80 145,073 666,400

3903 Merrywood Meadowlilly

Crescent

Pineview Crescent -

Merrywood Drive 1990 80 39,500 237,250

3904 Merrywood Merrywood Drive

Ontario Street South - South End of Road

1990 80 77,104 463,112

3905 Merrywood Pineview

Crescent

Meadowlilly Crescent -

Merrywood Drive 1990 80 24,016 144,248

3906 Pinedale John Street Pinedale Road - Lakeview Avenue

1998 80 83,201 355,691

3907 Pinedale Judith Street Edmonds Blvd. - John

Street 1998 80 23,772 101,626

3908 Pinedale Pinedale Road Ontario Street South - John Street

1998 80 18,112 90,402

6839 Pinery Bluff Pinery Bluff

Rd

Lakeshore Rd to Pinery

Bluff Cul-de-sac 2012 80 206,950 646,269

3909 Port Franks Alfred Crescent

Alfred Street - Alfred Street 1998 80 29,227 124,950

3910 Port Franks Alfred Street Nipigon Street - Port Franks

Estates Dr. 1998 80 165,622 708,050

3911 Port Franks Andrea Street Powell Road - North End of Road

1998 80 48,712 208,250

3912 Port Franks Ann Crescent Dolway Drive - Edward

Street 1998 80 68,197 332,150

3913 Port Franks Biddulph Street

Erie Street - Superior Street 1998 80 48,712 208,250

3914 Port Franks Biddulph

Street

Superior Street - East End

of Road 1998 80 38,970 166,600

3915 Port Franks Bond Road Wedd Road - Sanderson Road

1998 80 77,940 333,200

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)

3916 Port Franks Chester Trail Superior Street - East End of Road

1998 80 29,227 124,950

3917 Port Franks Clarke Drive Popular Avenue - Dune

Drive 1998 80 77,940 333,200

3918 Port Franks Clayton Street Nipigon Street - Port Franks Estates Dr.

1998 80 29,227 124,950

3919 Port Franks Cornell Trail Erie Street - East End of

Road 1998 80 17,536 74,970

3920 Port Franks Creek Trail Outer Drive - West End of Road

1998 80 48,712 237,250

3921 Port Franks Currie Place Simcoe Street - East End of

Road 1998 80 19,485 83,300

3922 Port Franks Dolway Drive Outer Drive - Edward Street 1998 80 87,682 374,850

3923 Port Franks Dune Drive Poplar Avenue - Wedd

Road 1998 80 66,806 333,450

3924 Port Franks Edward Street Outer Drive - Mud Creek

Trail 1998 80 77,940 333,200

3925 Port Franks Erie Street Riverside Drive - Biddulph

Street 1998 80 19,485 83,300

3926 Port Franks Erie Street Riverside Drive - South

End of Road 1998 80 29,227 124,950

3927 Port Franks Gillespie

Street

Superior Street - Nipigon

Street 1998 80 136,395 583,100

3928 Port Franks Herbert Street Patrick Street - South End

of Road 1998 80 97,425 416,500

3929 Port Franks Huron Street Riverside Drive - South

End of Road 1998 80 9,742 41,650

3930 Port Franks Katharine

Crescent

Port Franks Estates Dr. -

Herbert Street 1998 80 97,425 416,500

3931 Port Franks McCordic

Lane

Outer Drive - North End of

Road 1998 80 48,712 208,250

3932 Port Franks Mud Creek

Trail

Raeburn Road - East End of

Road 1998 80 44,537 222,300

3933 Port Franks Nipigon Street Gillespie Street - Riverside

Drive 1998 80 38,970 166,600

3934 Port Franks Nipigon Street Riverside Drive - Patrick Street

1998 80 87,682 374,850

3935 Port Franks Nipigon Street Whatman Street - Gillespie

Street 1998 80 59,383 296,400

3936 Port Franks Northville Crescent

Lakeshore Road - Lakeshore Road

1998 80 292,274 1,249,500

3937 Port Franks Ontario Street Port Franks Road -

Riverside Drive 1998 80 120,807 516,460

3938 Port Franks Patrick Street Nipigon Street - East End of Road

1998 80 126,652 541,450

3939 Port Franks Poplar

Avenue

Riverside Drive - Dune

Drive 1998 80 14,846 74,100

3940 Port Franks Port Franks Estate Dr.

Alfred Street - Clayton Street

1998 80 141,730 675,350

3941 Port Franks Port Franks

Estate Dr.

Clayton Street - Powell

Road 1998 80 136,395 664,300


Road

Superior Street - Whatman

Street 1998 80 77,940 333,200


Road

Whatman Street -

Lakeshore Road 1998 80 224,077 957,950

3944 Port Franks Powell Road Port Franks Estates Road - West End of Road

1998 80 48,712 237,250

3945 Port Franks Raeburn Road Dolway Drive - Mud Creek

Trail 1998 80 29,227 124,950

3946 Port Franks Ransford Street

Superior Street - Ontario Street

1998 80 44,815 191,590

3947 Port Franks Riverside

Drive

Outer Drive - Superior

Street 1998 80 270,469 1,225,400

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)

3948 Port Franks Riverside Drive

Superior Street - Nipigon Street

1998 80 126,652 541,450

3949 Port Franks Sanderson

Road Wedd Road - Bond Road 1998 80 48,712 208,250

3950 Port Franks Simcoe Street Gillespie Street - South End of Road

1998 80 9,742 41,650

3951 Port Franks Simcoe Street Gillespie Street - Currie

Place 1998 80 19,485 83,300

3952 Port Franks Superior Street

Riverside Drive - Port Franks Road

1998 80 116,910 499,800

3953 Port Franks Superior

Street

Riverside Drive - Biddulph

Street 1998 80 19,485 83,300

3954 Port Franks Urlin Crescent Port Franks Estates Dr. - South End of Road

1998 80 38,970 166,600

3955 Port Franks Victoria Street Powell Road - Alfred Street 1998 80 77,940 333,200

3956 Port Franks Wedd Road Dune Drive - Sanderson

Road 1998 80 29,227 124,950

3957 Port Franks Whatman

Street

Port Franks Road - Nipigon

Street 1998 80 44,815 191,590

6984 Port Franks Edward Lane Riverside Dr - Nipigon St 1998 80 95,656 166,600

6986 Port Franks Hill Street Kimmerly Drive - 92m East

of Kimmerly Dr 1998 80 44,002 76,636

6987 Port Franks Hill Street 92m East of Kimmerly Dr -

East End 1998 80 22,450 39,088

6988 Port Franks Hazelwood Drive

Hurdon Street - Kimmerly Dr

1998 80 70,959 123,546

6989 Port Franks Hurdon Street Leighton Drive -

Hazelwood Dr 1998 80 51,201 89,206

6990 Port Franks Leighton Drive

Seth Lane - Hurdon St 1998 80 190,641 332,150

6991 Port Franks Leighton

Drive

Hurdon Street - Kimmerly

Dr 1998 80 98,044 170,820

6992 Port Franks Kimmerly

Drive West End - Hill St 1998 80 111,661 194,545

6993 Port Franks Kimmerly

Drive Hill Street - Raeburn Rd 1998 80 186,284 324,558

6994 Port Franks Seth Lane Private Drive off Seth Lane - Lake Huron

1998 80 54,469 94,900

6995 Port Franks Private Drive

off Seth Lane

m West of Seth Lane - Seth

Lane 1998 80 71,742 124,950

6996 Port Franks Private Drive off Seth Lane

m West of Seth Lane - West End

1998 80 36,883 64,216

6998 Port Franks Outer Dr Creek Trail - 7166 Outer Dr 1998 80 108,643 1,503,216

6999 Port Franks Outer Dr Creek Trail - Riverside Dr 1995 80 42,779 82,081

3958 Rural Arkona Road Ravenswood Line -

Kennedy Line 1998 80 409,184 1,749,300

3959 Rural Arkona Road Widder Road - Ravenswood Line

1998 80 272,789 1,166,200

3960 Rural B Line London Water Line - Main

Street East 2005 80 754,276 2,123,317

3961 Rural Blain Road Haig Line - River Road 1998 80 97,425 416,500

3962 Rural Centre Road London Road - Lake 1998 80 29,227 124,950

3963 Rural Cliff Road Freeman Street - South End

of Road 1990 80 31,600 189,800

3964 Rural Cliff Road Freeman Street - North End of Road

1990 80 18,960 99,960

3965 Rural Culbert Street West Parkway Drive - End

of Road 1998 80 19,485 83,300

3966 Rural Easement Ausable River - Highway #21

2005 80 2,906,265 7,668,750

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)

3967 Rural Easement Lot 72-73

Cliff Road - Proof Line 1990 80 110,599 664,300

3968 Rural Freeman

Street Ravine Road - Cliff Road 1990 80 39,500 237,250

3969 Rural Goosemarsh Line

Walker Road - Jenna Road 1998 80 302,017 1,291,150

3970 Rural Gordon Road Ravenswood Line - .75 km

S. of Kennedy 1978 80 79,522 1,082,900

3971 Rural Haig Line Walker Road - Blain Road 1998 80 311,759 1,556,100

3972 Rural Kennedy Line Arkona Road - Lambton

Shores E. End 1978 80 56,978 916,300

3973 Rural Klondyke

Road

.6km E. of Lakeshore Rd. -

Lakeshore Road 1998 80 116,910 499,800

3974 Rural Klondyke

Road

Cold Storage Road - .6km

E. of Lakeshore Rd. 1998 80 584,548 2,499,000

3975 Rural Klondyke

Road

Greenway Road - Cold

Storage Road 1998 80 282,532 1,207,850

3976 Rural Lagoon

Property

Mollard Line - Ausable

River 2005 80 331,420 932,960

3977 Rural Lakeview

Haven Dr.

Lakeshore Road - Easement

Lot 80 1993 80 173,356 958,040

3978 Rural Main Street

East B Line - Mollard Line 2005 80 146,476 412,335

3979 Rural Mollard Line Main Street East - Lagoon

Property 2005 80 682,666 1,921,731

3980 Rural Northville

Road

Port Franks Road -

Townsend Line 2006 80 4,296,114 14,939,854

3981 Rural Pioneer Drive Proof Line - Huron View

Ave 1990 80 24,806 130,781

3982 Rural Port Franks

Road

Northville Road -

Lakeshore Road 1995 80 244,995 1,166,200

3983 Rural Ravenswood

line

Gordon Road - Arkona

Road 1998 80 418,926 1,790,950


line

Northville Road - Gordon

Road 2006 80 741,334 2,148,652

3985 Rural Ravine Road Vance Drive - Freeman Street

1990 80 15,800 83,300

3986 Rural Ravine Road Vance Drive - South End of

Road 1990 80 15,010 79,135

3987 Rural River Road Blain Road - .35km from Greenway Rd.

1998 80 389,699 1,666,000

3988 Rural River Road Tow Road - Blain Road 1998 80 535,836 2,290,750

3989 Rural River Road Tow Road - Bog Line 2006 80 244,071 741,000

3990 Rural Townsend

Line

Northville Road - Arkona

limit 2006 80 1,010,360 3,513,556

3991 Rural Sandy Lane East Parkway Drive - End of Road

1998 80 21,433 104,390

3992 Rural Unnamed

Road

Ipperwash Road - End of

Road 1998 80 136,395 583,100

3993 Rural Vance Drive Lakeshore Road - Ravine Road

1990 80 157,999 833,000

3994 Rural Walker Road .45 East of Goosemarsh -

Haig Line 1998 80 409,184 1,749,300

3995 Rural Walker Road Lakeshore Road - .45 East of Goosemarsh

1998 80 146,137 624,750

3996 Rural Widder Road Springer Line -

Ravenswood Line 1998 80 89,074 444,600

4071 Rural Cedar Point Line

Rawlings Road - 0.625 km E of Rawlings Road

2009 80 60,816 436,250

4072 Rural Cedar Point

Line

0.72 km W of Kinniard -

Kinniard Road

2009 80 70,061 502,560

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)


0.420 km W of Army Camp Road - Army Camp Road

2009 80 40,869 293,160

4074 Rural Decker Road 0.590 km W of Gordon

Road - Gordon Road 2009 80 57,411 411,820

4075 Rural Decker Road 0.400 km W of Arkona Road - 1.205 km W of

Arkona Road

2009 80 78,332 561,890

4076 Rural Jura Line 0.720 km W of Army Camp - Army Camp Road

2009 80 70,061 502,560

4077 Rural Jura Line Army Camp Road - 1.043

km E of Army Camp 2009 80 101,490 728,014

4078 Rural Jura Line 0.275 W Northville Road - Northville Road

2009 80 26,759 191,950

4079 Rural Jura Line Gordon Road - 1.055 km E

of Gordon Road 2009 80 102,658 736,390

4080 Rural Jura Line 0.490 km W of Arkona

Road - Arkona Road 2009 80 47,680 342,020

4081 Rural Petticoat Line 0.515 km W of Jericho -

Jericho Road 2009 80 50,113 359,470

4082 Rural Petticoat Line Army Camp Road - 0.225 km E of Army Camp

2009 80 21,894 157,050

4083 Rural Rawlings

Road

Lakeshore Road - 1.0 km S

of Lakeshore 2009 80 97,306 698,000

4084 Rural Rawlings Road

Thomson Line - 1.280 km N of Thomson Line

2009 80 124,552 893,440

4085 Rural Sitter Road Kennedy Line - 0.8 km N

of Kennedy Line 2009 80 77,845 558,400

4086 Rural Thomson Line Rawlings Road - 0.670 km E of Rawlings Road

2009 80 65,195 467,660

4087 Rural Thomson Line Army Camp Road - 0.770

km E of Army Camp Road 2009 80 74,926 537,460

4088 Rural Thomson Line Jericho Road - 1.090 km E of Jericho Road

2009 80 106,064 760,820

4089 Rural Arkona Road

0.253 km North of

Thomson Line - Thomson Line

2009 80 24,618 187,473

4090 Rural Arkona Road Thomson Line - Rock Glen

Road 2009 80 701,870 5,344,833

4091 Rural Army Camp Road

Ravenswood Line - Bruce Scott Road

2009 80 175,151 1,333,800

4092 Rural Army Camp

Road Townsend Line - Jura Line 2009 80 141,094 1,074,450


Jura Line - Cedar Point Line

2009 80 199,478 1,519,050


Road

Cedar Point Line - Ridge

Road 2009 80 204,343 1,556,100


Ridge Road - Thomson Line

2009 80 121,633 926,250


Road

Thomson Line -

Ravenswood Line 2009 80 204,343 1,556,100

4097 Rural Brush Road Douglas Line - Hubbard Line

2009 80 340,572 2,593,500

4098 Rural Brush Road Hubbard Line - Townsend

Line 2009 80 65,001 494,988


Lakeshore Road - Dolmage Road

2009 80 175,151 1,333,800

4100 Rural Douglas Line Forest Road - Brush Road 2009 80 183,714 1,399,008

4101 Rural Elarton Road Hickory Creek Line -

Townsend Line 2009 80 214,074 1,630,200

4102 Rural Elliott Road Kennedy Line - Port Franks Road

2009 80 262,727 2,000,700

4103 Rural Forest Road Douglas Line - Hickory

Creek Line 2009 80 19,461 148,200

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)

4104 Rural Gordon Road Townsend Line - Jura Line 2009 80 272,458 2,074,800

4105 Rural Gordon Road Jura Line - Cedar Point Line

2009 80 204,343 1,556,100

4106 Rural Gordon Road Cedar Point Line - Ridge

Road 2009 80 223,805 1,704,300

4107 Rural Gordon Road Ridge Road - Thomson Line

2009 80 97,306 741,000

4108 Rural Gordon Road Thomson Line - Decker

Line 2009 80 82,710 629,850

4109 Rural Hickory

Creek Line Elarton Road - Forest Road 2009 80 244,725 1,863,615

4110 Rural Hubbard Line Brush Road - Town limit 2009 80 129,807 988,494

4111 Rural Ipperwash

Road

0.315 S of Lakeshore Road

- Ravenswood Line 2009 80 90,981 692,835

4112 Rural Jericho Road Ravenswood Line - Bruce

Scott Road 2009 80 102,172 778,050

4113 Rural Kennedy Line Northville Road - Gordon

Road 2009 80 204,343 1,556,100

4114 Rural Kennedy Line Gordon Road - Arkona

Road 2009 80 204,343 1,556,100

4115 Rural Kinnaird

Road Townsend Line - Jura Line 2009 80 92,441 703,950

4116 Rural Kinnaird

Road

Jura Line - Cedar Point

Line 2009 80 107,037 815,100

4117 Rural Kinnaird Road

Cedar Point Line - Proof Line

2009 80 165,421 1,259,700

4118 Rural Kinnaird

Road Proof Line - Thomson Line 2009 80 160,555 1,222,650

4119 Rural Kinnaird Road

Thomson Line - Ravenswood Line

2009 80 209,209 1,593,150

4120 Rural Proof Line Rawlings Road - Kinniard

Road 2009 80 204,343 1,556,100

4121 Rural Proof Line Lakeshore Road - Fuller

Road 2009 80 213,101 1,622,790

4122 Rural Proof Line Kinniard Road - Army

Camp Road 2009 80 204,343 1,556,100

4123 Rural Ravenswood Line

Ipperwash Road - Army Camp Road

2009 80 204,343 1,556,100


Line

Army Camp Road -

Northville Road 2009 80 403,821 3,075,150


Enterprise DrIve - Cedar Point Line

2009 80 169,800 1,293,045

4126 Rural Rawlings

Road

Cedar Point Line - Proof

Line 2009 80 161,528 1,230,060


Proof Line - Thomson Line 2009 80 162,502 1,237,470

4128 Rural Ridge Road Army Camp Road - Jericho

Road 2009 80 204,343 1,556,100

4129 Rural Ridge Road Northville Road - Gordon Road

2009 80 204,343 1,556,100

4130 Rural Ridge Road Gordon Road - Arkona

Road 2009 80 214,074 1,630,200

4131 Rural Townsend Line

Lakeshore Road - Hillsboro Road

2009 80 126,498 963,300

4132 Rural Widder Road Ravenswood Line - Gordon

Road 2009 80 233,535 1,778,400

4133 Rural Wood Drive Lakeshore Road - To end of Road

2009 80 132,142 1,006,278


Road

Bruce Scott Road -

Lakeshore Road 2009 80 24,327 208,250

4135 Rural Bruce Scott Road

Army Camp Road - Jericho Road

2009 80 252,996 2,165,800

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)

4136 Rural Fuller Road Townsend Line - Cedar Point Line

2009 80 203,759 1,744,302

4137 Rural Fuller Road Cedar Point Line - Proof

Line 2009 80 160,945 1,377,782

4138 Rural Fuller Road Proof Line - Thomson Line 2009 80 165,421 1,416,100

4139 Rural Fuller Road Thomson Line - Lakeshore Road

2009 80 126,498 1,082,900

4140 Rural Jericho Road Townsend Line - Jura Line 2009 80 184,882 1,582,700

4141 Rural Jericho Road Jura Line - Cedar Point

Line 2009 80 204,343 1,749,300

4142 Rural Jericho Road Cedar Point Line - Ridge

Road 2009 80 199,478 1,707,650

4143 Rural Jericho Road Ridge Road - Thomson

Line 2009 80 121,633 1,041,250

4144 Rural Jericho Road Thomson Line -

Ravenswood Line 2009 80 204,343 1,749,300

4145 Rural Ridge Road Jericho Road - Northville

Road 2009 80 204,343 1,749,300

4146 Rural Townsend

Line

0.390 W of Kinnard Road -

Northville Road 2009 80 656,818 5,622,750

4147 Rural Ipperwash

Road

Lakeshore Road - 1.345 km

N of Lakeshore Road 2009 80 130,877 1,276,405

4148 Rural Jericho Road Bruce Scott Road -

Kennedy Line 2009 80 97,306 949,000

4149 Rural Jericho Road Kennedy Line - Lakeshore Road

2009 80 116,768 1,138,800

4150 Rural Kennedy Line Jericho Road - Elliott Road 2009 80 68,114 664,300

4151 Rural Kennedy Line Elliott Road - Northville

Road 2009 80 136,229 1,328,600

6985 Rural Greenway Rd Klondyke Rd - River Rd 1998 80 129,884 524,790

7000 Rural Rock Glen Rd Townsend Line - Arkona Rd

2009 80 280,778 2,151,123

3997 Southcott Albert Street Shoreline Drive South -

Allison Avenue 1978 80 4,662 74,970

3998 Southcott Allison Avenue

Brewster Blvd. North - William Street

1978 80 10,256 164,934

3999 Southcott Beaver Dam

Court

Beaver Dam Crescent -

South End of Road 1985 80 5,159 41,650

4000 Southcott Beaver Dam Crescent

Grand Oaks Drive - Grand Oaks Drive

1985 80 61,908 499,800

4001 Southcott Birch Lane Pines Parkway - West End

of Road 1978 80 5,698 91,630

4002 Southcott Brewster Blvd.

Pines Parkway - Shoreline Drive

1978 80 15,539 249,900

4003 Southcott Brewster

Blvd. North

Shoreline Drive South -

Pines Parkway 1978 80 16,316 298,935

4004 Southcott BrookbankCourt

Riverside Drive - West End of Road

1985 80 10,318 83,300

4005 Southcott Christie Blvd. .128 km S. on Christie

Blvd. - Pines Parkway 1978 80 5,052 94,848

4006 Southcott Christie Blvd. Pines Parkway - .20 km East

1978 80 10,360 189,800

4007 Southcott Dogwood

Drive

Grand Oaks Drive - Grand

Oaks Drive 1985 80 61,908 499,800

4008 Southcott Grand Oaks

Drive

Lakeview Avenue -

Lakeview Avenue 1985 80 134,133 1,082,900

4009 Southcott Havenpark

Court

Parkside Crescent - South

End of Road 1985 80 10,318 94,900

4010 Southcott Lakeview

Avenue

Old Ausable Channel -

Pines Parkway 1985 80 98,020 791,350

4011 Southcott Lakeview

Avenue

Ontario Street South - Old

Ausable Channel 1985 80 24,557 198,254

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)

4012 Southcott Liveoak Crescent

Trillium Avenue - Maplewood Avenue

1985 80 20,636 189,800

4013 Southcott Maplewood

Avenue

Grand Oaks Drive -

Shoreline Drive 1985 80 61,908 499,800

4014 Southcott Oakburn Court

Riverside Drive - North End of Road

1985 80 10,318 83,300

4015 Southcott Parkside

Crescent

Lakeview Avenue -

Lakeview Avenue 1985 80 30,954 249,900

4016 Southcott Pines Parkway

.30 km East Christie Blvd. - Lake Road

1978 80 23,931 384,846

4017 Southcott Pines

Parkway

Brewster Blvd. - .30 km

East 1978 80 15,539 284,700

4018 Southcott Princess Street

Riverside Drive - Pines Parkway

1978 80 8,236 150,891

4019 Southcott Riverside

Drive

Lakeview Avenue - .25 km

east 1978 80 12,949 208,250

4020 Southcott Riverside Drive

Oakburn Court - Pines Parkway

1978 80 21,548 346,528

4021 Southcott Sherwood

Crescent

Lakeview Avenue -

Lakeview Avenue 1978 80 36,259 583,100

4022 Southcott Shoreline Drive South

1.1 km East - Lake Road 1985 80 29,612 239,071

4023 Southcott Shoreline

Drive South

Maplewood Avenue - 1.1

km East 1985 80 113,497 1,043,900

4024 Southcott Sumac Court Grand Oaks Drive - East

End of Road 1985 80 10,318 83,300

4025 Southcott Trillium

Avenue

Grand Oaks Drive -

Maplewood Avenue 1985 80 25,795 208,250

4026 Southcott William Street Pines Parkway - Shoreline

Drive South 1978 80 9,324 149,940

4027 Southcott Woodpark

Court

Parkside Crescent - South

End of Road 1985 80 10,318 83,300

6983 Southcott Shoreline Dr

S

Maplewood Ave - Beach

O'Pines Rd 1985 80 74,666 199,920

4029 Thedford Allen Street King Street - Elizabeth

Street 1979 80 19,857 244,069

4030 Thedford Anne Street Royal Street - Mill Street 1979 80 24,600 344,487

4031 Thedford Cameron

Street Victoria Street - Mill Street 1979 80 12,402 173,667

4032 Thedford Coultis Road Ravenswood Line - Franklin Street

1982 80 12,503 119,952

4033 Thedford Deacon Street Second St - Third Street 1979 80 4,857 69,972

4034 Thedford Deacon Street Third Street - Fourth Street 2007 80 54,797 149,942

4035 Thedford Dumfries

Street Allen Street - Nelson Street 1979 80 15,316 214,474

4036 Thedford Dumfries Street

Pherril Street - Adna Street 1979 80 8,336 116,727

4037 Thedford Elizabeth

Street

Allen Street - Ravenswood

Line 1995 80 92,789 412,335

4038 Thedford Fourth Street Deacon Street - South End of Road

2007 80 72,485 198,341

4039 Thedford Franklin

Street

King Street - Elizabeth

Street 1995 80 45,176 200,753

4040 Thedford Golfview Third Street - East End of Road

2000 80 37,050 132,447

4041 Thedford King Street Decker Road - Ontario

Street 1979 80 24,262 298,214

4042 Thedford King Street Franklin Street - Ravenswood Line

1979 80 13,554 166,600

4043 Thedford King Street Ontario Street - Main Street 1979 80 6,303 77,469

4044 Thedford Louisa Street Main Street - Cameron

Street 1979 80 14,909 183,260

Asset


Installation

Year

Expected

Useful Life

(Years)

Closing

NBV

(Reporting

Year $)

Replacement

Cost ($)

4045 Thedford Main Street King Street - Fourth Street 1979 80 66,753 820,505

4046 Thedford Mill Street Main Street - South End of Road

1979 80 15,994 196,588

4047 Thedford Nelson Street Dumfries Street - King

Street 1979 80 5,060 72,618

4048 Thedford Ontario Street King Street - Victoria Street 1979 80 21,348 298,935

4049 Thedford Pearl Street Franklin Street -

Ravenswood Line 1979 80 13,757 192,647

4051 Thedford Royal Street Main Street - South End of

Road 1995 80 43,114 191,590

4052 Thedford Second Street Main Street - Deacon Street 1979 80 8,539 104,958

4053 Thedford Springer Road Main Street - Widder Road 1998 80 32,735 159,432

4054 Thedford Third Street Main Street - South End of

Road 1979 80 19,992 279,955

4064 Thedford Victoria Street Main Street - Ontario Street 2009 80 153,842 210,749

4191 Thedford Allen Street West End - King Street 2011 80 131,441 334,048

6937 Thedford Pherrill Street West End of Road - King Street

2013 80 31,160 74,970

6938 Thedford Pearl Street Allen St - Franklin Street 2013 80 126,716 304,878

6976 Thedford King St Main St - Franklin St 1979 80 159,342 526,410

6977 Thedford King St Ravenswood Line -

Franklin St 1995 80 98,899 189,800

7134 Thedford Deacon Street Second Street to Mill st 2015 80 121,823 96,628

4056 Van Dongen Elizabeth

Street Jane Street - Leonard Street 1990 80 44,202 259,750

4057 Van Dongen Jane Street .05 km E. of Wilbert St - South End of Road

1990 80 47,400 249,900

4058 Van Dongen Jane Street Parkview Crescent - .05 km

E. of Wilbert St 1990 80 35,362 207,800

4059 Van Dongen Leonard Street

Elizabeth Street - Parkview Cescent

1990 80 55,300 332,150

4060 Van Dongen Leonard

Street

Jane Street - Elizabeth

Street 1990 80 63,200 333,200

4061 Van Dongen Parkview Crescent

Lakeshore Road - Lakeshore Road

1990 80 156,494 963,300

4062 Van Dongen Wilbert Street Jane Street - Leonard Street 1990 80 55,300 291,550

4063 Van Dongen Wilbert Street Jane Street - Leonard Street 1990 80 55,300 291,550

6997 Wee Lake

Estates Jennison Cres

Lakeshore Rd - Jennison

Cres 2000 80 336,427 549,780

TOTAL 81,736,496 352,572,949

Table C.3

Lambton Shores Sewer Facility Inventory 2017

Asset

ID Name Description Location

In-Service

Date

Expected

Useful

Life

(EUL)

Closing NBV

(Reporting

Year)

Replacement

Cost ($)

2365 Forest - Lagoon 3 Cells

3 Cells Forest 1970 50 Years 4,787 374,675

7272 GBSTF Sewage Treatment

Facility Mollard Line 2016 40 Years 672,349 672,349

7271 GBSTF - Process Equipment

sewage treatment plant

Mollard Line 2016 30 Years 2,689,396 619,839

7291 Gill Rd pump station Gill Rd pump

station

Gill Rd pump

station 2016 52 Years 30,160 30,160

7292 Gill Rd pump station Gill Rd pump station

Gill Rd pump station

2016 12 Years 7,830 7,830


station

Gill Rd pump

station 2016 12 Years 12,180 12,180



2016 32 Years 16,240 16,240


station

Gill Rd pump

station 2016 12 Years 6,090 6,090



2016 42 Years 9,744 9,744

2363 Grand Bend Lagoon -

3 Cells 3 Cells

Grand Bend -

Mollard Line 1981 50 Years 47,348 673,737

2366 Indian Hills - Lagoon

2 Cells 2 Cells Indian Hills 1990 40 Years 82,491 475,571

7275 North End Treatment

Plant

Sewage Treatment

Plant Mollard Line 2016 60 Years 4,146,152 4,146,152


Plant

Sewage Treatment



Plant

Sewage Treatment

Plant Mollard Line 2016 20 Years 896,465 896,465


Plant

Sewage Treatment



Plant

Sewage Treatment



Plant

Sewage Treatment


7287 Pump Station - Gill

Rd

Pump Station - Gill

Rd

Pump Station -

Gill Rd 2016 22 Years 25,520 25,520

2430 Pump Station - Wet

Well, Alberta St GB

Wet Well, Alberta

St GB Alberta St GB 1981 60 Years 9,791 75,231


Well, Alberta St GB

Wet Well, Alberta

St GB Alberta St GB 1981 20 Years - 28,212


Well, Alberta St GB

Wet Well, Alberta


2433 Pump Station - Wet Well, Alberta St GB

Wet Well, Alberta St GB

Alberta St GB 1981 35 Years - 22,315


Well, Alberta St GB

Wet Well, Alberta

St GB Alberta St GB 1981 40 Years 1,713 43,885



Alberta St GB 1981 30 Years 46,631 75,231


Well, Alberta St GB

Wet Well, Alberta




Alberta St GB 1981 50 Years 17,894 25,077


Well, Beach Lift GB

Wet Well, Beach

Lift GB Main St 2000 60 Years 34,618 77,044

2492 Pump Station - Wet Well, Beach Lift GB

Wet Well, Beach Lift GB

Main St 2000 20 Years 3,540 28,892


Well, Beach Lift GB

Wet Well, Beach




Main St 2000 35 Years 7,601 22,853

Asset


In-Service

Date

Expected

Useful

Life

(EUL)

Closing NBV

(Reporting

Year)

Replacement

Cost ($)



Main St 2000 40 Years 16,522 44,942


Well, Beach Lift GB

Wet Well, Beach

Lift GB Main St GB 2000 30 Years 22,030 77,044



Main St 2000 20 Years 2,754 22,471


Well, Beach Lift GB

Wet Well, Beach


2438 Pump Station - Wet Well, Green Acres

GB

Wet Well, Green

Acres GB

Green Acres

GB 1981 60 Years 9,791 75,231

2439 Pump Station - Wet Well, Green Acres

GB

Wet Well, Green

Acres GB

Green Acres

GB 1981 20 Years - 28,212

2440

Pump Station - Wet

Well, Green Acres

GB

Wet Well, Green

Acres GB

Green Acres

GB 1981 20 Years - 43,885

2435

Pump Station - Wet

Well, Green Acres GB

Wet Well, Green

Acres GB

Green Acres

GB 1981 40 Years 1,713 43,885

2434

Pump Station - Wet

Well, Green Acres GB

Wet Well, Green Acres GB

Green Acres GB

1981 30 Years - 75,231

2436

Pump Station - Wet

Well, Green Acres

GB


Green Acres GB

1981 20 Years - 21,942

2437

Pump Station - Wet

Well, Green Acres

GB


Green Acres GB

1981 50 Years 2,350 25,077

2445 Pump Station - Wet Well, Harbour Bldg

GB

Wet Well, Harbour

Bldg GB 91 River Rd 1981 60 Years 2,614 20,083

2446 Pump Station - Wet Well, Harbour Bldg

GB

Wet Well, Harbour

Bldg GB 91 River Rd 1981 20 Years - 7,531

2447

Pump Station - Wet

Well, Harbour Bldg GB

Wet Well, Harbour

Bldg GB 91 River Rd 1981 20 Years - 11,715

2442

Pump Station - Wet

Well, Harbour Bldg GB

Wet Well, Harbour

Bldg GB 91 River Rd 1981 40 Years 457 11,715

2441

Pump Station - Wet

Well, Harbour Bldg

GB

Wet Well, Harbour Bldg GB

91 River Rd 1981 30 Years - 20,083

2443

Pump Station - Wet

Well, Harbour Bldg

GB


91 River Rd 1981 20 Years - 5,858

2444

Pump Station - Wet

Well, Harbour Bldg

GB


91 River Rd 1981 50 Years 627 6,695


Well, Indian Hills Indian Hills

Indian Hills W Road

Allowance

1990 60 Years 6,026 21,456



Indian Hills W Road

Allowance

1990 20 Years - 8,046



Indian Hills W

Road Allowance

1990 20 Years - 12,516



Indian Hills W

Road Allowance

1990 40 Years 2,171 12,516

2389 Pump Station - Wet Well, Indian Hills

Indian Hills

Indian Hills W

Road

Allowance

1990 30 Years 45,182 21,456

Asset


In-Service

Date

Expected

Useful

Life

(EUL)

Closing NBV

(Reporting

Year)

Replacement

Cost ($)



Indian Hills W Road

Allowance

1990 20 Years - 6,258



Indian Hills W Road

Allowance

1990 50 Years 16,290 7,152

2476

Pump Station - Wet

Well, Industrial Park Forest

Wet Well, Industrial

Park Forest

Industrial Park

Forest 1995 60 Years 26,246 78,967

2477

Pump Station - Wet

Well, Industrial Park Forest


Park Forest

Industrial Park

Forest 1995 20 Years - 29,613

2478

Pump Station - Wet

Well, Industrial Park

Forest

Wet Well, Industrial Park Forest

Industrial Park Forest

1995 20 Years - 46,064

2473

Pump Station - Wet

Well, Industrial Park

Forest

Wet Well, Industrial Park Forest

Industrial Park Forest

1995 40 Years 11,188 46,064

2472 Pump Station - Wet Well, Industrial Park

Forest


Park Forest

Industrial Park

Forest 1995 30 Years 12,114 78,967


Forest


Park Forest

Industrial Park

Forest 1995 20 Years - 23,032


Forest


Park Forest

Industrial Park

Forest 1995 50 Years 7,807 26,322


Well, Lake Road GB

Wet Well, Lake

Road GB Lake Road GB 1998 60 Years 29,949 79,094


Well, Lake Road GB

Wet Well, Lake



Well, Lake Road GB

Wet Well, Lake



Well, Lake Road GB

Wet Well, Lake



Well, Lake Road GB

Wet Well, Lake



Well, Lake Road GB

Wet Well, Lake



Well, Lake Road GB

Wet Well, Lake


2468

Pump Station - Wet

Well, Main Lift

Arkona

Wet Well, Main Lift Arkona

61 Ann St 1995 60 Years 26,246 78,967

2469 Pump Station - Wet Well, Main Lift

Arkona

Wet Well, Main Lift

Arkona 61 Ann St 1995 20 Years 5,130 29,613


Arkona

Wet Well, Main Lift

Arkona 61 Ann St 1995 20 Years - 46,064


Arkona

Wet Well, Main Lift


2465

Pump Station - Wet

Well, Main Lift Arkona

Wet Well, Main Lift


2464

Pump Station - Wet

Well, Main Lift Arkona

Wet Well, Main Lift


2466

Pump Station - Wet

Well, Main Lift

Arkona


61 Ann St 1995 20 Years - 23,032

2467

Pump Station - Wet

Well, Main Lift

Arkona


61 Ann St 1995 50 Years 7,807 26,322

Asset


In-Service

Date

Expected

Useful

Life

(EUL)

Closing NBV

(Reporting

Year)

Replacement

Cost ($)


Forest

Wet Well, Main Lift

Forest 55 Clyde St 1970 60 Years 2,319 62,218


Forest

Wet Well, Main Lift

Forest 55 Clyde St 1970 20 Years - 23,332

2485

Pump Station - Wet

Well, Main Lift Forest

Wet Well, Main Lift


2486

Pump Station - Wet

Well, Main Lift Forest

Wet Well, Main Lift

Forest 55 Clyde St 1995 35 Years 4,791 23,423

2480

Pump Station - Wet

Well, Main Lift

Forest

Wet Well, Main Lift Forest

55 Clyde St 1970 40 Years - 36,294

2479

Pump Station - Wet

Well, Main Lift

Forest

Wet Well, Main Lift Forest

55 Clyde St 1970 30 Years 7,173 62,218


Forest

Wet Well, Main Lift



Forest

Wet Well, Main Lift

Forest 55 Clyde St 1970 50 Years 265 20,739


Grand Bend

Wet Well, Main Lift

Grand Bend

Main Lift

Grand Bend 1981 60 Years 15,857 121,840

2401

Pump Station - Wet

Well, Main Lift Grand Bend

Wet Well, Main Lift

Grand Bend

Main Lift

Grand Bend 1981 20 Years - 45,690

2402

Pump Station - Wet


Wet Well, Main Lift

Grand Bend

Main Lift

Grand Bend 1981 20 Years - 71,073

7269

Pump Station - Wet

Well, Main Lift

Grand Bend

Wet Well, Main Lift

Grand Bend

Main Lift

Grand Bend 2016 35 Years 51,511 51,511

7266

Pump Station - Wet

Well, Main Lift

Grand Bend

Wet Well, Main Lift Grand Bend

Main Lift Grand Bend

2016 40 Years 154,532 154,532


Grand Bend

Wet Well, Main Lift

Grand Bend

Main Lift

Grand Bend 2016 30 Years 270,431 270,431


Grand Bend

Wet Well, Main Lift

Grand Bend

Main Lift

Grand Bend 2016 20 Years 77,266 77,266

7268

Pump Station - Wet


Wet Well, Main Lift

Grand Bend

Main Lift

Grand Bend 2016 50 Years 90,144 90,144

2452

Pump Station - Wet

Well, Main Lift Thedford

Wet Well, Main Lift

Thedford

King St Lift

Thedford 1979 60 Years 7,017 55,929

2453

Pump Station - Wet

Well, Main Lift

Thedford

Wet Well, Main Lift

Thedford

King St Lift

Thedford 1979 20 Years - 20,973

2454

Pump Station - Wet

Well, Main Lift

Thedford

Wet Well, Main Lift Thedford

King St Lift Thedford

1979 20 Years - 32,625

2449

Pump Station - Wet

Well, Main Lift

Thedford

Wet Well, Main Lift Thedford

King St Lift Thedford

1979 40 Years 801 32,625

2448

Pump Station - Wet Well, Main Lift

Thedford

Wet Well, Main Lift

Thedford

King ST Lift


Asset


In-Service

Date

Expected

Useful

Life

(EUL)

Closing NBV

(Reporting

Year)

Replacement

Cost ($)


Thedford

Wet Well, Main Lift

Thedford

King St Lift



Thedford

Wet Well, Main Lift

Thedford

King St Lift

Thedford 1979 50 Years 1,586 18,643

2460

Pump Station - Wet

Well, Main St E Thedford

Wet Well, Main St

E Thedford

228 Main St

Thedford 1979 60 Years 7,858 62,633

2461

Pump Station - Wet


Wet Well, Main St

E Thedford

228 Main St


2462

Pump Station - Wet

Well, Main St E

Thedford

Wet Well, Main St E Thedford

228 Main St Thedford

1979 20 Years - 36,536

2463

Pump Station - Wet

Well, Main St E

Thedford

Wet Well, Main St E Thedford

228 Main St Thedford

2004 35 Years 16,213 34,459

2457 Pump Station - Wet Well, Main St E

Thedford

Wet Well, Main St

E Thedford

228 Main St

Thedford 1979 40 Years 897 36,536


Thedford

Wet Well, Main St

E Thedford

228 Main St



Thedford

Wet Well, Main St

E Thedford

228 Main St E


2459

Pump Station - Wet


Wet Well, Main St

E Thedford

228 Main St

Thedford 1979 50 Years 1,777 20,878

2423

Pump Station - Wet

Well, Morenz Land GB

Wet Well, Morenz

Land GB

Morenz Land

GB 1981 60 Years 9,791 75,231

2424

Pump Station - Wet

Well, Morenz Land

GB

Wet Well, Morenz

Land GB

Morenz Land

GB 1981 20 Years - 28,212

2425

Pump Station - Wet

Well, Morenz Land

GB

Wet Well, Morenz Land GB

Morenz Land GB

1981 20 Years - 43,885

2420 Pump Station - Wet Well, Morenz Land

GB

Wet Well, Morenz

Land GB

Morenz Land

GB 1981 40 Years 1,713 43,885

2419 Pump Station - Wet Well, Morenz Land

GB

Wet Well, Morenz

Land GB

Morenz Land

GB 1981 30 Years - 75,231

2421

Pump Station - Wet


Wet Well, Morenz

Land GB

Morenz Land

GB 1981 20 Years - 21,942

2422

Pump Station - Wet


Wet Well, Morenz

Land GB

Morenz Land

GB 1981 50 Years 2,350 25,077

2408

Pump Station - Wet

Well, West End Main

St. GB

Wet Well, West End

Main St. GB

West End Main

St. GB 1980 60 Years 8,232 56,616

2409

Pump Station - Wet

Well, West End Main

St. GB

Wet Well, West End Main St. GB

West End Main St. GB

1980 20 Years - 21,231

2410

Pump Station - Wet

Well, West End Main

St. GB

Wet Well, West End Main St. GB

West End Main St. GB

1980 20 Years - 33,026

2411

Pump Station - Wet Well, West End Main

St. GB

Wet Well, West End

Main St. GB

West End Main

St. GB 1980 35 Years - 16,793

Asset


In-Service

Date

Expected

Useful

Life

(EUL)

Closing NBV

(Reporting

Year)

Replacement

Cost ($)

2405 Pump Station - Wet Well, West End Main

St. GB

Wet Well, West End

Main St. GB

West End Main

St. GB 1980 40 Years 1,200 33,026

2404 Pump Station - Wet Well, West End Main

St. GB

Wet Well, West End

Main St. GB

West End Main

St. GB 1980 30 Years 44,368 178,675

2406

Pump Station - Wet

Well, West End Main St. GB

Wet Well, West End

Main St. GB

West End Main

St. GB 1980 20 Years - 16,513

2407

Pump Station - Wet

Well, West End Main St. GB

Wet Well, West End

Main St. GB

West End Main

St. GB 1980 50 Years 16,710 18,872

2371 Sewage Treatment

Plant, Arkona Arkona Arkona 1995 60 Years 299,128 899,992

2372 Sewage Treatment Plant, Arkona

Arkona Arkona 1995 20 Years - 236,840


Plant, Arkona Arkona Arkona 1995 20 Years - 213,156


Arkona Arkona 2006 35 Years 26,399 46,214


Plant, Arkona Arkona Arkona 1995 40 Years 34,515 142,104




Plant, Arkona Arkona Arkona 1995 20 Years - 71,052




Plant, Forest Forest

7550 Brush Rd,

Forest 1995 60 Years 721,140 2,169,705

2380 Sewage Treatment Plant, Forest

Forest 7550 Brush Rd,Forest

1995 20 Years - 570,975



7550 Brush Rd,

Forest 1995 20 Years - 513,878


Forest 7550 Brush Rd, Forest

1995 40 Years 83,208 342,585



7550 Brush Rd,

Forest 1995 30 Years 256,802 1,427,438


Clarifier Weir 7550 Brush Rd, Forest

2015 15 Years 36,858 39,766



7550 Brush Rd,

Forest 1995 20 Years - 171,293


Forest 7550 Brush Rd, Forest

1995 50 Years 152,403 513,878


Plant, Indian Hills Indian Hills

9173 Indian

Hills TR W 1995 60 Years 73,959 222,521

2387 Sewage Treatment Plant, Indian Hills

Indian Hills 9173 Indian Hills TR W

1995 20 Years - 58,558



9173 Indian

Hills TR W 1995 20 Years - 52,702



9173 Indian

Hills TR W 1995 40 Years 8,534 35,135



9173 Indian

Hills TR W 1995 30 Years 22,457 146,395



9173 Indian

Hills TR W 1995 20 Years - 17,567



9173 Indian

Hills TR W 1995 50 Years 15,630 52,702

2364 Thedford - Lagoon -

2 Cells 2 Cells Thedford 1979 50 Years 28,162 330,931

TOTAL

14,633,271

24,413,568

Table C.4

Lambton Shores Sewer Inventory 2017

Asset


Installation

Year

Expected

Useful

Life

(EUL)

Closing

NBV

(Reporting

Year)

Replacement

Cost ($)

2497 Arkona Ann Street Townsend Line - Union Street 1995 85 Years 47,345 189,740

2498 Arkona Ann Street Union Street - Ann Street Easement Connection

1995 85 Years 68,784 275,660

2499 Arkona Ann Street

Hobbs Mackenzie Easement

Connection - North End of Ann Street (pump stn)

1995 85 Years 15,186 73,100

2500 Arkona Arkona Road South Boundary - Townsend Line 1995 85 Years 97,191 389,504

2501 Arkona Arkona Road Townsend Line - Rock Glen Road 1995 85 Years 158,114 633,660

2502 Arkona Centre Street Church Street - Union Street 1995 85 Years 19,831 79,476

2503 Arkona Church Street Centre Street - Smith St 1995 85 Years 15,365 61,576

2504 Arkona Easement Between Streets

John Street - Arkona Road 1995 85 Years 6,164 24,702

2505 Arkona Easement Wellington Street - Hobbs

Mackenzie Drain (easement) 1995 85 Years 4,288 17,184

2506 Arkona Easement Union Street - Hobbs Mackenzie Drain (easement)

1995 85 Years 3,752 15,036

2507 Arkona Easement Smith Street - Hobbs Mackenzie

Drain (easement) 1995 85 Years 7,504 30,072

2508 Arkona Frank Street Arkona Road - East End of Road 1995 85 Years 26,531 106,326

2509 Arkona Hobbs MacKenzie Dr

Townsend Line - Easement Intersection

1995 85 Years 5,717 22,912

2510 Arkona Hobbs MacKenzie

Dr

Easement Intersection - Union

Street Easement 1995 85 Years 46,094 184,728

2511 Arkona Hobbs MacKenzie Dr

Union Street Easement - Arkona Road

1995 85 Years 38,590 154,656

2512 Arkona Hobbs MacKenzie

Dr Arkona Road - Ann Street 1995 85 Years 89,509 358,716

2513 Arkona John Street Townsend Line - South End of Road

1995 85 Years 17,866 71,600

2514 Arkona John Street Victoria Street - Wellington Street 1995 85 Years 16,830 67,447

2515 Arkona Richmond Street Frank Street - South End of Road 1995 85 Years 14,828 59,428

2516 Arkona Smith Street Townsend Line - Union Street 1995 85 Years 50,293 201,554

2517 Arkona Smith Street Union Street - North End of Road 1995 85 Years 40,467 162,174

2518 Arkona Townsend Line West End Arkona - Hobbs Mackenzie Drain (easement)

1995 85 Years 128,814 516,236

2519 Arkona Townsend Line Hobbs Mackenzie Drain

(easement) - Arkona Road 1995 85 Years 42,700 171,124

2520 Arkona Townsend Line Arkona Road - East End Arkona Road

1995 85 Years 197,723 792,397

2521 Arkona Union Street Arkona Road - Ann Street 1995 85 Years 44,040 176,494

2522 Arkona Union Street West Arkona Road - West End of Road 1995 85 Years 24,119 96,660

2523 Arkona Victoria Street Arkona Road - West End of Road 1995 85 Years 31,498 126,231

2524 Arkona Ward Street Arkona Road - Centre Street 1995 85 Years 17,330 69,452

2525 Arkona Wellington Street Arkona Road - West End of Road 1995 85 Years 37,340 149,644

2527 Arkona Easement East Glen - Ann Street Pumping Station

1997 85 Years 17,634 65,872

2528 Arkona Fairview East Glen - End of Road 1997 85 Years 19,551 73,032

2529 Arkona East Glen Ann Street - End of Road 1997 85 Years 27,026 100,956

Asset


Installation

Year

Expected

Useful

Life

(EUL)

Closing

NBV

(Reporting

Year)

Replacement

Cost ($)

2532 Forest Albert Street Townsend Line - Maple Street 1973 85 Years 3,797 73,748

2533 Forest Ann Street Union Street - Eureka Street 1973 85 Years 11,619 187,705

2534 Forest Ann Street Union Street - Washington Street 1973 85 Years 2,972 57,710

2536 Forest Argyle Street Clyde Street - Jefferson Street 1973 85 Years 9,475 184,012

2537 Forest Argyle Street Clyde Street - 12 m South of Clyde

Street 1995 85 Years 2,144 8,592

2538 Forest Arthur Street King Street East - Townsend Line 1973 85 Years 8,553 166,112

2540 Forest Easement Bayley Street - MacKenzie Street 1973 85 Years 4,549 88,354

2541 Forest Bradley Street Prince Street - Albert Street 1973 85 Years 4,394 85,347

2542 Forest Broadway Street Main Street - MacNab Street 1972 85 Years 2,474 53,700

2543 Forest Broadway Street MacNab Street - Townsend Line 1972 85 Years 29,326 636,667

2544 Forest Easement (RR X-

ing) Broadway Street - King Street 1972 85 Years 4,103 89,070

2545 Forest Church Avenue MacHenry Street - MacDonald

Street 1972 85 Years 1,247 27,065

2547 Forest Collector Sewer

Truck (Easement) Eukeka Street - MH # 77 1972 85 Years 10,415 273,167

2548 Forest Collector Sewer Truck (Easement)

MH # 77 - Park Lane (MH # 76) 1972 85 Years 1,939 50,568


Truck (Easement)

Park Lane (MH # 76) - Main Street

(MH # 10) 1972 85 Years 19,923 519,526


Main Street (MH # 10) - MacNab (MH # 31)

1972 85 Years 3,417 77,493


Truck (Easement)

MacNab (MH # 31) - Church

Street (MH # 37) 1972 85 Years 4,103 93,051


Church Street (MH # 37) - MacHenry (MH # 38)

1972 85 Years 3,539 80,260


Truck (Easement) MacHenry (MH # 38) - MH # 40 1972 85 Years 3,005 68,143


MH # 40 - Broadway Street (MH # 42)

1972 85 Years 2,543 55,204

2555 Forest Easement End of MacHenry Street -

Collector Sewer Trunk 1972 85 Years 1,227 26,635

2558 Forest Eureka Street Jefferson Street - Ann Street 1973 85 Years 1,976 26,420

2559 Forest Eureka Street Clyde Street - Ann Street 1973 85 Years 12,743 205,870

2560 Forest Eureka Street Clyde Street - Pump Station 1973 85 Years 4,176 67,470

2561 Forest Frances Street North End of the Road - South End

of Road 1977 85 Years 7,664 75,538

2562 Forest George Street James Street - Main Street 1972 85 Years 4,060 88,140

2566 Forest James Street North Queen Street - Townsend Line 1973 85 Years 11,270 218,881

2567 Forest James Street South Victoria Street - Watt Street 1972 85 Years 1,705 33,079

2569 Forest Jefferson Street Union Street - Washington Street 1973 85 Years 3,676 71,385

2570 Forest Jefferson Street Eureka Street - Union Street 1975 85 Years 19,691 286,400

2571 Forest Jefferson Street Main Street - Washington Street 1973 85 Years 2,226 43,246

2572 Forest King Street East Main Street - Albert Street 1973 85 Years 5,965 115,849

2573 Forest King Street East Albert Street - Arthur Street 1973 85 Years 9,517 184,843

2574 Forest King Street East Arthur Street - Townsend Line 1973 85 Years 11,561 224,538

2576 Forest Amtelecom

Parkway King Street East - Enterprize Drive 1995 85 Years 83,613 335,088

2577 Forest Amtelecom Parkway

Enterprize Drive - End of Easement

1995 85 Years 57,172 229,120

2578 Forest Enterprise Drive Rawlings Road - Pump Station 1995 85 Years 23,226 93,080

Asset


Installation

Year

Expected

Useful

Life

(EUL)

Closing

NBV

(Reporting

Year)

Replacement

Cost ($)

2579 Forest Shores Arena Enterance

Antelecom Parkway - MH # 3 1995 85 Years 15,901 63,724

2580 Forest King Street East Townsend Line - MH #188 1973 85 Years 11,539 224,108

2581 Forest King Street West Main Street - Washington Street 1973 85 Years 5,652 109,763

2582 Forest Easement CNR Easement - King Street 1973 85 Years 730 14,177

2583 Forest CNR Easement Rotary Road - Main Street 1973 85 Years 9,102 176,780

2584 Forest Easement CNR Easement - Washington Street

1973 85 Years 1,043 20,263

2585 Forest Leonard Street MacNab Street - MacHenry Street 1972 85 Years 3,348 72,674

2586 Forest MacDonald Street Morris Street - Church Avenue 1972 85 Years 5,689 123,510

2587 Forest MacDonald Street Church Avenue - MacKenzie

Street 1973 85 Years 7,023 136,398

2588 Forest MacDonald Street Morris Street - 224.6 m South of Morris Street

1972 85 Years 60,197 160,814

2589 Forest MacDonald Street Woodside Crescent - McKinlay

Avenue 1989 85 Years 12,106 55,633

2590 Forest MacDonald Street McKinlay Avenue - End of Road 1989 85 Years 10,205 46,898

2591 Forest Easement MacDonald Street - Collector

Sewer Trunk 1972 85 Years 1,900 41,242

2592 Forest MacHenry Street Leonard Street - Morris Street 1972 85 Years 13,340 289,622

2593 Forest MacHenry Street Morris Street - Church Street 1972 85 Years 6,916 150,145

2595 Forest MacKenzie Street Water Street - Bayley Street 1972 85 Years 5,145 111,696

2596 Forest MacKenzie Street Bayley Street - East Lane 1972 85 Years 3,931 85,347

2600 Forest MacNab Street McKinlay Avenue - Philrobden Drive

1989 85 Years 30,709 141,124

2601 Forest MacNab Street McKinlay Avenue - End of Road 1989 85 Years 32,999 151,649

2603 Forest Easement (Alley) James Street - MH # 133 1973 85 Years 3,045 59,142

2607 Forest Main Street South Royal Street - Collector Sewer

Trunk 1972 85 Years 5,498 119,357

2608 Forest Main Street South Collector Sewer Trunk - Broadway

Street 1972 85 Years 9,469 205,564

2609 Forest Main Street South Broadway Street - King Street 1973 85 Years 1,515 29,428

2610 Forest Main Street South Philrobden Drive - Royal Street 1972 85 Years 14,244 309,240

2611 Forest Maple Street Albert Street - Beechwood Avenue 1973 85 Years 5,460 106,040

2612 Forest McKinlay Avenue MacNab Street - North End of Road

1989 85 Years 30,257 139,047

2613 Forest Morris Street MacHenry Street - MacDonald

Street 1972 85 Years 27,464 68,092

2614 Forest Morris Street MacDonald Street - To End 1972 85 Years 44,696 219,096

2615 Forest Morris Street Main Street - MacHenry Street 1972 85 Years 7,154 72,674

2618 Forest Palace Street MacDonald Street - Bayley Street 1972 85 Years 6,784 147,281

2619 Forest Park Lane George Street - Golf Course 1972 85 Years 16,335 354,635

2620 Forest Prince Street King Street East - Jefferson Street 1973 85 Years 1,194 23,198

2624 Forest Prince Street Townsend Line - Bradley Avenue 1973 85 Years 4,302 83,557

2625 Forest Queen Street East Main Street - Albert Street 1973 85 Years 8,686 168,690

2626 Forest Queen Street East Albert Street - Gore Street 1973 85 Years 3,248 63,080

2627 Forest Queen Street West Ontario Street - Union Street 1973 85 Years 4,494 83,076

2628 Forest Queen Street West Ontario Street - West End of Road 1975 85 Years 12,424 143,200

2631 Forest Stanley Street Park Lane - Frances 1977 85 Years 18,707 267,784

Asset


Installation

Year

Expected

Useful

Life

(EUL)

Closing

NBV

(Reporting

Year)

Replacement

Cost ($)

2632 Forest Townsend Line West town limit - Union Street 1973 85 Years 3,654 70,956

2633 Forest Townsend Line James Street - Main Street 1973 85 Years 4,560 88,569

2634 Forest Townsend Line Main Street - Albert Street 1973 85 Years 8,844 171,768

2635 Forest Townsend Line Albert Street - Arthur Street 1973 85 Years 6,687 129,882

2636 Forest Townsend Line Arthur Street - King Street 1973 85 Years 2,249 43,676

2637 Forest Townsend Line Broadway Street - Townsend Line

(MH # 3) 1989 85 Years 41,065 188,716

2638 Forest Easement Townsend Line - Easement (MH # 6)

1989 85 Years 30,818 141,625

2639 Forest Union Street Queen Street - Townsend Line 1973 85 Years 14,398 261,052

2645 Forest Victoria Street James Street - Main Street 1972 85 Years 1,919 41,671

2646 Forest Washington Street

N. King Street West - Ann Street 1973 85 Years 5,213 101,257


Ann Street - Jefferson Street 1973 85 Years 2,909 56,492


N. Jefferson Street - Queen Street 1973 85 Years 9,283 180,289


S. Watt Street - George Street 1972 85 Years 3,268 70,956

2650 Forest Watt Street Victoria Street - Railway Street 1972 85 Years 2,869 62,292

2652 Forest Wellington Street

West Main Street - Albert Street 1973 85 Years 4,269 82,913


West Union Street - Washington Street 1973 85 Years 3,248 63,080


West James Street - Main Street 1973 85 Years 2,282 44,320


West Ontario Street - Argyle Street 1973 85 Years 2,282 44,320

2656 Forest William Street Main Street - End of Road 1972 85 Years 1,919 41,671

2657 Forest Woodside Crescent

MacDonald Street - West End of Road

1989 85 Years 14,583 67,018

2658 Forest York Street King Street East - Townsend Line 1973 85 Years 5,574 108,259

2659 Forest Forcemain

Easement

Pump Stations (Eureka Street) -

Forest Lagoons 1971 85 Years 36,645 917,646

2798 Forest Albert Street King Street East - Queen Street 2010 85 Years 9,365 129,023

2799 Forest Albert Street Queen Street - Townsend Line 2010 85 Years 8,928 119,572

2800 Forest MacDonald Street King Street East - Broadway Street 2010 85 Years 4,722 85,204

2801 Forest MacNab Street Church Avenue - Broadway Street 2010 85 Years 7,301 103,247

2802 Forest MacNab Street Philrobden Drive - Church Avenue 2010 85 Years 30,793 468,336

2803 Forest Ann Street Washington Street - James Street 2010 85 Years 1,462 40,096

2804 Forest Argyle Street Wellington Street - Queen Street 2010 85 Years 3,785 103,820

2805 Forest Clyde Street Argyle Street - Ontario Street 2010 85 Years 2,585 35,585

2806 Forest Clyde Street Ontario Street - Washington Street 2010 85 Years 6,998 185,301

2807 Forest Gore Street King Street East - Townsend Line 2010 85 Years 8,486 211,936

2808 Forest James Street North King Street West - Jefferson Street 2010 85 Years 6,579 123,510

2809 Forest James Street North Jefferson Street - Queen Street 2010 85 Years 4,960 179,644

2810 Forest Jefferson Street Main Street - Prince Street 2010 85 Years 3,133 85,920

2811 Forest Main Street North King Street - Jefferson Street 2010 85 Years 2,950 58,927

2812 Forest Main Street North Jefferson Street - Wellington Street 2010 85 Years 3,159 87,925

Asset


Installation

Year

Expected

Useful

Life

(EUL)

Closing

NBV

(Reporting

Year)

Replacement

Cost ($)

2813 Forest Main Street North Wellington Street - Townsend Line 2010 85 Years 10,705 240,648

2814 Forest Ontario Street Clyde Street - Ann Street 2010 85 Years 8,486 178,708

2815 Forest Ontario Street Ann Street - Queen Street 2010 85 Years 6,710 321,124

2816 Forest Prince Street Jefferson Street - Wellington Street 2010 85 Years 4,033 86,493

2817 Forest Prince Street Wellington Street - Queen Street 2010 85 Years 3,565 76,469

2818 Forest Prince Street Queen Street - Townsend Line 2010 85 Years 6,553 153,654

2819 Forest Union Street Ann Street - Wellington Street 2010 85 Years 6,110 166,756

2820 Forest Union Street King Street West - Ann Street 2010 85 Years 5,562 137,042

2821 Forest Union Street Wellington Street - Queen Street 2010 85 Years 3,681 99,309

2822 Forest Bayley Street Church Avenue - MacKenzie

Street 2010 85 Years 10,869 188,308

2823 Forest Bayley Street MacKenzie Street - Broadway

Street 2010 85 Years 2,165 70,884

2824 Forest Church Avenue MacDonald Street - Bayley Street 2010 85 Years 4,592 139,477

2825 Forest James Street South Watt Street - George Street 2010 85 Years 2,602 89,012

2826 Forest MacKenzie Street Water Street - MacDonald Street 2010 85 Years 3,412 111,696

2827 Forest Queen Street West Union Street - Washington Street 2010 85 Years 2,996 98,235

2828 Forest Queen Street West James Street - Main Street 2010 85 Years 3,915 85,562

2829 Forest Victoria Street George Street - Railway Street 2010 85 Years 3,040 108,259

2830 Forest Watt Street Railway Street - Main Street 2010 85 Years 4,155 35,728


West Ontario Street - Union Street 2010 85 Years 2,056 67,304

2661 Grand Bend Alberta Street Lake Road - River Road 1981 85 Years 16,788 168,976

2662 Grand Bend Alberta Street Alberta Street - Pumping Station 3 1981 85 Years 356 4,300

2663 Grand Bend Beach Lane South End of Road - Oak Street 1980 85 Years 8,017 82,340

2664 Grand Bend Beach Street Huron Street - Beach Lane 1980 85 Years 4,322 44,392

2665 Grand Bend Centre Street Elmwood Avenue - Woodward 1980 85 Years 5,227 47,972

2666 Grand Bend Centre Street Woodward Avenue - Huron Street 1980 85 Years 6,787 65,076

2667 Grand Bend Centre Street Huron Street - Hill Street 1980 85 Years 4,183 42,960

2668 Grand Bend Centre Street Queens Avenue - Elmwood

Avenue 1980 85 Years 8,296 85,204

2669 Grand Bend Dietrich Crescent Dietrich Crescent (MH 56) - Dietrich Crescent (MH 58)

1981 85 Years 5,406 54,416

2670 Grand Bend Dietrich Crescent Dietrich Crescent (MH 58) -

Dietrich Crescent (MH 59) 1981 85 Years 2,988 31,416

2671 Grand Bend Easement Dietrich Crescent (MH 59) - Shady Lane (MH 60)

1981 85 Years 2,988 31,416

2672 Grand Bend Eighty-One

Crescent Gill Road - Main Street East 1981 85 Years 15,799 151,360

2673 Grand Bend Eighty-One Crescent

Main Street East - Sauble River Road

1980 85 Years 3,431 27,924

2674 Grand Bend Eilber Road South End of Road - Main Street

West 1980 85 Years 8,366 85,920

2675 Grand Bend Elmwood Avenue Main Street - Centre Street 1980 85 Years 8,645 88,784

2676 Grand Bend Elmwood Avenue Centre Street - Walker Road 1980 85 Years 16,174 166,112

2677 Grand Bend Gill Road Highway #81 - 1st Bridge 1981 85 Years 35,425 332,860

2678 Grand Bend Government Road

Main Street West - Pumping

Station 2

1980 85 Years 19,442 190,060

Asset


Installation

Year

Expected

Useful

Life

(EUL)

Closing

NBV

(Reporting

Year)

Replacement

Cost ($)

2679 Grand Bend Government Road Pumping Station 2 - South End of Road

1980 85 Years 1,495 12,716

2680 Grand Bend Green Acres

Crescent

Ontario Street South - Green Acres

Crescent 1981 85 Years 37,276 375,184

2681 Grand Bend Green Acres Crescent

Easement (MH 149) - Green Acres Crescent (MH 148)

1981 85 Years 1,949 19,618

2682 Grand Bend Easement Easement (MH 149) - Ausable

River 1981 85 Years 1,302 13,103

2684 Grand Bend Harbour Park Court

Lake Road - North End of Road 1999 85 Years 19,452 70,526

2685 Grand Bend Harbour Park

Court Harbour Park Court - Cul-De-Sac 1999 85 Years 7,504 27,208

2686 Grand Bend Easement Harbour Court - Heaman Crescent 1999 85 Years 12,072 43,769

2687 Grand Bend Heaman Crescent Lake Road - East End of Road 1996 85 Years 31,883 120,932

2688 Grand Bend Hill Street Centre Street - Beach Street 1980 85 Years 7,021 67,320

2689 Grand Bend Hill Street Beach Street - North End of Road 1980 85 Years 12,061 123,868

2690 Grand Bend Huron Avenue Main Street - Centre Street 1980 85 Years 11,468 109,956

2691 Grand Bend Huron Street Centre Street - Walker Road 1980 85 Years 16,174 166,112

2692 Grand Bend King Street Woodward Avenue - Huron

Avenue 1980 85 Years 3,625 37,232

2693 Grand Bend King Street Huron Avenue - West End of Road 1980 85 Years 7,181 73,748

2694 Grand Bend Kitchener Avenue Main Street - North End of Road 1980 85 Years 3,625 37,232

2695 Grand Bend Lake Road Ontario Street North - Alberta

Street 1980 85 Years 18,335 188,308

2696 Grand Bend Lake Road Heaman Crescent - West End of

Road 1996 85 Years 13,006 49,332

2697 Grand Bend Lake Road Pines Parkway - Heaman Crescent 1996 85 Years 35,262 133,749

2698 Grand Bend Lake Road Lake Road (MH S101) - Pines

Parkway 1989 85 Years 16,002 68,020

2699 Grand Bend Lake Road Alberta Street - Lake Road (MH S101)

1989 85 Years 9,601 49,020

2700 Grand Bend Lakeside Circle Sandy Lane - Lakeside Circle 1981 85 Years 27,104 272,796

2701 Grand Bend Lakeside Circle Main Street West - Sandy Lane 1981 85 Years 2,419 25,432

2702 Grand Bend Easement Lakeside Circle (MH 64) -

Lakeside Circle (MH 69A) 1981 85 Years 4,197 42,244

2703 Grand Bend Easement Lakeside Circle (MH 67A) - MH 120

1981 85 Years 3,841 38,664

2705 Grand Bend Main Street East Ontario Street (Highway #21) -

Eighty-One Crescent 1980 85 Years 12,543 35,084

2706 Grand Bend Main Street East Gill Road - 290 m South of Gill Road

1980 85 Years 76,385 299,295

2708 Grand Bend Main Street West West End of Road (Turn Around) -

Lakeside Circle 1980 85 Years 24,410 117,436

2709 Grand Bend Main Street West Elmwood Avenue - Queens Avenue

1980 85 Years 18,026 85,204

2710 Grand Bend Main Street West Kitchener Avenue - Ontario Street

(Highway #21) 1980 85 Years 16,778 116,960

2711 Grand Bend Main Street West Queens Avenue - Kitchener

Avenue 1980 85 Years 4,253 43,676

2712 Grand Bend Main Street West Lakeside Circle - Elmwood

Avenue 1980 85 Years 17,824 108,116

2714 Grand Bend Morenz Lane Main Street West - Eilber Road 1980 85 Years 10,039 103,104

2716 Grand Bend Morenz Lane Morenz Lane - Pumping Station 3 1980 85 Years 349 3,580

2717 Grand Bend Easement Morenz Lane - Ausable River 1980 85 Years 1,952 24,080

2718 Grand Bend Easement Municipal Drive (MH 98) -

Easement (MH 100) 1978 85 Years 8,493 127,381

Asset


Installation

Year

Expected

Useful

Life

(EUL)

Closing

NBV

(Reporting

Year)

Replacement

Cost ($)

2719 Grand Bend Easement Easement (MH 100) - Pumping Station 2

1978 85 Years 1,632 24,473

2720 Grand Bend Easement Easement (MH 102) - Pumping

Station 2 Overflow 1978 85 Years 609 7,826

2721 Grand Bend Municipal Drive Ontario Street North - East End of Road

1980 85 Years 13,365 132,396

2722 Grand Bend Oak Street Queens Avenue - Elmwood

Avenue 1980 85 Years 6,135 63,008

2723 Grand Bend Oak Street Woodward Avenue - Huron Street 1980 85 Years 2,161 22,196

2724 Grand Bend Oak Street Ontario Street North - Queens

Avenue 1980 85 Years 12,270 126,016

2725 Grand Bend Easement Ontario Street North - MH 94A 1980 85 Years 6,414 65,872


North Government Road - Oak Street 1980 85 Years 16,929 162,316


North Main Street - Government Road 1980 85 Years 5,305 58,480


North

Oak Street - Ontario Street (MH

89) 1980 85 Years 6,631 63,580


North

Ontario Street (MH 89) -

Connecting Link 1980 85 Years 3,667 33,652


South Lake Road - River Road 1981 85 Years 21,555 216,948


South

Lake Road - Ontario Street South

(MH 107) 1981 85 Years 30,305 305,016

2732 Grand Bend Orchard Street Lake Road - River Road 1981 85 Years 18,282 184,012

2733 Grand Bend Park Avenue King Street - Centre Street 1980 85 Years 6,414 65,872

2734 Grand Bend Pine Street King Street - Centre Street 1980 85 Years 4,810 49,404

2735 Grand Bend Queens Avenue Main Street - Oak Street 1980 85 Years 20,427 209,788

2736 Grand Bend River Road Ontario Street South - Alberta

Street 1981 85 Years 18,567 186,876

2737 Grand Bend River Road Alberta Street - Pumping Station 3

Overflow 1981 85 Years 580 9,202

2738 Grand Bend River Road Alberta Street - Heaman Drive 1982 85 Years 22,346 289,407

2739 Grand Bend Sauble River Road Gill Road - Sauble River Road

(MH 131) 1981 85 Years 15,921 149,600

2740 Grand Bend Sauble River Road Sauble River Road (MH 131) -

South End of Road 1981 85 Years 5,493 49,404

2743 Grand Bend Shady Lane Lakeside Circle - South End of

Road 1981 85 Years 9,314 87,516


North Lake Road - North End of Road 1996 85 Years 25,106 95,228


North Lake Road - Brewster Bv. North 1996 85 Years 82,322 312,248

2746 Grand Bend Walker Street Warwick Avenue - Huron Street 1980 85 Years 13,037 133,892

2747 Grand Bend Warwick Avenue Main Street - Centre Street 1980 85 Years 10,527 108,116

2748 Grand Bend Warwick Avenue Centre Street - Walker Road 1980 85 Years 15,825 162,532


Avenue Centre Street - Walker Road 1980 85 Years 18,177 174,284


Avenue Main Street - Centre Street 1980 85 Years 8,854 90,932

7294 Grand Bend Erin Pl Hayter Dr to North End 2016 82 Years 194,051 194,051

6835 Grand Bend Gill Rd 1st bridge to West end 2012 81 Years 57,125 165,158

6836 Grand Bend Erin Pl Gill Rd to Erin Pl corner lot 2012 81 Years 26,006 103,820

6837 Grand Bend Erin Pl Erin Pl Corner lot to Hayter Dr 2012 81 Years 20,052 83,626

6838 Grand Bend Hayter Pl Gill Rd to Erin Pl 2012 81 Years 54,172 113,696

Asset


Installation

Year

Expected

Useful

Life

(EUL)

Closing

NBV

(Reporting

Year)

Replacement

Cost ($)

7311 Grand Bend Brooklawn Dr Deerfield Rd to Tattersall Lane 2016 85 Years 82,376 82,376

7312 Grand Bend Deerfield Rd Tattersall Lane to Brooklawn Dr 2016 85 Years 113,894 113,894

7313 Grand Bend Easement Main St E to 107M North 2016 85 Years 76,646 76,646

2751 Indian Hills Indian Hills Trail Lakeshore Road - End of Road 1991 85 Years 192,970 874,257

2753 Thedford Adna Street Dumpfries Street - King Street 1979 85 Years 5,795 68,306

2754 Thedford Allen Street West End of Road - King Street 1979 85 Years 62,058 241,364

2755 Thedford Allen Street King Street - Pearl Street 1979 85 Years 3,608 42,530

2756 Thedford Anne Street Lousia Street - Victoria Street 1979 85 Years 13,941 164,322

2757 Thedford Anne Street Royal Street - Victoria Street 1979 85 Years 2,497 29,428

2758 Thedford Cameron Street Victoria Street - Mill Street 1979 85 Years 5,771 68,020

2759 Thedford Coultis Road Ravenswood Line - King Street 1979 85 Years 10,181 120,002

2760 Thedford Deacon Street Mill Street - Third Street 1979 85 Years 2,539 29,929

2761 Thedford Deacon Street Third Street - Fourth Street 1979 85 Years 8,407 99,094

2762 Thedford Dumfries Street Allen Street - Nelson Street 1979 85 Years 11,293 133,104

2763 Thedford Dumfries Street Pherril Street - Adna Street 1979 85 Years 11,220 132,245

2764 Thedford Elizabeth Street Allen Street - Ravenswood Line 1979 85 Years 30,495 359,432

2765 Thedford Franklin Street King Street - Elizabeth Street 1995 85 Years 9,166 36,731

2766 Thedford Golfview Third Street - East End of Road 2000 85 Years 31,527 100,240

2767 Thedford King Street Decker Road - Ontario Street 1979 85 Years 20,296 239,216

2768 Thedford King Street Ontario Street - Main Street 1979 85 Years 6,870 80,980

2769 Thedford King Street Main Street - Franklin Street 1979 85 Years 33,696 397,165

2770 Thedford King Street Franklin Street - Coultis Road 1979 85 Years 2,497 29,428

2771 Thedford Louisa Street Main Street - Cameron Street 1979 85 Years 4,015 47,328

2772 Thedford Main Street King Street - Fourth Street 1979 85 Years 57,284 675,188

2773 Thedford Main Street Fourth Street - 323 Main Street 1979 85 Years 32,876 387,499

2774 Thedford Main Street Thedford Pumping Station 1 - Pearl Street

1979 85 Years 38,015 448,073

2775 Thedford Mill Street Main Street - Cameron Street 1979 85 Years 12,350 145,563

2776 Thedford Nelson Street Dumfries Street - King Street 1979 85 Years 5,388 63,509

2777 Thedford Ontario Street King Street - Victoria Street 1979 85 Years 14,646 172,628

2778 Thedford Pearl Street Allen Street - Ravenswood Line 1979 85 Years 35,105 413,776

2779 Thedford Pearl Street Allen Street - Main Street 1979 85 Years 7,314 86,206

2780 Thedford Ravenswood Line (King St Curve)

226 King Street - Coultis Road 1979 85 Years 13,570 159,954

2781 Thedford Ravenswood Line Coultis Road - Elizabeth Street 1979 85 Years 15,733 185,444

2782 Thedford Ravenswood Line Thedford Pumping Station 2 -

Lagoons Inlet 1979 85 Years 5,090 60,001

2783 Thedford Royal Street Main Street - Anne Street 1979 85 Years 7,350 86,636

2784 Thedford Royal Street Anne Street - South End of Road 1979 85 Years 3,219 37,948

2785 Thedford Sarah Street Elizabeth Street - Pearl Street 1979 85 Years 3,851 45,394

2786 Thedford Second Street Main Street - Deacon Street 1979 85 Years 7,205 84,918

2787 Thedford Sherrard Street Dumfries Street - King Street 1979 85 Years 3,274 38,592

2788 Thedford Sherrard Street King Street - Pearl Street 1979 85 Years 3,256 38,378

Asset


Installation

Year

Expected

Useful

Life

(EUL)

Closing

NBV

(Reporting

Year)

Replacement

Cost ($)

2789 Thedford Third Street Main Street - South End of Road 1979 85 Years 17,774 209,502

2790 Thedford Victoria Street Main Street - Ontario Street 1979 85 Years 12,927 152,365

2791 Thedford Thedford Lagoon

Outfall Pipe Thedford Lagoons - Decker Creek 1979 85 Years 50,346 888,474

TOTAL 5,174,692 40,185,336

Appendix D

Detailed Financial Background

Information Used

Table D.1

Lambton Shores 2017 Water Operations Budget

Item 2017 Category

Salary - Public Works including OT $4,262 Staffing

Benefits $1,190 Staffing

Memberships & Subscriptions $1,198 Operations

Training/Conference $4,000 Operations

Utilities $20,000 Hydro/Utilities

Water $1,000 Hydro/Utilities

Hydro $50,000 Hydro/Utilities

OMI Contracted Services $614,174 Operations

LAWSS Contracted Services $108,550 Operations

North Middlesex Contract $9,262 Operations

Contracted Services $90,000 Operations

Engineering/Consulting $50,000 Engineering

Software Lic./Support $12,276 Operations

Insurance $28,323 Administration

Vehicle & Equipment $7,697

Repair &

Maintenance

Equipment Repair/Lic. $15,000

Repair &

Maintenance

Water Purchase $600,000 Water

Office Supplies $9,088 Administration

Materials & Supplies $84,462 Operations

Hydrant Maintenance $10,000

Repair &

Maintenance

General System Maintenance $5,000

Repair &

Maintenance

Travel/Mileage $2,144 Operations

Realty Tax $3,663 Administration

Uncollectable Account $822 Miscellaneous

Service Charge/Interest $867 Interest

Carry Forward – Interest Income $(63,424) -

Administration Allocation $383,235 Administration

SUB-TOTAL $2,052,789

Interest on long-term debt $134,634

TOTAL 2017 $2,187,423

Table D.2

Summary of Water Works Related Debt

Loan No. Debenture

Date Maturity Date

Interest

Rate (%)

Balance

Dec./161

OCWA 1998 2017 Variable $69,700

9140574 August 2006 February 2021 2.37 $1,689,493

DEBENTURE April 2009 October 2023 4.75 $1,730,918

DEBENTURE April 2013 October 2027 3.17 $457,251


Table D.3

Capital Construction Plan 2017 to 2028


Allowance


Watermains MacHenry St. – Broadway to Morris

Related Road Replacements

LAWS System

Hwy 21 Chamber Upgrades

Thedford Booster Station Upgrades

Leak Detection Study

Tower/reservoir maintenance

BOS-NV Water Tower Radio

Water Hydrant Identification

$72,000

$650,293

$169,950

$45368

$30,000

$75,000

$40,000

$100,000

$35,000

$50,000

2017 Total $1,267,611


Watermains King St. E. – CL Project

Watermains Albert St. (3648)

Watermains Maple St. (3714)

Watermains Auto Flushers

Related Road Replacements

LAWSS System Capital

Infrastructure Renewal

Leak Detection Study

Northville Booster Station Roof

$85,000

$225,000

$180,000

$170,000

$25,000

$175,049

$46,729

$165,000

$40,000

$50,000

2018 Total $1,161,778


Watermains Main St. S. – King to Philrobden (3709, 3711, 3712)

Road Related Replacements



$86,700

$640,000

$180,300

$48,131

$65,000

2019 Total $1,020,131


Watermains – Sherwood




$88,500

$50,000

$185,709

$49,575

$165,000

2020 Total $538,784


Watermains Retirement Loop




Thedford Reservoir Maintenance

$90,000

$261,718

$191,280

$51,062

$65,000

$250,000

2021 Total $909,060


Allowance


Watermains – Service Saddles on Townsend Line

Watermains – Hubbard Line (3675)




$92,000

$100,000

$82,000

$197,019

$52,594

$165,000

2022 Total $688,613





$94,000

$202,929

$54,172

$165,000

2023 Total $516,101


Watermains – Broadway St. (3659, 3660, 3764, 3765)




Arkona Tower Maintenance

$96,000

$835,000

$209,017

$55,797

$165,000

$150,000

2024 Total $1,510,814





$98,000

$215,288

$57,471

$165,000

2025 Total $535,759





$100,000

$221,746

$59,195

$165,000

2026 Total $545,941



Northville Tower Maintenance

$102,000

$60,971

$150,000

2027 Total $312,971


Watermains – Broadway (3668)

LAWS System Capital

$105,000

$100,000

$62,800

2028 Total $267,800

Total $9,275,272

Note the values in the table include inflation based on 2% per year

Table D.4

Lambton Shores 2017 Wastewater Operations Budget

Item 2017 Category

Salary - Public Works including OT $ 2,301 Staffing

Benefits $ 533 Staffing

Utilities $ 10,000 Hydro/Utilities

Water $ 4,500 Hydro/Utilities

Hydro $ 170,000 Hydro/Utilities

Gas $ 4,500 Hydro/Utilities

CH2M Contracted Services $ 557,266 Operations

Contracted Services $ 30,844 Operations

Engineering/Consulting $ 15,300 Engineering

Insurance $ 29,761 Administrative

Vehicle & Equipment $ 5,944 Repair & Maintenance

GBA Sewer Infrastructure MTC. $ 233,155 Operations

General System Maintenance $ 42,800 Repair & Maintenance

Administration Allocation $ 266,870 Administrative

Realty Tax $ 48,144 Administrative

SUB-TOTAL $ 1,421,918

Interest on long-term debt $ 22,942

TOTAL 2017 $ 1,444,860

Table D.5

2017 to 2028 Wastewater Capital Program


Allowance


GB - Alberta St PS $167,000

GB - PS 4 Green Acres Wet Well $128,200

GB - PS 1 Beach SPS $224,000

GB - Morenz Lane PS $123,900

TH - Main St PS $196,700

TH - Main Lift $81,300



2017 Total $1,082,100


FO - Main Lift PS Grinder Pump $70,000

FO - Main Lift PS Process Control $22,000

FO - STP Structure for by-pass valve chamber $10,000


AR - Anne Street PS Dialer $10,000


South Bosanquet Trunk Sewer (Eng.) $35,000

2018 Total $669,471



ARK- Clarifier Cover $100,000

FO - STP New Filter Installation $250,000

River Road Sanitary Sewer Upgrades $250,000

FO - Main St. S - CL $150,000

2019 Total $803,000



Indian Hills PS - Electrical Panel, Upgrades $75,000

FO - STP Process Equipment $250,000

FO – Flow Meter Channel $10,000

2020 Total $618,990


2021 Total $35,010


2022 Total $36,060


FO - Main Lift PS Rehab $200,000


Allowance

2023 Total $237,142


2024 Total $38,256


Indian Hills STP - Rehab $200,000

2025 Total $239,404


Arkona STP - Rehab $650,000

2026 Total $690,586


2027 Total $41,803


Forest STP - Rehab $1,750,000

2028 Total $1,793,058

TOTAL $6,284,880

Documents

MUNICIPALITY OF LAMBTON SHORES WATER & WASTEWATER …€¦ · 1. 2015 to 2016 Capital and Operating Budgets and actual expenditures for the water and wastewater systems. 2. 2017 Capital