The Municipality of Charlton and Dack Asset Management Plan

Developed according to the “Building Together

Guide for Municipal Asset Management Plans”

Date: December 2013

Table of Contents 1.0 Executive Summary ...... 1 2.0 Introduction ...... 3 2.1 Provincial Background ...... 3 2.2 Municipality of Charlton and Dack ...... 3 3.0 State of Local Infrastructure ...... 6 3.1 Water Systems ...... 6 3.1.1 Charlton Water Treatment Plant (WTP) ...... 6 3.1.2 Charlton Water Distribution System ...... 9 3.1.3 Clarksville Water Distribution System ...... 9 3.1.4 Bradley Water Distribution System ...... 10

3.2 Roads ...... 11 3.2.1 Paved Roads ...... 12 3.2.2 Gravel Roads ...... 13

3.3 Bridges and Culverts ...... 14 3.3.1 River Road Bridge ...... 14 3.3.2 Culverts ...... 16

4.0 Expected Levels of Service ...... 18 4.1 Water System ...... 18 4.2 Roads ...... 18 4.3 Bridges and Culverts ...... 18 5.0 Asset Management Strategy ...... 20 5.1 Water System ...... 20 5.1.1 Charlton Water Treatment Plant (WTP) ...... 20 5.1.2 Bradley, Charlton and Clarksville Water Distribution Systems ...... 21

5.2 Roads ...... 21 5.3 Bridges and Culverts ...... 22 6.0 Financing Strategy ...... 23 6.1 Projected Expenditure ...... 23 6.1.1 Debt ...... 23

6.2 Proposed Financing ...... 23 6.3 Addressing the Shortfall ...... 24 7.0 Implementation of the Asset Management Plan ...... 28

Appendices Appendix A. AMP Spreadsheet

Appendix B. AMP Spreadsheet – Addressing the Shortfall Appendix C River Road Bridge Inspection Report

Municipality of Charlton and Dack Asset Management Plan December 2013

1.0 Executive Summary

Municipalities, Townships and LSBs throughout Ontario provide basic services such as water, wastewater, roads and bridges to its residents in order to support economic growth and to maintain a high quality of life. These services depend on efficiently planned, constructed and maintained infrastructure. In order to maintain these fundamental services to its residents, an adequate and sustained level of funding and financial planning is required. In response to this province wide fiscal concern, the Ministry of Infrastructure released its 10-year infrastructure plan, Building Together, with the goal of reinforcing the province’s strong commitment to continued investment in infrastructure. The first step in the Building Together plan requires any municipality seeking provincial capital funding to prepare a detailed asset management plan (AMP), which the Province views as a prerequisite for discussions on funding.

The Municipality of Charlton and Dack (Municipality) retained the Ontario Clean Water Agency (OCWA) to aid in the preparation of an AMP in accordance with provincial guidelines for its water assets, wastewater assets and dam.

OCWA consulted with the Municipality to obtain necessary information regarding its existing infrastructure and future plans. Once an understanding of this information was obtained, a capacity assessment of each asset was performed either directly by OCWA staff or through existing documentation to identify necessary improvements and acquisitions.

Overall, the Municipality’s assets range in condition vastly depending on the asset category. The overall condition of the drinking water system is good and appears to be able to provide the level of service it was intended to. The Water Treatment Plant (WTP) requires only routine maintenance and regular capital investment to replace aging equipment. The overall distribution system is in good condition as determined by its break history. The Charlton Drinking Water Distribution system requires the installation of a flushing valve to address some of the residents’ concern regarding solids in the drinking water.

The paved and gravel roads are in fair to good condition. The AMP includes re-graveling of the gravel roads to reach 6 inch of gravel depth and rebuilding the paved roads that are in poor condition. However, due to limited funding, only roads class 4 are scheduled for rehabilitation.

The Municipality owns the River Road Bridge and, based on the latest inspection by D.F. Elliott, the bridge is in good condition with no significant existing problems. All of the reports recommendations had been included in this AMP.

The Municipality also owns numerous culverts that are in poor condition and require replacement. The most expansive culvert, with replacement cost of $187,000, is the 96 inch diameter cement culvert on Palmateer Road. Due to its high cost and the Municipality’s limited funding, the replacement of this culvert has to be postponed until further funding, which the Municipality is currently applying for, is available. Furthermore, all culvert replacement works had to be postponed due to limited funding.

The graph on the next page shows the required expenditures and the available budget.

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Municipality of Charlton and Dack Asset Management Plan December 2013

To address the shortfall in the funding, the following actions were taken sequentially: 1. Postpone the replacement of the 96 inch concrete culvert on Palmateer Road. 2. Postpone all Class 6 roads and culverts work. 3. Postpone all Class 5 roads and culverts work. 4. Redistribute remaining Class 4 roads and culverts work over the 10-year period. 5. Postpone all Class 4 culverts work. The annual expenditure graph after implementing the above actions is shown below:

The new Consolidated Annual Expenditure graph represents an achievable AMP given existing funding.

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Municipality of Charlton and Dack Asset Management Plan December 2013

2.0 Introduction

2.1 Provincial Background

In August 2012, the Province of Ontario released the first phase of the Municipal Infrastructure Strategy and made asset management the foundation of that strategy. The goal of an asset management plan is to help municipalities make smart planning decisions about building, operating, maintaining, renewing and replacing infrastructure over the long-term.

Public infrastructure is an essential element for Municipalities to thrive and is a key element in improving and maintaining quality of life. In recognition of this, Ontario Ministry of Infrastructure released the Building Together Plan. The Plan was released in June 2011 as a response to the changing conditions that will be faced in Ontario over the next decade with regard to economy, climate, population trends and infrastructure needs. The Plan provides a framework to guide future investments to support economic growth, fiscal responsibility and responds to changing needs. Asset Management (AM) is a crucial element to this framework.

The Province, through the Municipal Infrastructure Investment Initiative (MIII) Program, has provided financial assistance to municipalities, including the Municipality of Charlton and Dack, to prepare a comprehensive Asset Management Plan (AMP). The AMPs are to be prepared in accordance with the Ministry of Infrastructure “Guide for Municipal Asset Management Plans”.

Municipalities deliver many essential services that are required by their residents which and that rely on well-planned, well-built and well-maintained infrastructure. Municipalities aim to deliver services to their residents that are reliable, cost effective and most importantly safe. The maintenance of municipal infrastructure is a critical aspect of those objectives. These objectives are set out in a Municipality’s Strategic Plan or Official Plan or may have to be developed through the creation of an asset management plan.

The AMP will not only document the forecasted works to be completed on the Municipality’s infrastructure, but also have trickling effects on other documents such as the Official Plan (if applicable), Financial Plan, Master Plan and other Plans that a Municipality may have already developed.

As various projects are identified through the AMP, they must be accounted for in the Municipality’s yearly and ongoing budget. Financing strategies will have to be developed to ensure that adequate funding is available to support the identified projects and to determine critical assets that require immediate attention.

The purpose of this AMP is to determine and document how the assets and infrastructure owned by the Municipality will be managed over the next 10 year period. This plan will incorporate information and strategies that ensure adequate levels of service are maintained for the residents of Charlton and Dack and others who may rely on asset performance with regards to consistent service delivery, regulatory compliance and public safety.

2.2 Municipality of Charlton and Dack

The Municipality of Charlton and Dack is located in the District of Timiskaming, along Highway 11, on the shore of Long Lake and just north of North Bay. It occupies as area of approximately 92 km2 and has a population of 671.

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Municipality of Charlton and Dack Asset Management Plan December 2013

The Municipality owns several municipal assets, including water facilities, roads, municipal buildings and recreational facilities. This asset management plan will focus on the following assets as they were determined to be most critical and to require the most consideration:

 Water Systems:

o Charlton Water Treatment Plant (WTP)

o Charlton Water Distribution System

o Clarksville Water Distribution System

o Bradley Water Distribution System

 Roads

o Paved roads

o Gravel roads

 Bridges and Culverts

o River Road Bridge

o Culverts

This AMP will cover a 10-year planning period and identify any major projects, studies or other work that is associated with the assets’ life cycle needs. The AMP will be reviewed on a yearly basis and updated every four (4) to five (5) years with new information and projects that have been completed during that time period.

The AMP for the Municipality of Charlton and Dack was developed over several months. OCWA’s Engineering Services Group gathered background information on existing assets, including drawings, asset age, various studies and any other pertinent information. Once the background information was reviewed, a 10-year capital and major maintenance plan spreadsheet was developed. This spreadsheet contains descriptions of the assets according to information found in several documents, including certificates of approval, needs studies and inspection reports. The spreadsheet was reviewed by municipal staff for accuracy and is appended to this report.

The next step in the development of the AMP was to conduct a site visit. The site visit was used to verify the assets’ information, condition, needs and priority. This information was used to determine the projects or works required on an annual basis to maintain the assets to the desired level of service. OCWA’s Engineering Services Group met with numerous Municipality staff members to acquire information regarding the condition and planned projects for each asset category. Throughout the site visit, various topics were discussed, including:

 Previous capital and major maintenance projects.

 Future projects that are anticipated during the 10-year study period.

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Municipality of Charlton and Dack Asset Management Plan December 2013

 Operating issues that may have to be addressed through management of the assets.

 Historical costs associated with previous upgrades.

Once a thorough understanding of the assets was developed, the asset spreadsheet was populated with projects to be completed during the 10-year study period. The projects were identified during the site visit, background information and through discussions with any relevant parties. The completed asset spreadsheet is the foundation of the AMP. The spreadsheet has been accompanied with financial information as well as standards and expectations of the performance of the assets to form a comprehensive AMP.

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Municipality of Charlton and Dack Asset Management Plan December 2013

3.0 State of Local Infrastructure

The following section describes the current condition of the water, roads and culverts & bridges infrastructure. It provides a description of the assets and key operational parameters. OCWA conducted a condition assessment and reviewed past reports to assess the current condition of the existing infrastructure to assign a condition rating to each asset.

3.1 Water Systems

The Charlton Drinking Water System is owned by the Corporation of the Municipality of Charlton and Dack and is operated by the OCWA. The water system includes the Charlton WTP and three (3) water distribution systems.

3.1.1 Charlton Water Treatment Plant (WTP)

3.1.1.1 Asset Description The Charlton WTP is a surface water plant that was commissioned in 1990 to serve the residents of Charlton, approximately 110 customers (estimated 270 residents). The plant is located on the on the west bank of the Englehart River on Bay Street in the Town of Charlton, in the district of Timiskaming.

The raw water intake system consists of an 83 m long, 200 mm diameter pipe that extends approximately 70 m into the Englehart River. The pipe is equipped with a vertical intake riser, manual height adjustment and is perforated with 150 mm diameter holes that are covered with 20 mm diameter high density polyethylene mesh. A sand bag weighted drum secures the pipe to the river bed. The intake pipe supplies the low lift pumping station, which is equipped with three (3) submersible pumps, each rated at 3.25 L/s. The water is directed to the water treatment plant which has a maximum rated capacity of 561 m3/day.

The treatment process consists of chemically assisted filtration using a single train "Ecodyne Monoplant" package treatment system housed in a 15 m by 16 m building. The process involves pH adjustment with soda ash, flash mixing/coagulation with alum, flocculation with the assistance of polymer, upflow ciarification using settling tubes, pre- chlorination using sodium hypochlorite, and dual media filtration through two sand and anthracite filters. As the water exits the common filter underdrain, it is chlorinated using sodium hypochlorite.

The filtered water enters a 133 m3 chlorine contact chamber then flows into a 227 m3 clearwell. Ammonium sulphate is added at the discharge of the chlorine contact tank to produce a combined chorine residual before entering the distribution system. There are three (3) high lift pumps, each rated at 4.85 L/s, that direct water to the distribution system. A 1,500 L hydro- pneumatic tank provides pressure to the distribution system. The treated water is monitored for

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Municipality of Charlton and Dack Asset Management Plan December 2013 total and free chlorine residual using continuous on-line analyzers. An on-line turbidity analyzer is used to monitor the turbidity of the filters.

Residue management consists of one (1) 50 m3 wastewater/backwash surge tank, equipped with a sludge pump rated at 5.1 L/s and a 29.7 m3 settling tank with a sludge pump that transfers sludge to a tanker truck for disposal. The supernatant is discharged by an effluent weir to the Englehart River. Composite samples of the effluent are collected using an autosampler.

An 80 kW standby diesel generator set provides power to the water treatment facility during power failures.

3.1.1.2 Specific Rating Metric The WTP and its components were rated according to the following condition assessment criteria:

Numeric Rating Description Rating The asset has good physical condition and meets the design for which it 4 Excellent was intended. Only routine maintenance work for the 10-year period is required. Asset appears in acceptable condition and functions adequately. Minor re- 3 Good habitation work, in addition to preventative maintenance, is required. Significant deterioration of the asset is evident and failure is likely within 2- 2 Fair 4 years. Minor components of the asset will need replacement. Asset no longer meets the 100% design capacity. Asset failure is likely in the short term and major overhaul or replacement 1 Poor is required. 3.1.1.3 Condition of the Asset The overall condition of the WTP and its components is good to excellent with only a few planned operational and capital investments required. However, the WTP services approximately 270 residents, which is equivalent to approximately 121.5 m3 of daily water demand (assume 450 L/day/capital demand rate). Since the total design capacity of the plant is 561 m3/day, it is currently operating significantly below capacity. As such, the operating and maintenance costs of the water system exceed what the residents are able to afford. It is also noted that the local school, which accounts for 10% of the water consumption, has recently closed, putting a greater financial burden on the remaining customers.

The current replacement cost and condition rating of each asset are shown below:

Major Assets Replacement Condition Rating Cost Aluminum Sulphate $10,000 4 Ammonium Sulphate $10,000 4 Backwash and Wastewater Tank $10,000 3 Backwash Settling Tank $45,000 3 Chlorine Analyzer $5,000 4 Chlorine Contact Chamber $45,000 3 Clearwell No. 1 $90,000 3

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Municipality of Charlton and Dack Asset Management Plan December 2013

Major Assets Replacement Condition Rating Cost Clearwell No. 2 $145,000 3 Exhaust fans, instrumental air etc $15,000 4 High Lift Pumps $20,000 4 Hydropneumatic Tank $10,000 1 Intake Pipe $25,000 2 Low Lift Pumping Station $35,000 3 Package Treatment Plant $400,000 3 Polymer $10,000 4 Sludge Pump $8,000 2 Sludge Transfer Pump $8,000 3 Sodium Carbonate (Soda Ash) $10,000 3 Sodium Hypochlorite $10,000 4 Standby Power $100,000 4 Turbidity Meter $5,000 3 Valves and Piping $30,000 4 Total $1,046,000 3.18 The facility’s weighted average condition rating is 3.18, where the replacement cost is the weighted factor.

The charts below group the assets by their condition rating and show their replacement cost:

Replacement cost breakdown by condition rating

Condition Replacement Rating Cost 1 $10,000 2 $33,000 3 $793,000 4 $210,000 Total $1,045,000

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Municipality of Charlton and Dack Asset Management Plan December 2013

3.1.2 Charlton Water Distribution System

3.1.2.1 Asset Description The Charlton Water Distribution System is classified as a Large Municipal Residential Drinking Water System, and serves a population of approximately 270 residents through an estimated 110 service connections. The distribution system is comprised of 6 inch PVC water lines that were installed in 1988. There is no off-site water storage facility associated with the system. The length of the distribution system was estimated to be approximately 10 km, calculated based on the footprint of the town.

3.1.2.2 Specific Rating Metric Since a detailed analysis of the distribution system is not feasible given the budget of this AMP, the rating is based on current age of the system, observations made by operations staff, and residents remarks regarding the water quality. The rating system used for those assets is outlined above in Section 3.1.1.2.

3.1.2.3 Condition of the Asset The overall condition of the distribution system is excellent as watermain breaks are very rare. However, there are no fire hydrants in the system and they cannot be installed because the pipe diameter is too small to sustain the required flows. As residents complain about particulates in the drinking water, it is generally recommended to flush the lines twice annually. Since fire hydrants cannot be installed, an installation of a blow-off valve is recommended.

The current replacement cost and the condition rating of each asset are as follows:

Major Assets Replacement Condition Rating Cost Connections $67,500 4 Piping $5,000,000 4 Total $5,067,500 4 3.1.3 Clarksville Water Distribution System

3.1.3.1 Asset Description The Clarksville Subdivision distribution system is a standalone system that is located in the Municipality of Charlton and Dack, directly adjacent to the northeast boundary of the Town of Englehart. It was constructed in the early 1950s by a private developer, but is currently owned by each property owner in the subdivision. We have assumed in this AMP that the Municipality is financing the required capital expenditures of this asset. OCWA was contracted to perform water sampling and to prepare regulatory reports.

The system has fifteen (15) residential service connections and four (4) non-residential service connections. Based on the number of residential service connections and the fact that the system is jointly owned by the property owners, the Clarksville Water Distribution System is classified as a non-municipal year-round residential drinking water system. The watermains and appurtenances that comprise this water distribution system are described as follows:

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Municipality of Charlton and Dack Asset Management Plan December 2013

 2 inch galvanized steel constructed watermain that connects to the Englehart Well Supply at the west end of Second Avenue, in the area of the Junction Gas Bar and Restaurant.

 Service connections consisting of a ¾ inch plastic water line.

The system connects to and receives all water from the drinking water system owned by the Corporation of the Town of Englehart (Drinking Water System DWS #220000353). It is a communal ground water well supply that services the Town of Englehart and six (6) neighbouring distribution systems. The Englehart water treatment plant is operated by OCWA and the distribution system is operated by the Town of Englehart's Public Works Department. The water treatment facility has a maximum rated capacity of 45.4 L/s or 2,488 m3/day. It is located on 56 First Street, in Evanturel Township, in the district of Timiskaming.

The Englehart water system consists of two deep-drilled wells that feed the main treatment building, which houses the pressure filtration system, chlorination system, pump station and reservoir. A 67.5 kW diesel generator is in place and has the capacity to maintain all aspects of the operation during power outages.

3.1.3.2 Specific Rating Metric Similarly to the Charlton Water Distribution System, a detailed analysis of the Clarksville distribution system was not feasible. The condition rating is therefore based on the current age of the system, observations made by operations staff and residents’ remarks regarding the water quality. The rating system used for these assets is outlined in Section 3.1.1.2.

3.1.3.3 Condition of the Asset Given the average age of this asset and the increase in watermain breaks this year, the asset is in good condition. The current replacement cost and condition rating of each asset are shown below: Major Assets Replacement Condition Rating Cost Connections $3,750 4 Piping $1,000,000 3 Total $1,003,750 3 3.1.4 Bradley Water Distribution System

3.1.4.1 Asset Description The Bradley Subdivision distribution system delivers drinking water to the residents of the Bradley Subdivision, located in the Municipality of Charlton and Dack. The Bradley Subdivision distribution system is a standalone system that consists of approximately 1,370 m of distribution watermains. It was constructed in the early 1980s by a private developer, but is currently owned by the Corporation of the Municipality of Charlton and Dack. OCWA assumed operational responsibility of the system on March 23, 2010.

Based on the number of residential service connections (17), the Bradley Subdivision Distribution System is classified as a small municipal residential drinking water system. The

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Municipality of Charlton and Dack Asset Management Plan December 2013 watermains and appurtenances that comprise this water distribution system are described as follows:

 6 inch PVC watermain located on the Old Ferguson Highway, which connects to the Englehart Well Supply in the vicinity of Fifth Avenue, in front of the Grant Forest Products complex.

 1 ½ inch PVC watermain connected to the 6 inch main, extending west along Highway 560 to service the residences in that area.

 2 inch PVC watermain that connects to the 6 inch watermain at Old Ferguson Highway, extending west down Christopher Street and north on Michael Street.

 A single fire hydrant located at the junction of Old Ferguson Highway and Christopher Street.

The system connects to and receives all water from the drinking water system owned by the Town of Englehart (Drinking Water System DWS # 220000353).

3.1.4.2 Specific Rating Metric Similarly to the Charlton Water Distribution System, a detailed analysis of the distribution system was not feasible. The condition rating is therefore based on the current age of the system and observations made by operations staff and residents’ remarks regarding the water quality. The rating system used for these assets is outlined in Section 3.1.1.2.

3.1.4.3 Condition of the Asset The asset is in excellent condition and there were no watermain breaks recorded. The current replacement cost and the condition rating of each asset are shown below:

Major Assets Replacement Condition Rating Cost Connections $8,500 4 Piping $685,000 4 Fire Hydrant $1,000 4 Total $694,500 4 3.2 Roads

The road network in the Municipality of Charlton and Dack is comprised of both paved and gravel roads.

The Ontario Regulation 239/02 - Minimum Maintenance Standards for Municipal Highways - classifies highways and roads based on their speed limit and average annual daily traffic. The Municipality has road class 4, 5, and 6 roads, which represents roads with speed limit less than 80 km/hour and with traffic of less than 4,999 vehicles per day. The lower the road class classification number, the lower the speed limit and annual daily traffic. The following sections provide further details regarding each road type.

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Municipality of Charlton and Dack Asset Management Plan December 2013

3.2.1 Paved Roads

3.2.1.1 Asset Description The Charlton and Dack road network is comprised of approximately 3.92 km of paved roads. The appended asset spreadsheet indicates the lengths of each individual road segment, its road class classification and detailed notes regarding its condition.

3.2.1.2 Specific Rating Metric The following rating metric was used by the Municipality in evaluating paved roads.

Numeric Rating Severity of Defects Activity Rating 4 Excellent No noticeable defects. If all of these conditions exist: Routine maintenance  No crocodile cracking exists on the surface area. only – signs, cleaning  No potholes or pavement patches exist on the surface area. the ditch and  No rutting exists on the surface area. drainage structures. 3 Good Only minor deterioration or defects. If any of these conditions exist: Routine maintenance  Width of the crocodile cracking is less than 2mm. as well as repairs to  Crocodile cracking is less than 5% of the surface area. potholes and ditches.  Potholes or pavement patches are less than 10% of the surface area.  Minor rutting exists on less than 15% of the surface area. 2 Fair Some deterioration or defects are evident. If any of these conditions Frequent exist: maintenance as well  Width of the crocodile cracking is between 2mm and 5mm. as repairs to potholes  Crocodile cracking is between 5% and 15% of the surface and ditches. area.  Potholes or pavement patches are between 10% and 15% of the surface area.  Moderate rutting exists on between 15% and 50% of the surface area. 1 Poor Serious deterioration in at least some portion of the road. If any of Travel is difficult at these conditions exist: times and needs  Width of the crocodile cracking is greater than 5mm. complete rebuilding  Crocodile cracking is greater than 15% of the surface. and repair.  Potholes or pavement patches are greater than 20% of the area.  Extensive rutting exists on more than 50% of the surface. 3.2.1.3 Condition of the Assets We have categorized the paved roads by their road classes and provided the length of each road class, its replacement cost and its condition rating in the table below. The asset’s total condition rating is a weighted average where the replacement cost is the weighted factor.

Road Class Length (km) Replacement Cost Weighted Condition Rating 4 1.47 $110,250 1.00 5 1.86 $139,500 2.38 6 0.59 $44,250 1.00 Total 3.92 $294,000 1.65

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Municipality of Charlton and Dack Asset Management Plan December 2013

As we can see from the table above, the average condition rating of the paved roads is between poor and fair.

The graph below shows the proportion of the total replacement cost of paved roads in Charlton and Dack that is currently attributed to roads of condition rating 1 to 4. As can be seen, roads classified as being in poor condition (condition rating 1) account for approximately 73% of the total current replacement cost of paved roads asset.

Replacement cost breakdown by condition rating

Condition Replacement Rating Cost 1 $214,500 2 $23,250 3 4 $56,250 Total $294,000

3.2.2 Gravel Roads

3.2.2.1 Asset Description The Charlton and Dack road network is comprised of approximately 64 km of gravel roads. The appended asset spreadsheet indicates the lengths of each individual road segment, its road class classification and detailed notes regarding its condition.

3.2.2.2 Specific Rating Metric The following rating matrix was used by the municipality in evaluating gravel roads. Numeric Rating Severity of Defects Activity Rating 4 Excellent New construction – or total reconstruction. Excellent crown and Routine maintenance only – drainage. Little or no maintenance needed. signs, cleaning the ditch & drainage structures. 3 Good Good crown (2% – 3%). Adequate ditches on more than 50% of Routine maintenance as well roadway. Gravel layer mostly adequate but additional aggregate as repairs to potholes, may be needed in some locations to correct washboarding or ditches, regular grading and isolated potholes or ruts. Some loss of wearing course but less regraveling in isolated than or equal to 5 inches thick. patches. 2 Fair Fair crown (Less than 2%) Wearing course less than or equal to Regraveling of the wearing 3 inches thick. Adequate ditches on less than 50% of roadway. course. Repairs to drainage channels.

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Municipality of Charlton and Dack Asset Management Plan December 2013

Numeric Rating Severity of Defects Activity Rating 1 Poor No roadway crown or road is bowl shaped with extensive Travel is difficult at times and ponding. Little if any ditching. Less than or equal to 2 inches of needs complete rebuilding gravel. and repair of drainage services. 3.2.2.3 Condition of the Asset Similar to the paved road assets, we have grouped the gravel roads by their road classes. The table below shows the length of each road class, the replacement cost and the condition rating, which is a weighted average with the replacement cost as the weighted factor.

Road Class Length (km) Replacement Cost Condition Rating 4 24.19 $580,560 2.54 5 3.62 $86,880 2.17 6 36.2 $868,800 2.01 Total 64.01 $1,536,240 2.22 The table shows that most of the gravel roads are in between fair and good condition.

The graph below shows the proportion of the total replacement cost of gravel roads in Charlton and Dack that is currently attributed to roads of condition rating 1 to 4. As can be seen, roads classified as being in poor condition (condition rating 1) account for approximately 27% of the total current replacement cost of gravel roads asset.

Replacement cost breakdown by condition rating

Condition Replacement Rating Cost 1 $416,640 2 $627,600 3 $223,680 4 $268,320 Total $1,536,240

3.3 Bridges and Culverts

3.3.1 River Road Bridge

3.3.1.1 Asset Description The River Road Bridge is a two-lane, three span concrete bridge that was built in 1977. Since then, several structural inspections were done with the most recent one in June of 2012. The

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Municipality of Charlton and Dack Asset Management Plan December 2013 bridge is located on River Road and provides traffic access from Sprucegrove Road to the Dack/Beauchamp Township Boundary.

Based on the latest inspection by D.F. Elliott, the bridge is in good condition with no significant existing problems. The report suggests several recommendations, which are considered a priority for the Municipality and were accounted for in this AMP.

Some of the characteristics of the bridge include:

Characteristics Structure Type Concrete Year Built 1977 Last OMIS Inspection June 2012 Total Deck Length 73.77 m Overall Str. Width 8.56 m Total Deck Area 584.26 m2 Roadway Width 7.92 m No. Of Spans 3 Span Length 23.15m , 27.39m , 23.23m Municipal bridges must be inspected every two (2) years. Such an inspection would include assessing the characteristics and condition of the bridges, which would provide updated information on these assets. The River Road bridge inspection costs approximately $2,000 and is considered an operational expense and was not included in this AMP.

3.3.1.2 Specific Rating Metric D.F. Elliott followed the Ontario Structure Inspection Manual forms to conduct their inspection and assessment. The report’s inspection sheets are appended to this AMP for reference.

3.3.1.3 Condition of the Asset Following the general rating metric and the D.F. Elliott report, the condition rating of the bridge is 4 and its total replacement cost is approximately $1,900,000. This value is based on the total footprint of the bridge and conventional construction methods.

The assessment report indicated the following works to be completed within 1-5 years of the report (i.e between 2013-2018):

 Repair deck delamination – $1,200

 Chip around exposed re-bar in west barrier wall and repair - $4,300

 Remove asphalt patching, repaid spalled and chipped concrete on the approaching slab construction joint – $11,200

The AMP included these works in the years 2016, 2017 and 2018.

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Municipality of Charlton and Dack Asset Management Plan December 2013

3.3.2 Culverts

3.3.2.1 Asset Description Charlton and Dack has an extensive drainage network, comprised of a series of canals. These canals require culverts to allow the water to continue flowing. There are 187 culverts in the municipality that range in size from 6 inch to 96 inch in diameter; 169 of the culverts are made of metal, 14 are made of plastic, 2 of concrete and 1 of wood. The Municipality plans to replace the existing metal and wood culverts with plastic culverts during the various capital upgrades.

3.3.2.2 Specific Rating Metric The following rating metric was used by the Municipality in evaluating culverts. Numeric Rating Severity of Defects Activity Rating 4 Excellent No noticeable defects. No action required 3 Good Only minor deterioration or defects. Function is not May require preventative significantly affected. maintenance 2 Poor Serious deterioration in at least some portion of the Major rehabilitation structure. 1 Replacement Failed asset is no longer functional. General localized Replacement failure or complete failure. 3.3.2.3 Condition of the Asset We have grouped the culverts based on their size. The table below shows the replacement cost and the condition rating, which is a weighted average where the replacement cost is the weighted factor. Culvert Size Replacement Cost Condition Rating (mm) 6 $1,200 4.00 8 $1,300 3.00 9 $2,800 3.00 11 $1,400 4.00 12 $7,500 1.60 14 $1,600 3.00 15 $1,600 4.00 16 $68,000 2.35 18 $64,800 2.86 20 $19,000 2.80 21 $1,900 3.00 24 $96,600 2.96 28 $5,400 3.00 30 $24,300 2.89 32 $21,000 2.43 36 $31,500 2.78 40 $11,100 3.67

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Municipality of Charlton and Dack Asset Management Plan December 2013

Culvert Size Replacement Cost Condition Rating (mm) 42 $7,400 2.50 48 $16,000 2.50 56 $4,300 2.00 64 $4,600 3.00 72 $10,000 3.00 96 $183,800 1.09 Total $587,100 2.24 It is important to note that there the 96 inch diameter cement culvert on Palmateer Road with condition rating 1 is due for replacement. The replacement of this culvert accounts for approximately 30% of the total replacement cost of all the culverts in the Municipality. Furthermore, the culvert’s poor condition pulls down the weighted condition rating of this asset to 2.24. Without the Palmateer Road culvert, the weighted condition rating would have been 2.78.

The graph below shows the proportion of the total replacement cost of all the culverts in Charlton and Dack that is currently attributed to culverts of condition rating 1 to 4. As can be seen, culverts with condition rating 1, which required replacement, account for approximately 40% of the total current replacement cost of culvert asset.

Replacement cost breakdown by condition rating

Condition Replacement Rating Cost 1 $233,500 2 $87,200 3 $160,200 4 $106,200 Total $587,100

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Municipality of Charlton and Dack Asset Management Plan December 2013

4.0 Expected Levels of Service

4.1 Water System

The Charlton and Dack Water Systems are operated to meet a level of service that is appropriate for the size and unique nature of this Municipality. The desired level of service for Charlton and Dack with regards to its drinking water system includes:

 Providing continuous water service to the residents and visitors with less than 5 watermain breaks per year.

 Providing safe, potable water and complying with all drinking water regulatory requirements set out in Ontario Regulation 170/03.

 Adequately chlorinating the water supply for distribution in accordance with the Procedure of Disinfection of Drinking Water in Ontario, while maintaining low THM levels.

 Addressing residents’ concerns within 24 hours.

4.2 Roads

The expected level of service for the road network in Charlton and Dack is highly dependent on the season and the funding available for maintenance and capital items. The municipality adopted Ontario Regulation 239/02 - Minimum Maintenance Standards for Municipal Highways as the desired level of service. The Minimum Maintenance Standards provides various response times, resources allocation and required road maintenance routines. For example, the Regulation provide the required response time for snow removal based on the road class and snow accumulation levels.

Given the limited resources available to the Municipality, the roads’ expected level of service is prioritized base on the road classification. Roads class 4 have a higher priority than road class 5 and 6.

4.3 Bridges and Culverts

In addition to Ontario Regulation 239/02, the Public Transportation and Highway Improvements Act requires that all provincial and municipal bridges be inspected every two (2) years under the direction of a professional engineer using the Ministry of Transportation’s Ontario Structure Inspection Manual (Manual). Although municipalities are responsible for inspecting their own bridges in accordance with the Manual, there is no legislation that provides any provincial ministry with the authority to oversee municipalities’ compliance with this requirement. The purpose of the level of service for bridges and culverts is to provide safe vehicular and pedestrian passage and maintain safe surface water flow. As such, the desired level of service is:

 Compliance with Ontario Regulation 239/02.

 Biennial bridge and culvert inspection and implementation of reports finding.

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Municipality of Charlton and Dack Asset Management Plan December 2013

 Culvert cleanout if the culvert is restricted by at least 50%.

 Inspection of known problem areas after major rainfall events.

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Municipality of Charlton and Dack Asset Management Plan December 2013

5.0 Asset Management Strategy

The asset management strategy for the Municipality of Charlton and Dack outlines the capital, major maintenance works, and any accompanying studies required to maintain and meet the levels of service outlined in Section 4.0. Financial and manpower requirements limit the possible improvements that the Municipality can undertake. Therefore, a sound AMP strategy must include the most critical upgrades that will address regulatory compliance, while maintaining the desired level of service at the lowest possible life cycle cost. Other works that may improve the level of service provided to customers, but do not contribute to remaining in compliance must occasionally be postponed until there is sufficient staff or funding available to address these non-critical items.

The following sections of the asset management plan document outline the planned renewal and rehabilitation activities for the drinking water system, roads, bridges and culverts for the required 10-year planning horizon. A detailed breakdown of the timing of each upgrade is provided in the appendix.

5.1 Water System

5.1.1 Charlton Water Treatment Plant (WTP)

The overall condition of the drinking water system is good and appears to be able to provide the level of service it was intended to. As mentioned earlier, the WTP is operating at approximately 21% of its maximum capacity. Therefore, the municipality is considering options to increase residential development to reduce the per capita operational costs of the WTP. In addition to the Municipality’s population growth initiatives, the WTP has the following planned works:

 Inspection of the intake pipe at the end of the 10-year plan.

 Rehabilitation of the flash mixer.

 Inspection and possible rehabilitation work of the low lift pumps.

 Replacement of one of the sodium hypochlorite pumps (one pump was replaced in 2013).

 Replacement of the two (2) sodium carbonate (soda ash) pumps in the next 10 years.

 Replacement of one aluminum sulphate pump.

 Cleaning the chlorine contact, clearwell no. 1 and 2, backwash settling and backwash water tanks over the next 10 years.

 Replacement of one of the ammonium sulphate pumps (one was recently replaced).

 Replacement of the hydropneumatic tank.

 Replacement of the sludge pump in the backwash and wastewater tank.

 Replacement of the chlorine analyzer in 6 years.

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Municipality of Charlton and Dack Asset Management Plan December 2013

The annual WTP expenditure is shown below. Appendix A provides a detailed graph outlining the costs and timing of each item for each asset.

5.1.2 Bradley, Charlton and Clarksville Water Distribution Systems

The Bradley and Charlton water distribution systems are in excellent condition, while the Clarksville system is in good condition. In addition to normal operational costs, the only capital investment requirement is the installation of a flushing valve on the Charlton Distribution system is recommended to address some of the residents’ concern regarding solids in the drinking water. The following graph provides an overview of the annual 10-year expenditure. Further details are provided in Appendix A.

5.2 Roads

While most of the paved and gravel roads are in fair to good condition, some required major rehabilitation is necessary in the short term. Major road rehabilitation is a very costly undertaking. The works includes re-graveling of the gravel roads to reach 6 inch of gravel depth

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Municipality of Charlton and Dack Asset Management Plan December 2013 and rebuilding the paved roads that are in poor condition. The gravel and paved roads that are in poor condition where scheduled for rehabilitation during 2014-2017. The gravel roads that are in fair condition were scheduled for re-gravel in 2018. The gravel roads that are in good condition were scheduled for re-gravel in 2020. The graph below shows the annual projects expenditure on roads.

5.3 Bridges and Culverts

As seen in Section 3 of this AMP, a substantial portion of the culverts require replacement. The 96 inch diameter culvert on Palmateer Road is made of concrete and is due to be replaced. It has the highest replacement cost of $187,000. All culverts that are rated as 1 should be replaced in 2014, condition rating 2 culverts are planned for replacement in 2016 and condition rating 3 culverts were scheduled for replacement in 2021.

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Municipality of Charlton and Dack Asset Management Plan December 2013

6.0 Financing Strategy

Having a financial plan is critical for putting an asset management plan into action. A strong financial plan may also allow municipalities to demonstrate that they have made a concerted effort to integrate asset management planning with financial planning and budgeting, and to make full use of all available infrastructure financing tools.

The Ministry of Infrastructure confirms this concept in its Building Together Guide for Municipal Asset Management Plans, which states that future provincial infrastructure funding will be dependent on municipalities being able to demonstrate that a full range of available financing and revenue generation tools has been explored. This section of the AMP discusses the costs associated with these asset management strategies along with the forecasted revenues available to contribute to their execution

6.1 Projected Expenditure

The yearly expenditures for each set of assets are provided in Section 5 the tables in the Appendices at the end of this document. The expenditure forecasts were developed based on Operator/Municipal staff knowledge, along with a high level condition assessment completed on the water treatment systems.

The expenditure forecast includes non-infrastructure solutions (where applicable), renewal activities, rehabilitation activities, replacement activities, disposal activities and expansion activities.

Expenditures for non-water assets were completed based on the Town’s financial statements and other technical studies. The expenditures for the water assets were completed based on OCWA’s operational and engineering experience.

The graph on the next page consolidates the required annual expenditures for each of the asset categories explained in Section 5.

6.1.1 Debt

The Municipality is currently carrying two (2) loans for the Bradley Water Distribution System ($11,416) and Charlton Water Distribution System ($60,225). Both loans do not have a due date or scheduled payments and were not accounted for in the financial planning of this AMP. However, any funding that are not going toward capital improvements should be allocated for debt repayment.

6.2 Proposed Financing

One of the key aspects of the AMP is to provide projected expenditures and confirm whether existing revenue streams are adequate. If funding is inadequate, then shortfalls have to be identified. Level of service, asset management and financing strategies have to be adjusted so that the existing funding can finance the projected expenditures.

The Municipality receives $37,350 annually as part of the Gas Tax Grant. This grant will be used directly for road reconstruction and renewal. In addition, the Water Services Charges for 2009 was $91,375. However, only $5,000 is allocated for capital improvement. We have

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Municipality of Charlton and Dack Asset Management Plan December 2013 assumed that the same revenue stream, totaling $42,350, will be available for the next 10 years. The available budget is shown graph below. Despite this grant, the Municipality does not have adequate funding to support the works identified in this AMP without assistance from the provincial and/or federal government through grants and funding opportunities. The graph below shows the shortfall between revenue and expected expenditures.

6.3 Addressing the Shortfall

Since there is a substantial shortfall in the amount of funding required, it is critical to reduce the service level and prioritize any essential services and works. After discussions with the Municipality, the following actions are proposed to address the shortfall in revenue:

1. Postpone the replacement of the 96 inch concrete culvert on Palmateer Road. Due to the drainage in the area, the culvert has to be replaced with another 96 inch culvert. The estimated capital cost of this replacement is approximately $187,000, which includes engineering design and construction. The Municipality is currently applying for additional funding to proceed with the works. Under the funding arrangement, the Municipality will be responsible for 10% of the total capital cost. As such, this AMP will have to be updated if the funding is granted. The new consolidated annual expenditure graph is shown below.

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Municipality of Charlton and Dack Asset Management Plan December 2013

2. To further reduce the expenditure, all roads and culverts work related to Class 6 roads will be postponed to a later date when funding would be available. The new consolidated annual expenditure graph is shown below.

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Municipality of Charlton and Dack Asset Management Plan December 2013

3. To further reduce the expenditure, all roads and culverts work related to Class 5 roads will be postponed to a later date when funding would be available. The new consolidated annual expenditure graph is shown below

4. The rehabilitation of Class 4 roads and associated culverts was redistributed over the 10-year period so that projected revues will equal expenditures. The roads and culverts were scheduled according to the severity of their condition rating. The new consolidated annual expenditure graph is shown below.

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Municipality of Charlton and Dack Asset Management Plan December 2013

5. In order to further reduce the capital expenditures, all work related to the culverts Class 4 was postponed until further funding is available. The new consolidated annual expenditure graph is shown below.

The latest annual expenditure graph shows that some years have a surplus of funding which should be saved for the works that are scheduled for the preceding years.

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Municipality of Charlton and Dack Asset Management Plan December 2013

7.0 Implementation of the Asset Management Plan

This asset management plan has been created based on information provided by the Municipality, visual inspection, operator experience and assumptions. As more information becomes available and as improvement projects are executed, this asset management plan should be updated to facilitate an iterative cycle of asset management decisions.

In the near future, updates should be made to account for the funding status of the culvert on Palmateer Road any additional information regarding any completed works.

Subsequent reviews should be performed every three (3) to five (5) years.

Last Page Mark

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Appendix A

AMP Spreadsheet

Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost

Pipe was not inspected as part of this assignment. 83 m long, 200 mm Consider conducting an diameter pipe drawing Water Intake Pipe inspection in 2023 (asset 2 $25,000 $10,000 $10,000 water from the Englehart age will be 37 years and River approaching the end of its useful life (40 years)) Three (3) submersible Conduct pumps inspection pumps (two duty and Low Lift Pumping in 2014 and rebuild 2 Water one standby) each rated 3 $35,000 $4,000 $4,000 $8,000 Station pump over the next 10 at 3.25 L/s and a control years. panel. Ecodyne Monoplant The treatment system package treatment performs adequately and system, Coagulation and no future major Flocculation, Upflow Package rehabilitation work is Water clarification using 3 $400,000 $0 Treatment Plant planned. Filter Media is in settling tubes & Dual good condition and media media filtration through replacement in the next 10 two sand and anthracite years is not required. filters includes process Pre-chlorination pump was pumps, feed lines and Sodium replaced in 2013, Plan for Water storage tanks. Used for 4 $10,000 $2,000 $2,000 Hypochlorite post-chlorination pump Pre-chlorination and replacement in 2016. post filter chlorination. Includes process Sodium pumps, feed lines and Planned replacement of Water Carbonate (Soda storage tank. Sodium the 2 diaphragms pumps in 3 $10,000 $2,000 $2,000 Ash) Carbonate is added for 2014. pH adjustment Includes process pumps, feed lines and Aluminum storage tank. Added for Regular preventative Water 4 $10,000 $500 $500 Sulphate coagulation and maintenance flocculation at the raw water header Includes process pumps, feed lines and storage tank. Added for Regular preventative Water Polymer 4 $10,000 $500 $500 coagulation and maintenance flocculation at the raw water header Filtered water enters the No major rehabilitation Chlorine Contact Water 133 m3 capacity work is planned. Plan for 3 $45,000 $2,000 $2,000 Chamber chamber tank cleaning. No major rehabilitation Water Clearwell No. 1 Concrete tank work is planned. Plan for 3 $90,000 $3,000 $3,000 tank cleaning. No major rehabilitation Water Clearwell No. 2 Concrete tank work is planned. Plan for 3 $145,000 $3,000 $3,000 tank cleaning. Added at the discharge of the chlorine contact chamber to produce a combined residual New pump was installed in Ammonium Water before entering the 2012. Plan to replace 4 $10,000 $3,000 $3,000 Sulphate distribution system. second pump in 2019. Includes process pumps, feed lines and storage tank.

Two (2) high lift pumps each rated 4.85 L/s that Pump are in good Water High Lift Pumps 4 $20,000 $0 directs water to the condition. distribution system

Surge tank does not have a TSA approval stamp. 1500 L hydropneumatic Several consultants been Hydropneumatic tank that provides Water contacted but unwilling to 1 $10,000 $10,000 $10,000 Tank pressure to the provide safety approval. distribution system Consider replacing the tank in the near future. Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Backwash and No major rehabilitation Water Wastewater 50 m3 concrete tank work is planned. Plan for 3 $10,000 $3,000 $3,000 Tank tank cleaning. Sludge pump found in the backwash and Plan to replace pump in Water Sludge Pump 2 $8,000 $8,000 $8,000 wastewater tank, with a 2017. rated capacity of 5.1 L/s

273 m3 settling tank equipped with a sludge No major rehabilitation Backwash pump. The supernatant Water work is planned. Plan for 3 $45,000 $3,000 $3,000 Settling Tank is discharged by an tank cleaning. effluent weir to the Englehart River Sludge Transfer pump No major rehabilitation found in the backwash Sludge Transfer work is planned. Plan for Water settling tank, with a 3 $8,000 $4,000 $4,000 Pump major rehabilitation at rated capacity of 15.2 2023. L/s Turbidity meter was On-line turbidimeter is installed recently and no Water Turbidity Meter used to monitor the 3 $5,000 $0 major rehabilitation work is turbidity off the filters. planned. Continuous chlorine analyzer monitors free Chlorine Water chlorine and total Plan to replace analyzer. 4 $5,000 $5,000 $5,000 Analyzer chlorine residual of the treated water No major rehabilitation work is planned. Plan to Valves and General process valves Water replace some piping when 4 $30,000 $3,000 $3,000 Piping and piping. installing the new hydropneumatic tank. Exhaust fans, Plan for major Water instrumental air rehabilitation for the next 4 $15,000 $5,000 $5,000 etc 10 years. 80 kW standby diesel generator set is The generator and transfer available on-site to switch were recently Water Standby Power provide power to the installed and no major 4 $100,000 $0 WTP during power rehabilitation work is failures. Includes double planned. wall fuel storage tank Connections - Serves 270 residents Charlton Install Blow off valve for Water through 110 service 4 $67,500 $5,000 $5,000 Distribution flushing connections System Comprised of 6 inch PVC (Blue Brute) water Piping - Charlton mains which were Water Valve and Box Water Distribution 4 $5,000,000 $0 installed in the late Exercise System 1980s. Approximately 10 km in length. Fifteen (15) residential service connections and Connections - four (4) non-residential Clarksville service connections. No major rehabilitation Water 4 $3,750 $0 Distribution Service connections work is planned. System including of 3/4 inch plastic constructed water line 2 inch galvanized steel constructed water main Piping - that connects to the Clarksville Water Valve and Box Water Englehart Well Supply at 3 $1,000,000 $0 Distribution Exercise the west end of Second System Avenue (approximately 2km in length) Connections - Seventeen (17) Bradley No major rehabilitation Water residential service 4 $8,500 $0 Distribution work is planned. connections System Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost

Approximately 1370 m is distribution mains, constructed in the early 1980s. Comprised of a 6 inch PVC water main Piping - Bradley located on the Old Water Valve and Box Water Distribution Ferguson Highway, 1 1370 4 $685,000 $0 Exercise System 1/2 inch PVC water main connected to the 6 inch water main, 2 inch PVC water main connection to the 6 inch water main Fire Hydrant - Bradley Water One (1) fire hydrant Hydrant Re-coating. 4 $1,000 $350 $350 Distribution System Culvert requires Bridges and Culverts replacement and regular POI491 4 Palmateer 24 13 Metal Replacement 1 $2,100 $2,100 $2,100 Culverts maintenance. Culvert requires Bridges and Culverts replacement and regular POI497 4 Palmateer 96 19 Cement Replacement 1 $178,000 $178,000 $178,000 Culverts maintenance. Culvert requires Bridges and Culverts replacement and regular POI495 4 River 36 22 Metal Replacement 1 $3,500 $3,500 $3,500 Culverts maintenance. Culvert requires Bridges and Culverts replacement and regular POI494 4 River 16 16 Metal Replacement 1 $1,700 $1,700 $1,700 Culverts maintenance. Culvert requires Bridges and Culverts replacement and regular POI463 4 Sutton's 16 13 Metal Replacement 1 $1,700 $1,700 $1,700 Culverts maintenance. Culvert requires Bridges and Very Bad Need new 16 Culverts replacement and regular POI449 4 Sprucegrove 12 10 Metal Replacement 1 $1,500 $1,500 $1,500 Culverts x 30' 2003 maintenance. Culvert requires Bridges and Bradley Culverts replacement -poor replacement and regular POI481 5 18 13 Metal Replacement 1 $1,800 $1,800 $1,800 Culverts Subdivision maintenance. Culvert requires Bridges and Culverts replacement and regular POI474 5 Track 16 13 Metal Replacement 1 $1,700 $1,700 $1,700 Culverts maintenance. Culvert requires Bridges and Culverts replacement and regular POI110 6 Alpine 20 10 Metal Replacement 1 $1,900 $1,900 $1,900 Culverts maintenance. Culvert requires Bridges and Crooked Culverts replacement and regular POI426 6 16 13 Metal Replacement 1 $1,700 $1,700 $1,700 Culverts Cross maintenance. Culvert requires Bridges and Crooked Culverts replacement and regular POI427 6 16 13 Metal Replacement 1 $1,700 $1,700 $1,700 Culverts Cross maintenance. Culvert requires Bridges and Crooked Culverts replacement and regular POI428 6 16 19 Metal Replacement 1 $1,700 $1,700 $1,700 Culverts Cross maintenance. Culvert requires Bridges and Condition is Crooked Culverts replacement and regular POI429 6 30 19 Metal Replacement 1 $2,700 $2,700 $2,700 Culverts replacement to poor . Cross maintenance. Culvert requires Bridges and Crooked Culverts replacement and regular POI430 6 16 13 Metal Replacement 1 $1,700 $1,700 $1,700 Culverts Cross maintenance. Culvert requires Bridges and Culverts replacement and regular POI446 6 Storybook 24 19 Metal Replacement 1 $2,100 $2,100 $2,100 Culverts maintenance. Culvert requires Bridges and Culverts replacement and regular POI453 6 Cabin 24 13 Metal Replacement 1 $2,100 $2,100 $2,100 Culverts maintenance. Culvert requires Bridges and Culverts replacement and regular POI454 6 Cabin 24 13 Metal Replacement 1 $2,100 $2,100 $2,100 Culverts maintenance. Culvert requires Bridges and May have been replaced Culverts replacement to a 16 inch POI455 6 Cabin 16 13 Metal Replacement 1 $1,700 $1,700 $1,700 Culverts with 16"x? culvert Culvert requires Bridges and Culverts replacement and regular POI456 6 Cabin 24 13 Metal Replacement 1 $2,100 $2,100 $2,100 Culverts maintenance. Culvert requires Bridges and Culverts replacement and regular POI457 6 Cabin 16 13 Metal Replacement 1 $1,700 $1,700 $1,700 Culverts maintenance. Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Culvert requires Bridges and Culverts replacement and regular POI458 6 Cabin 32 13 Metal Replacement 1 $3,000 $3,000 $3,000 Culverts maintenance. Culvert requires Bridges and Culverts replacement and regular POI461 6 Mill Creek 16 13 Metal Replacement 1 $1,700 $1,700 $1,700 Culverts maintenance. Culvert requires Bridges and Culverts replacement and regular POI465 6 Mill Creek 12 13 Metal Replacement 1 $1,500 $1,500 $1,500 Culverts maintenance. Culvert requires Bridges and Culverts replacement and regular POI466 6 Mill Creek 12 13 Metal Replacement 1 $1,500 $1,500 $1,500 Culverts maintenance. Culvert requires Bridges and Culverts replacement and regular POI468 6 Mill Creek 18 13 Metal Replacement 1 $1,800 $1,800 $1,800 Culverts maintenance. Culvert requires Bridges and Culverts replacement and regular POI470 6 Mill Creek 18 13 Metal Replacement 1 $1,800 $1,800 $1,800 Culverts maintenance. Culvert requires Bridges and Culverts replacement and regular POI481 6 Campbells 16 13 Metal Replacement 1 $1,700 $1,700 $1,700 Culverts maintenance. Culvert requires Bridges and Culverts replacement and regular POI482 6 Campbells 16 13 Metal Replacement 1 $1,700 $1,700 $1,700 Culverts maintenance. Culvert requires Bridges and Culverts replacement and regular POI446 6 Knights 18 10 Metal Replacement 1 $1,800 $1,800 $1,800 Culverts maintenance. Culvert requires Bridges and Culverts Bad shape replacement and regular POI445 6 Knights 18 7 Metal Replacement 1 $1,800 $1,800 $1,800 Culverts maintenance. Bridges and Culvert requires major Culverts POI343 4 Sprucegrove 18 22 Metal Poor 2 $1,800 $1,800 $1,800 Culverts rehabilitation Bridges and Culvert requires major Culverts POI417 4 Brentha 36 19 Metal Poor 2 $3,500 $3,500 $3,500 Culverts rehabilitation Bridges and Culvert requires major Culverts POI489 4 Palmateer 24 19 Metal Poor 2 $2,100 $2,100 $2,100 Culverts rehabilitation Bridges and Culvert requires major Culverts POI490 4 Palmateer 16 13 Metal Poor 2 $1,700 $1,700 $1,700 Culverts rehabilitation Bridges and Culvert requires major Culverts POI494 4 Palmateer 16 13 Metal Poor 2 $1,700 $1,700 $1,700 Culverts rehabilitation Bridges and Culvert requires major Culverts 25 River POI450 4 River 36 13 Metal Poor 2 $3,500 $3,500 $3,500 Culverts rehabilitation Bridges and Culvert requires major Culverts POI489 4 Sprucegrove 24 16 Metal Poor 2 $2,100 $2,100 $2,100 Culverts rehabilitation Bridges and Culvert requires major Culverts POI485 4 River 30 31 Metal Poor 2 $2,700 $2,700 $2,700 Culverts rehabilitation Bridges and Culvert requires major Stoney Culverts POI443 4 18 13 Metal Poor 2 $1,800 $1,800 $1,800 Culverts rehabilitation Lonesome Bridges and Culvert requires major Stoney Culverts POI442 4 24 13 Metal Poor 2 $2,100 $2,100 $2,100 Culverts rehabilitation Lonesome Bridges and Culvert requires major Bradley Culverts POI480 5 24 19 Metal Poor 2 $2,100 $2,100 $2,100 Culverts rehabilitation Subdivision Bridges and Culvert requires major Culverts POI476 5 10th 36 16 Metal Poor 2 $3,500 $3,500 $3,500 Culverts rehabilitation Bridges and Culvert requires major Culverts POI475 5 Track 16 13 Metal Poor 2 $1,700 $1,700 $1,700 Culverts rehabilitation Bridges and Culvert requires major Culverts POI472 5 12th 32 13 Metal Poor 2 $3,000 $3,000 $3,000 Culverts rehabilitation Bridges and Culvert requires major Culverts POI471 5 11th 32 13 Metal Poor 2 $3,000 $3,000 $3,000 Culverts rehabilitation Bridges and Culvert requires major Culverts POI470 5 10th 48 13 Metal Poor 2 $4,000 $4,000 $4,000 Culverts rehabilitation Bridges and Culvert requires major Culverts POI109 6 Alpine 20 13 Metal Poor 2 $1,900 $1,900 $1,900 Culverts rehabilitation Bridges and Culvert requires major Culverts North end underground POI384 6 Concession 20 13 Metal Poor 2 $1,900 $1,900 $1,900 Culverts rehabilitation Bridges and Culvert requires major Culverts POI397 6 Amy 16 13 Metal Poor 2 $1,700 $1,700 $1,700 Culverts rehabilitation Bridges and Culvert requires major Culverts POI409 6 Honey 24 13 Metal Poor 2 $2,100 $2,100 $2,100 Culverts rehabilitation Bridges and Culvert requires major Culverts POI410 6 Honey 24 13 Metal Poor 2 $2,100 $2,100 $2,100 Culverts rehabilitation Bridges and Culvert requires major Crooked Culverts POI423 6 56 13 Metal Poor 2 $4,300 $4,300 $4,300 Culverts rehabilitation Cross Bridges and Culvert requires major Crooked Culverts POI425 6 16 13 Metal Poor 2 $1,700 $1,700 $1,700 Culverts rehabilitation Cross Bridges and Culvert requires major Culverts Poor to replacement. POI445 6 Storybook 18 13 Metal Poor 2 $1,800 $1,800 $1,800 Culverts rehabilitation Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Bridges and Culvert requires major Culverts POI451 6 Cabin 24 19 Metal Poor 2 $2,100 $2,100 $2,100 Culverts rehabilitation Bridges and Culvert requires major Culverts POI459 6 Cabin 42 13 Metal Poor 2 $3,700 $3,700 $3,700 Culverts rehabilitation Bridges and Culvert requires major Culverts POI460 6 Cabin 48 13 Metal Poor 2 $4,000 $4,000 $4,000 Culverts rehabilitation Bridges and Culvert requires major Culverts POI463 6 Mill Creek 18 13 Metal Poor 2 $1,800 $1,800 $1,800 Culverts rehabilitation Bridges and Culvert requires major Culverts Poor to replacement POI464 6 Mill Creek 16 13 Metal Poor 2 $1,700 $1,700 $1,700 Culverts rehabilitation Bridges and Culvert requires major Culverts POI472 6 Grant 18 13 Metal Poor 2 $1,800 $1,800 $1,800 Culverts rehabilitation Bridges and Culvert requires major Culverts POI473 6 Grant 12 13 Metal Poor 2 $1,500 $1,500 $1,500 Culverts rehabilitation Bridges and Culvert requires major Culverts POI479 6 Campbells 16 13 Metal Poor 2 $1,700 $1,700 $1,700 Culverts rehabilitation Bridges and Culvert requires major Culverts POI483 6 Campbells 24 13 Metal Poor 2 $2,100 $2,100 $2,100 Culverts rehabilitation Bridges and Culvert requires major Culverts POI484 6 Campbells 16 13 Metal Poor 2 $1,700 $1,700 $1,700 Culverts rehabilitation Bridges and Culvert requires major Culverts POI469 6 MacPherson's 24 13 Metal Poor 2 $2,100 $2,100 $2,100 Culverts rehabilitation Bridges and Culvert requires major Culverts POI467 6 MacPherson's 24 13 Metal Poor 2 $2,100 $2,100 $2,100 Culverts rehabilitation Bridges and Culverts Preventative maintenance POI342 4 Sprucegrove 24 13 Metal Good 3 $2,100 $2,100 $2,100 Culverts Bridges and Culverts Preventative maintenance POI420 4 Brentha 21 13 Metal Good 3 $1,900 $1,900 $1,900 Culverts Multi-plate. Culvert Bridges and Culverts collapsed and repaired Preventative maintenance POI437 4 Brentha 28 19 Metal Good 3 $2,700 $2,700 $2,700 Culverts 1983-84. 163,993.28 Bridges and Culverts Preventative maintenance POI438 4 Brentha 18 25 Metal Good 3 $1,800 $1,800 $1,800 Culverts Bridges and Culverts Preventative maintenance POI439 4 Brentha 30 19 Metal Good 3 $2,700 $2,700 $2,700 Culverts Bridges and Culverts Preventative maintenance POI487 4 Palmateer 24 19 Metal Good 3 $2,100 $2,100 $2,100 Culverts Bridges and Culverts Preventative maintenance POI488 4 Palmateer 48 19 Metal Good 3 $4,000 $4,000 $4,000 Culverts Bridges and Culverts Preventative maintenance POI492 4 Palmateer 32 13 Metal Good 3 $3,000 $3,000 $3,000 Culverts Bridges and Culverts Preventative maintenance POI499 4 Palmateer 16 13 Metal Good 3 $1,700 $1,700 $1,700 Culverts Bridges and Culverts Preventative maintenance POI500 4 River 24 16 Metal Good 3 $2,100 $2,100 $2,100 Culverts Bridges and Culverts Preventative maintenance POI499 4 River 18 16 Metal Good 3 $1,800 $1,800 $1,800 Culverts Bridges and Culverts Preventative maintenance POI497 4 River 36 22 Metal Good 3 $3,500 $3,500 $3,500 Culverts Bridges and Culverts Preventative maintenance POI496 4 River 18 16 Metal Good 3 $1,800 $1,800 $1,800 Culverts Bridges and Culverts Condition is 3 or 4 Preventative maintenance POI493 4 River 40 16 Metal Good 3 $3,700 $3,700 $3,700 Culverts Bridges and Culverts Preventative maintenance POI492 4 River 16 16 Metal Good 3 $1,700 $1,700 $1,700 Culverts Bridges and Culverts Preventative maintenance POI491 4 River 48 16 Metal Good 3 $4,000 $4,000 $4,000 Culverts Bridges and Culverts Preventative maintenance POI490 4 Sprucegrove 18 16 Metal Good 3 $1,800 $1,800 $1,800 Culverts Bridges and Culverts Preventative maintenance POI484 4 River 18 16 Metal Good 3 $1,800 $1,800 $1,800 Culverts Bridges and Culverts Preventative maintenance POI483 4 River 16 16 Metal Good 3 $1,700 $1,700 $1,700 Culverts Bridges and Culverts Responsibility of MTO Preventative maintenance POI465 4 Sutton's 64 19 Metal Good 3 $4,600 $4,600 $4,600 Culverts Bridges and Culverts Preventative maintenance POI464 4 Sutton's 14 13 Wood Good 3 $1,600 $1,600 $1,600 Culverts Bridges and Culverts Preventative maintenance POI462 4 Sutton's 24 13 Metal Good 3 $2,100 $2,100 $2,100 Culverts Bridges and Culverts Preventative maintenance POI461 4 Sprucegrove 30 13 Metal Good 3 $2,700 $2,700 $2,700 Culverts Bridges and Culverts Preventative maintenance POI448 4 Sprucegrove 72 13 Metal Good 3 $5,000 $5,000 $5,000 Culverts Bridges and Culverts Preventative maintenance POI447 4 Sprucegrove 24 16 Metal Good 3 $2,100 $2,100 $2,100 Culverts Bridges and Stoney Culverts Preventative maintenance POI441 4 24 13 Metal Good 3 $2,100 $2,100 $2,100 Culverts Lonesome Bridges and Culverts Preventative maintenance POI440 4 Beaver 30 19 Metal Good 3 $2,700 $2,700 $2,700 Culverts Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Bridges and Culverts Preventative maintenance POI391 5 Lakeshore 24 13 Plastic Good 3 $2,100 $2,100 $2,100 Culverts Bridges and Culverts Preventative maintenance POI396 5 Rock 18 20 Metal Good 3 $1,800 $1,800 $1,800 Culverts Bridges and Culverts Preventative maintenance POI398 5 Main 24 15 Metal Good 3 $2,100 $2,100 $2,100 Culverts Bridges and Culverts Preventative maintenance POI473 5 Track 32 13 Metal Good 3 $3,000 $3,000 $3,000 Culverts Bridges and water shut off in the Culverts Preventative maintenance POI368 6 Eplett 20 15 Metal Good 3 $1,900 $1,900 $1,900 Culverts ditch Bridges and Culverts Preventative maintenance POI369 6 Eplett 16 13 Metal Good 3 $1,700 $1,700 $1,700 Culverts Bridges and Culverts Preventative maintenance POI370 6 Newton 36 14 Metal Good 3 $3,500 $3,500 $3,500 Culverts Bridges and Culverts Preventative maintenance POI371 6 Newton 20 13 Metal Good 3 $1,900 $1,900 $1,900 Culverts Bridges and Culverts Preventative maintenance POI372 6 Concession 16 13 Metal Good 3 $1,700 $1,700 $1,700 Culverts Bridges and Culverts Preventative maintenance POI373 6 Concession 18 10 Metal Good 3 $1,800 $1,800 $1,800 Culverts Bridges and Culverts Preventative maintenance POI374 6 Concession 16 9 Metal Good 3 $1,700 $1,700 $1,700 Culverts Bridges and Culverts South of Newton Preventative maintenance POI376 6 Ryan 18 10 Metal Good 3 $1,800 $1,800 $1,800 Culverts Bridges and Culverts Preventative maintenance POI377 6 Ryan 18 13 Metal Good 3 $1,800 $1,800 $1,800 Culverts Bridges and Culverts Preventative maintenance POI378 6 Cooley 16 11 Metal Good 3 $1,700 $1,700 $1,700 Culverts Bridges and Culverts Preventative maintenance POI379 6 Cooley 24 15 Metal Good 3 $2,100 $2,100 $2,100 Culverts Bridges and Hansuld Culverts Overflow pipe Preventative maintenance POI380 6 20 11 Metal Good 3 $1,900 $1,900 $1,900 Culverts Avenue Bridges and Hansuld Culverts Overflow pipe Preventative maintenance POI381 6 16 13 Metal Good 3 $1,700 $1,700 $1,700 Culverts Avenue Bridges and Culverts Preventative maintenance POI385 6 Richard 18 14 Metal Good 3 $1,800 $1,800 $1,800 Culverts Bridges and Culverts Preventative maintenance POI386 6 Linton 18 13 Metal Good 3 $1,800 $1,800 $1,800 Culverts Bridges and Culverts Preventative maintenance POI387 6 Linton 18 12 Metal Good 3 $1,800 $1,800 $1,800 Culverts Bridges and Culverts Preventative maintenance POI388 6 Robert 24 13 Metal Good 3 $2,100 $2,100 $2,100 Culverts Bridges and Culverts Partial plugged Preventative maintenance POI399 6 Amy 18 9 Metal Good 3 $1,800 $1,800 $1,800 Culverts Bridges and Culverts Preventative maintenance POI400 6 Robert 24 13 Metal Good 3 $2,100 $2,100 $2,100 Culverts Bridges and Culverts West end bent up badly Preventative maintenance POI401 6 Church 24 13 Metal Good 3 $2,100 $2,100 $2,100 Culverts Bridges and Culverts Preventative maintenance POI402 6 Church 12 13 Metal Good 3 $1,500 $1,500 $1,500 Culverts Bridges and Culverts Preventative maintenance POI403 6 Church 20 13 Metal Good 3 $1,900 $1,900 $1,900 Culverts Bridges and Culverts Preventative maintenance POI404 6 Agnes 16 13 Metal Good 3 $1,700 $1,700 $1,700 Culverts Bridges and West end plugged no Culverts Preventative maintenance POI405 6 Agnes 18 16 Metal Good 3 $1,800 $1,800 $1,800 Culverts west end plug Bridges and Culverts west end plugged Preventative maintenance POI406 6 Robert 20 13 Metal Good 3 $1,900 $1,900 $1,900 Culverts Bridges and Culverts Preventative maintenance POI407 6 Bay/Richard 18 13 Metal Good 3 $1,800 $1,800 $1,800 Culverts Bridges and Culverts Preventative maintenance POI414 6 Honey 16 13 Metal Good 3 $1,700 $1,700 $1,700 Culverts Bridges and Crooked Culverts Preventative maintenance POI431 6 42 13 Metal Good 3 $3,700 $3,700 $3,700 Culverts Cross Bridges and Crooked Culverts Preventative maintenance POI432 6 24 13 Metal Good 3 $2,100 $2,100 $2,100 Culverts Cross Bridges and Culverts Preventative maintenance POI447 6 Storybook 30 13 Metal Good 3 $2,700 $2,700 $2,700 Culverts Bridges and Culverts Preventative maintenance POI448 6 Storybook 16 13 Metal Good 3 $1,700 $1,700 $1,700 Culverts Bridges and Culverts Preventative maintenance POI449 6 Storybook 16 13 Metal Good 3 $1,700 $1,700 $1,700 Culverts Bridges and Culverts Multi-plate Preventative maintenance POI450 6 Storybook 28 19 Metal Good 3 $2,700 $2,700 $2,700 Culverts Bridges and Culverts Preventative maintenance POI462 6 Mill Creek 32 16 Metal Good 3 $3,000 $3,000 $3,000 Culverts Bridges and Culverts Preventative maintenance POI467 6 Mill Creek 8 16 Metal Good 3 $1,300 $1,300 $1,300 Culverts Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Bridges and Culverts Preventative maintenance POI471 6 Grant 72 16 Metal Good 3 $5,000 $5,000 $5,000 Culverts Bridges and Culverts Preventative maintenance POI474 6 Grant 30 13 Metal Good 3 $2,700 $2,700 $2,700 Culverts Bridges and Culverts Preventative maintenance POI475 6 Grant 18 13 Metal Good 3 $1,800 $1,800 $1,800 Culverts Bridges and Culverts Preventative maintenance POI493 6 Laurila 32 13 Metal Good 3 $3,000 $3,000 $3,000 Culverts No action required, Bridges and Culverts Diameter is 5'hx8'w preventative maintenance POI418 4 Brentha 6 19 Cement Excellent 4 $1,200 $0 Culverts in 10 years. No action required, Bridges and Culverts Multi-plate preventative maintenance POI421 4 Brentha 11 19 Metal Excellent 4 $1,400 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI433 4 Brentha 16 13 Metal Excellent 4 $1,700 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI434 4 Brentha 18 16 Metal Excellent 4 $1,800 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI435 4 Brentha 24 19 Metal Excellent 4 $2,100 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI436 4 Brentha 16 13 Metal Excellent 4 $1,700 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI440 4 Brentha 24 16 Metal Excellent 4 $2,100 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI441 4 Brentha 36 16 Metal Excellent 4 $3,500 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI442 4 Brentha 36 19 Metal Excellent 4 $3,500 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI443 4 Brentha 24 19 Metal Excellent 4 $2,100 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI485 4 Palmateer 40 19 Metal Excellent 4 $3,700 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI495 4 Palmateer 24 13 Metal Excellent 4 $2,100 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI496 4 Palmateer 24 25 Metal Excellent 4 $2,100 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI498 4 Palmateer 24 19 Metal Excellent 4 $2,100 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI500 4 Palmateer 24 19 Metal Excellent 4 $2,100 $0 Culverts in 10 years. Multi-plate Diameter is No action required, Bridges and Culverts 9'. preventative maintenance POI451 4 River 9 22 Metal Excellent 4 $1,400 $0 Culverts 101, 713.91 in 10 years. No action required, Bridges and Culverts preventative maintenance POI498 4 River 24 22 Metal Excellent 4 $2,100 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI488 4 Sprucegrove 16 13 Metal Excellent 4 $1,700 $0 Culverts in 10 years. No action required, Bridges and May of been replaced in Culverts preventative maintenance POI487 4 River 16 13 Metal Excellent 4 $1,700 $0 Culverts 2003 with 16"x40' in 10 years. No action required, Bridges and May of been extended in Culverts preventative maintenance POI486 4 River 24 16 Metal Excellent 4 $2,100 $0 Culverts 2003 by 10' in 10 years. No action required, Bridges and Culverts preventative maintenance POI482 4 River 24 16 Plastic Excellent 4 $2,100 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI389 5 Lakeshore 20 23 Plastic Excellent 4 $1,900 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI390 5 Lakeshore 20 15 Plastic Excellent 4 $1,900 $0 Culverts in 10 years. Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost No action required, Bridges and Culverts preventative maintenance POI392 5 Lakeshore 24 13 Plastic Excellent 4 $2,100 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI393 5 Lakeshore 24 8 Plastic Excellent 4 $2,100 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI394 5 Lakeshore 18 17 Plastic Excellent 4 $1,800 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI395 5 Lakeshore 24 17 Plastic Excellent 4 $2,100 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI479 5 10th 30 25 Metal Excellent 4 $2,700 $0 Culverts in 10 years. No action required, Bridges and Culverts Multi-plate preventative maintenance POI478 5 10th 96 19 Metal Excellent 4 $5,800 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI477 5 10th 36 19 Metal Excellent 4 $3,500 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI375 6 Ryan 18 10 Metal Excellent 4 $1,800 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI408 6 Pit 18 16 Metal Excellent 4 $1,800 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI411 6 Honey 24 13 Metal Excellent 4 $2,100 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI412 6 Honey 16 13 Metal Excellent 4 $1,700 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI413 6 Honey 18 13 Metal Excellent 4 $1,800 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI415 6 Honey 24 13 Metal Excellent 4 $2,100 $0 Culverts in 10 years. No action required, Bridges and may have been replaced Culverts preventative maintenance POI416 6 Honey 16 13 Metal Excellent 4 $1,700 $0 Culverts with 16"x40' in 10 years. No action required, Bridges and Crooked Culverts preventative maintenance POI424 6 30 19 Plastic Excellent 4 $2,700 $0 Culverts Cross in 10 years. No action required, Bridges and Culverts preventative maintenance POI444 6 Storybook 15 13 Plastic Excellent 4 $1,600 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI452 6 Cabin 18 13 Plastic Excellent 4 $1,800 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI469 6 Mill Creek 40 19 Metal Excellent 4 $3,700 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI476 6 Grant 24 13 Metal Excellent 4 $2,100 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI477 6 Grant 24 13 Metal Excellent 4 $2,100 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI478 6 Campbells 18 13 Plastic Excellent 4 $1,800 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI480 6 Campbells 18 13 Plastic Excellent 4 $1,800 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI452 6 Pit 18 16 Plastic Excellent 4 $1,800 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI468 6 MacPherson's 18 13 Metal Excellent 4 $1,800 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI466 6 MacPherson's 16 13 Metal Excellent 4 $1,700 $0 Culverts in 10 years. No action required, Bridges and Culverts preventative maintenance POI444 6 Knights 24 13 Metal Excellent 4 $2,100 $0 Culverts in 10 years. Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Bridges and Culvert requires major Culverts Plugged north end POI383 6 Concession 16 11 Poor 2 $1,700 $0 Culverts rehabilitation Bridges and Culvert requires major Crooked Culverts Diameter is 9' POI422 6 9 19 Metal Poor 2 $1,400 $0 Culverts rehabilitation Cross Starting at the Evanturel Travel is difficult at times Roads Pavement Twp border and ending and needs complete 4 Sprucegrove 250 POOR 1 $18,750 $18,750 $18,750 at Corley's rebuilding and repair. Travel is difficult at times Roads Pavement Entrance from Hwy 560 and needs complete 4 Palmateer 430 POOR 1 $32,250 $32,250 $32,250 rebuilding and repair. Travel is difficult at times Hillock Road Roads Pavement and needs complete 4 Brentha 430 POOR 1 $32,250 $32,250 $32,250 Realignment rebuilding and repair. Travel is difficult at times Roads Pavement River Hill Bridge and needs complete 4 River 360 POOR 1 $27,000 $27,000 $27,000 rebuilding and repair. Travel is difficult at times Rock Street at Agnes to Roads Pavement and needs complete 5 Rock 100 POOR 1 $7,500 $7,500 $7,500 Rock Street at Main rebuilding and repair. Travel is difficult at times Main Street from Rock Roads Pavement and needs complete 5 Main 120 POOR 1 $9,000 $9,000 $9,000 Street to Amy Street rebuilding and repair. Travel is difficult at times Main Street to Robert Roads Pavement and needs complete 5 Church 100 POOR 1 $7,500 $7,500 $7,500 Street Intersection rebuilding and repair. Travel is difficult at times Church Street to Hwy Roads Pavement and needs complete 5 Robert 100 POOR 1 $7,500 $7,500 $7,500 573 Intersection rebuilding and repair. Travel is difficult at times Main Street from Amy Roads Pavement and needs complete 5 Main 140 POOR 1 $10,500 $10,500 $10,500 Street to Church Street rebuilding and repair. Lakeshore Intersection Travel is difficult at times Roads Pavement to Agnes Street and needs complete 5 Station Street 240 POOR 1 $18,000 $18,000 $18,000 Intersection rebuilding and repair. Travel is difficult at times North from corner of Bay Roads Pavement and needs complete 6 Richard 110 POOR 1 $8,250 $8,250 $8,250 to corner of Linton rebuilding and repair. Travel is difficult at times North from corner of Roads Pavement and needs complete 6 Richard 110 POOR 1 $8,250 $8,250 $8,250 Linton to Concession rebuilding and repair. Travel is difficult at times Roads Pavement East of Richard Street and needs complete 6 Concession 370 POOR 1 $27,750 $27,750 $27,750 rebuilding and repair. Frequent maintenance as West of Hwy 11 east of Old Ferguson Roads Pavement well as repairs to potholes 5 310 FAIR 2 $23,250 $2,325 $2,325 Michael Street Highway and ditches. Routine maintenance only West of Hwy 11 north of Roads Pavement – signs, cleaning the ditch 5 Michael Street 80 EXCELLENT 4 $6,000 $0 Christopher Street & drainage structures.

Routine maintenance only West of Hwy 11 west of Christopher Roads Pavement – signs, cleaning the ditch 5 130 EXCELLENT 4 $9,750 $0 Michael Street Street & drainage structures.

Lakeshore Avenue to Routine maintenance only Roads Pavement Station Street – signs, cleaning the ditch 5 Lakeshore 540 EXCELLENT 4 $40,500 $0 Intersection & drainage structures. Travel is difficult at times Runs north of and needs complete Roads Gravel 4 Sutton's 1600 POOR 1 $38,400 $25,600 $25,600 Sprucegrove to Hwy 560 rebuilding and repair of drainage services. Travel is difficult at times East from Hwy # 573 to and needs complete Stoney Roads Gravel 4 1610 POOR 1 $38,640 $32,200 $32,200 middle of road rebuilding and repair of Lonesome drainage services. Runs east & west Travel is difficult at times between Mill Creek and needs complete Roads Gravel 6 Cabin 3210 POOR 1 $77,040 $64,200 $64,200 Road and Storybook rebuilding and repair of Road drainage services. Travel is difficult at times and needs complete Roads Gravel West of River to Honey 6 Pit 1600 POOR 1 $38,400 $25,600 $25,600 rebuilding and repair of drainage services. Travel is difficult at times west of Hansuld to and needs complete Roads Gravel 6 Nelson Street 170 POOR 1 $4,080 $2,720 $2,720 Eplett rebuilding and repair of drainage services. Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Travel is difficult at times West of Ryan to and needs complete Roads Gravel 6 Nelson Street 170 POOR 1 $4,080 $2,720 $2,720 Hansuld rebuilding and repair of drainage services. Travel is difficult at times South of Howie and to and needs complete Roads Gravel 6 Eplett 90 POOR 1 $2,160 $1,440 $1,440 Nelson Street rebuilding and repair of drainage services. Travel is difficult at times between lots 10 & 11 and needs complete Roads Gravel south of Palmateer 6 Laurila 800 POOR 1 $19,200 $12,800 $12,800 rebuilding and repair of Road -Con 5 drainage services. Travel is difficult at times East of Tenth Road and and needs complete Roads Gravel dead ends over the 6 Track 410 POOR 1 $9,840 $6,560 $6,560 rebuilding and repair of ONR tracks drainage services. Travel is difficult at times Agnes Street to and needs complete Roads Gravel 6 Agnes 130 POOR 1 $3,120 $2,080 $2,080 Concession rebuilding and repair of drainage services. Travel is difficult at times West of Sutton Road and needs complete Roads Gravel ending just after second 6 Sprucegrove 1590 POOR 1 $38,160 $25,440 $25,440 rebuilding and repair of house drainage services. Runs north & south Travel is difficult at times between Brentha Road and needs complete Roads Gravel at the Elk Lake Corner 6 Storybook 1750 POOR 1 $42,000 $28,000 $28,000 rebuilding and repair of of Highway 560 to Cabin drainage services. Road Travel is difficult at times South of Grant Road and needs complete Roads Gravel 6 Grant 1000 POOR 1 $24,000 $20,000 $20,000 East to dead end rebuilding and repair of drainage services. Travel is difficult at times Runs South of Hwy 560 and needs complete Roads Gravel 6 Knights 1630 POOR 1 $39,120 $32,600 $32,600 to Sprucegrove rebuilding and repair of drainage services. Travel is difficult at times West of last house to and needs complete Roads Gravel 6 Sprucegrove 1600 POOR 1 $38,400 $32,000 $32,000 Knights Road rebuilding and repair of drainage services. Regraveling of the wearing North of Palmateer Rd Roads Gravel course. Repairs to 4 Beaver 1600 FAIR 2 $38,400 $19,200 $19,200 to Stoney Lonesome drainage channels. Regraveling of the wearing West of Beaver to Stoney Roads Gravel course. Repairs to 4 1630 FAIR 2 $39,120 $19,560 $19,560 middle of road Lonesome drainage channels. Regraveling of the wearing East of Hwy 573 to Roads Gravel course. Repairs to 4 Palmateer 1600 FAIR 2 $38,400 $19,200 $19,200 Laurilas Road drainage channels. Regraveling of the wearing East of Laurila Road to Roads Gravel course. Repairs to 4 Palmateer 1610 FAIR 2 $38,640 $19,320 $19,320 Beaver Rd drainage channels. Regraveling of the wearing South of Brentha to Pit Roads Gravel course. Repairs to 4 River 3210 FAIR 2 $77,040 $38,520 $38,520 Road drainage channels. Regraveling of the wearing East entrance off of 560 Roads Gravel course. Repairs to 5 Main 180 FAIR 2 $4,320 $2,160 $2,160 heading North to Rock drainage channels. North off of Hwy #11 Regraveling of the wearing Roads Gravel heading north west and course. Repairs to 5 10th 1540 FAIR 2 $36,960 $18,480 $18,480 rejoins Hwy 11 drainage channels. Regraveling of the wearing South of Concession to Hansuld Roads Gravel course. Repairs to 6 100 FAIR 2 $2,400 $1,200 $1,200 Newton Avenue drainage channels. Regraveling of the wearing East of Main to Robert Roads Gravel course. Repairs to 6 Amy 110 FAIR 2 $2,640 $1,320 $1,320 Street drainage channels. Regraveling of the wearing Roads Gravel East of Main to Robert course. Repairs to 6 Linton 130 FAIR 2 $3,120 $1,560 $1,560 drainage channels. Regraveling of the wearing East of Robert to Roads Gravel course. Repairs to 6 Linton 110 FAIR 2 $2,640 $1,320 $1,320 Richard Street drainage channels. Regraveling of the wearing Runs north of Hwy 560 Roads Gravel course. Repairs to 6 Knights 1050 FAIR 2 $25,200 $12,600 $12,600 to dead end drainage channels. Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Regraveling of the wearing North of Rock St and Roads Gravel course. Repairs to 6 Agnes 120 FAIR 2 $2,880 $1,440 $1,440 South of Amy St drainage channels. Regraveling of the wearing Roads Gravel South off of Bay Street course. Repairs to 6 Agnes 100 FAIR 2 $2,400 $1,200 $1,200 drainage channels. Regraveling of the wearing Roads Gravel Robert to Richard Street course. Repairs to 6 Concession 120 FAIR 2 $2,880 $1,440 $1,440 drainage channels. Regraveling of the wearing South of Newton to Hansuld Roads Gravel course. Repairs to 6 100 FAIR 2 $2,400 $1,200 $1,200 Howie Avenue drainage channels. Regraveling of the wearing North of Howie to Roads Gravel course. Repairs to 6 Ryan 110 FAIR 2 $2,640 $1,320 $1,320 Newton drainage channels. Regraveling of the wearing North of Newton to Roads Gravel course. Repairs to 6 Ryan 110 FAIR 2 $2,640 $1,320 $1,320 Concession drainage channels. Regraveling of the wearing Roads Gravel East of Hansuld to Ryan course. Repairs to 6 Newton 170 FAIR 2 $4,080 $2,040 $2,040 drainage channels. Regraveling of the wearing South of Concession to Roads Gravel course. Repairs to 6 Main 90 FAIR 2 $2,160 $1,080 $1,080 Linton drainage channels. Regraveling of the wearing North of Church Street Roads Gravel course. Repairs to 6 Main 40 FAIR 2 $960 $480 $480 to dead end drainage channels. Regraveling of the wearing Roads Gravel North of Rock to Amy course. Repairs to 6 Robert 100 FAIR 2 $2,400 $1,200 $1,200 drainage channels. Regraveling of the wearing Roads Gravel North of Amy to Church course. Repairs to 6 Robert 150 FAIR 2 $3,600 $1,800 $1,800 drainage channels. Regraveling of the wearing North of Bay Street to Roads Gravel course. Repairs to 6 Robert 110 FAIR 2 $2,640 $1,320 $1,320 Linton drainage channels. Regraveling of the wearing North of Linton to Roads Gravel course. Repairs to 6 Robert 110 FAIR 2 $2,640 $1,320 $1,320 Concession drainage channels. Regraveling of the wearing West of Main to dead Roads Gravel course. Repairs to 6 Amy 100 FAIR 2 $2,400 $1,200 $1,200 end past Agnes drainage channels. North of Hwy 560 runs north and south between Lots 3&4 Con 4&5 and Regraveling of the wearing Tower Road & Running east & west - Roads Gravel course. Repairs to 6 MacPherson's 2140 FAIR 2 $51,360 $25,680 $25,680 end of MacPherson's drainage channels. Road Road Dack Twp of Chamberlain Boundary North 1/2 Lot 5 Con 6 Regraveling of the wearing Crooked Roads Gravel North of Brentha Road course. Repairs to 6 1290 FAIR 2 $30,960 $15,480 $15,480 Cross drainage channels. Regraveling of the wearing Roads Gravel Agnes to Robert Street course. Repairs to 6 Concession 110 FAIR 2 $2,640 $1,320 $1,320 drainage channels. Regraveling of the wearing West of Highway 560 to Roads Gravel course. Repairs to 6 Campbells 1600 FAIR 2 $38,400 $19,200 $19,200 Robillard Twp boundary drainage channels. East of Hwy 560 to the Regraveling of the wearing Roads Gravel corner of Grant Road course. Repairs to 6 Grant 1500 FAIR 2 $36,000 $18,000 $18,000 South drainage channels. Runs west from Hwy 11 Regraveling of the wearing Roads Gravel on Twp of Chamberlain course. Repairs to 6 Alpine 1400 FAIR 2 $33,600 $16,800 $16,800 and Dack boundary drainage channels. Regraveling of the wearing South of Brentha Road Roads Gravel course. Repairs to 6 Mill Creek 1590 FAIR 2 $38,160 $0 $0 to Cabin Road drainage channels. Regraveling of the wearing Crooked Roads Gravel South of Brentha Road course. Repairs to 6 850 FAIR 2 $20,400 $0 $0 Cross drainage channels. Regraveling of the wearing South of Howie to Hansuld Roads Gravel course. Repairs to 5 100 FAIR 2 $2,400 $1,200 $1,200 Nelson Avenue drainage channels. Regraveling of the wearing West of Hansuld to Roads Gravel course. Repairs to 5 Newton 170 FAIR 2 $4,080 $2,040 $2,040 Eplett drainage channels. Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Regraveling of the wearing Roads Gravel Agnes east to Main course. Repairs to 5 Church 100 FAIR 2 $2,400 $1,200 $1,200 drainage channels. Regraveling of the wearing Roads Gravel South of Cabin Road course. Repairs to 5 Mill Creek 900 FAIR 2 $21,600 $0 $0 drainage channels. Routine maintenance as River road to paved well as repairs to potholes, Roads Gravel section at Crooked ditches, regular grading 4 Brentha 1410 GOOD 3 $33,840 $11,280 $11,280 Cross and regraveling in isolated patches.

Routine maintenance as After paved section near well as repairs to potholes, Roads Gravel Crooked Cross to Mill ditches, regular grading 4 Brentha 1530 GOOD 3 $36,720 $12,240 $12,240 Creek and regraveling in isolated patches.

Routine maintenance as well as repairs to potholes, Mill Creek to Highway Roads Gravel ditches, regular grading 4 Brentha 3340 GOOD 3 $80,160 $26,720 $26,720 560 and regraveling in isolated patches.

Routine maintenance as well as repairs to potholes, West of 9th Road to Roads Gravel ditches, regular grading 5 Painters Road 190 GOOD 3 $4,560 $1,520 $1,520 corner 10th Road and regraveling in isolated patches.

Routine maintenance as well as repairs to potholes, North off of Hwy 11 to Roads Gravel ditches, regular grading 5 Ninth Road 440 GOOD 3 $10,560 $3,520 $3,520 Painters Road and regraveling in isolated patches.

Routine maintenance as Runs northeast of well as repairs to potholes, Harman's Roads Gravel Brentha at an angle to ditches, regular grading 6 800 GOOD 3 $19,200 $6,400 $6,400 Road Evanturel boundary and regraveling in isolated patches.

Routine maintenance as Runs from the Twp of well as repairs to potholes, Roads Gravel Evanturel Boundary ditches, regular grading 6 Brentha 1610 GOOD 3 $38,640 $12,880 $12,880 west to River and regraveling in isolated patches.

West of Evanturel Routine maintenance only Roads Gravel boundary after paved – signs, cleaning the ditch 4 Sprucegrove 2170 EXCELLENT 4 $52,080 $0 section & drainage structures.

Routine maintenance only North of Brentha to the Roads Gravel – signs, cleaning the ditch 4 River 1480 EXCELLENT 4 $35,520 $0 Bridge & drainage structures.

Routine maintenance only South of Sprucegrove to Roads Gravel – signs, cleaning the ditch 4 River 1400 EXCELLENT 4 $33,600 $0 Bridge & drainage structures.

Routine maintenance only Runs East of Hwy 560 Roads Gravel – signs, cleaning the ditch 6 Mack Road 700 EXCELLENT 4 $16,800 $0 between Con 4 & 5 Lot 9 & drainage structures. Runs north & south on Township of Robillard & Routine maintenance only Dack Roads Gravel Dack boundary at Con 2 – signs, cleaning the ditch 6 Robillard 990 EXCELLENT 4 $23,760 $0 & 3 intersecting Hwy & drainage structures. Boundary 560 Routine maintenance only Roads Gravel North of Brentha Road – signs, cleaning the ditch 6 Mill Creek 1950 EXCELLENT 4 $46,800 $0 & drainage structures.

Runs between Ryan Routine maintenance only Roads Gravel Street and Hansuld – signs, cleaning the ditch 6 Concession 160 EXCELLENT 4 $3,840 $0 Street west of the river & drainage structures. Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost

Runs between Hansuld Routine maintenance only Roads Gravel Street and Eplett west of – signs, cleaning the ditch 6 Concession 180 EXCELLENT 4 $4,320 $0 the river & drainage structures.

Runs between Eplett Routine maintenance only Roads Gravel and Hwy 573 west of the – signs, cleaning the ditch 6 Concession 350 EXCELLENT 4 $8,400 $0 river & drainage structures.

Routine maintenance only North of Howie to Roads Gravel – signs, cleaning the ditch 6 Eplett 100 EXCELLENT 4 $2,400 $0 Newton & drainage structures.

Routine maintenance only North of Newton to Roads Gravel – signs, cleaning the ditch 6 Eplett 100 EXCELLENT 4 $2,400 $0 Concession & drainage structures.

Routine maintenance only Roads Gravel North of Pit Road – signs, cleaning the ditch 6 Honey 1200 EXCELLENT 4 $28,800 $0 & drainage structures.

North & South; South Routine maintenance only Roads Gravel 1/2 Lot 1, Concession 1, – signs, cleaning the ditch 6 Doggitt Road 400 EXCELLENT 4 $9,600 $0 Dack & drainage structures. River Hill Bridge, two Repair and rehabilitation Bridges and lane, three span Bridge work per 2012 Inspection River 74 Concrete Good 4 $1,900,320 $1,200 $4,300 $11,200 $16,700 Culverts concrete river over Report. Englehart River.

Total $ 12,129,410 $ 361,380 $ 202,730 $ 257,750 $ 66,375 $ 290,920 $ 6,000 $ 84,560 $ 165,200 $ 5,000 $ 14,000 $ 662,240

Appendix B

AMP Spreadsheet – Addressing the Shortfall

Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Pipe was not inspected as part of 83 m long, 200 mm this assignment. Consider diameter pipe drawing conducting an inspection in 2023 Water Intake Pipe 2 $25,000 $10,000 $10,000 water from the Englehart (asset age will be 37 years and River approaching the end of its useful life (40 years)) Three (3) submersible Conduct pumps inspection in Low Lift Pumping pumps (two duty and one Water 2014 and rebuild 2 pump over the 3 $35,000 $4,000 $4,000 $8,000 Station standby) each rated at next 10 years. 3.25 L/s and a control Ecodyne Monoplant package treatment The treatment system performs system, Coagulation and adequately and no future major Package Flocculation, Upflow rehabilitation work is planned. Water 3 $400,000 $0 Treatment Plant clarification using settling Filter Media is in good condition tubes & Dual media and media replacement in the filtration through two sand next 10 years is not required. and anthracite filters includes process pumps, Pre-chlorination pump was feed lines and storage Sodium replaced in 2013, Plan for post- Water tanks. Used for Pre- 4 $10,000 $2,000 $2,000 Hypochlorite chlorination pump replacement in chlorination and post filter 2016. chlorination. Includes process pumps, Sodium feed lines and storage Planned replacement of the 2 Water Carbonate (Soda 3 $10,000 $2,000 $2,000 tank. Sodium Carbonate diaphragms pumps in 2014. Ash) is added for pH Includes process pumps, feed lines and storage Aluminum Regular preventative Water tank. Added for 4 $10,000 $500 $500 Sulphate maintenance coagulation and flocculation at the raw Includes process pumps, feed lines and storage Regular preventative Water Polymer tank. Added for 4 $10,000 $500 $500 maintenance coagulation and flocculation at the raw Chlorine Contact Filtered water enters the No major rehabilitation work is Water 3 $45,000 $2,000 $2,000 Chamber 133 m3 capacity chamber planned. Plan for tank cleaning. No major rehabilitation work is Water Clearwell No. 1 Concrete tank 3 $90,000 $3,000 $3,000 planned. Plan for tank cleaning. No major rehabilitation work is Water Clearwell No. 2 Concrete tank 3 $145,000 $3,000 $3,000 planned. Plan for tank cleaning. Added at the discharge of the chlorine contact chamber to produce a New pump was installed in 2012. Ammonium combined residual before Water Plan to replace second pump in 4 $10,000 $3,000 $3,000 Sulphate entering the distribution 2019. system. Includes process pumps, feed lines and storage tank. Two (2) high lift pumps each rated 4.85 L/s that Water High Lift Pumps Pump are in good condition. 4 $20,000 $0 directs water to the distribution system Surge tank does not have a TSA 1500 L hydropneumatic approval stamp. Several Hydropneumatic tank that provides consultants been contacted but Water 1 $10,000 $10,000 $10,000 Tank pressure to the unwilling to provide safety distribution system approval. Consider replacing the tank in the near future. Backwash and No major rehabilitation work is Water Wastewater 50 m3 concrete tank 3 $10,000 $3,000 $3,000 planned. Plan for tank cleaning. Tank Sludge pump found in the backwash and Water Sludge Pump Plan to replace pump in 2017. 2 $8,000 $8,000 $8,000 wastewater tank, with a rated capacity of 5.1 L/s 273 m3 settling tank equipped with a sludge Backwash No major rehabilitation work is Water pump. The supernatant is 3 $45,000 $3,000 $3,000 Settling Tank planned. Plan for tank cleaning. discharged by an effluent weir to the Englehart Sludge Transfer pump No major rehabilitation work is Sludge Transfer found in the backwash Water planned. Plan for major 3 $8,000 $4,000 $4,000 Pump settling tank, with a rated rehabilitation at 2023. capacity of 15.2 L/s Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost On-line turbidimeter is Turbidity meter was installed Water Turbidity Meter used to monitor the recently and no major 3 $5,000 $0 turbidity off the filters. rehabilitation work is planned. Continuous chlorine Chlorine analyzer monitors free Water Plan to replace analyzer. 4 $5,000 $5,000 $5,000 Analyzer chlorine and total chlorine residual of the treated No major rehabilitation work is Valves and General process valves planned. Plan to replace some Water 4 $30,000 $3,000 $3,000 Piping and piping. piping when installing the new hydropneumatic tank. Exhaust fans, Plan for major rehabilitation for Water instrumental air 4 $15,000 $5,000 $5,000 the next 10 years. etc 80 kW standby diesel generator set is available The generator and transfer switch on-site to provide power were recently installed and no Water Standby Power 4 $100,000 $0 to the WTP during power major rehabilitation work is failures. Includes double planned. wall fuel storage tank Connections - Serves 270 residents Charlton Water through 110 service Install Blow off valve for flushing 4 $67,500 $5,000 $5,000 Distribution connections System Comprised of 6 inch PVC Piping - Charlton (Blue Brute) water mains Water Distribution which were installed in Water Valve and Box Exercise 4 $5,000,000 $0 System the late 1980s. Approximately 10 km in Fifteen (15) residential service connections and Connections - four (4) non-residential Clarksville No major rehabilitation work is Water service connections. 4 $3,750 $0 Distribution planned. Service connections System including of 3/4 inch plastic constructed water 2 inch galvanized steel constructed water main Piping - that connects to the Clarksville Water Englehart Well Supply at Water Valve and Box Exercise 3 $1,000,000 $0 Distribution the west end of Second System Avenue (approximately 2km in length) Connections - Seventeen (17) Bradley No major rehabilitation work is Water residential service 4 $8,500 $0 Distribution planned. connections System Approximately 1370 m is distribution mains, constructed in the early 1980s. Comprised of a 6 inch PVC water main Piping - Bradley located on the Old Water Distribution Water Valve and Box Exercise 1370 4 $685,000 $0 Ferguson Highway, 1 1/2 System inch PVC water main connected to the 6 inch water main, 2 inch PVC water main connection to the 6 inch water main Fire Hydrant - Bradley Water One (1) fire hydrant Hydrant Re-coating. 4 $1,000 $350 $350 Distribution System Bridges and Culvert requires replacement and Culverts POI491 4 Palmateer 24 13 Metal Replacement 1 $2,100 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Culverts POI497 4 Palmateer 96 19 Cement Replacement 1 $178,000 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Culverts POI495 4 River 36 22 Metal Replacement 1 $3,500 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Culverts POI494 4 River 16 16 Metal Replacement 1 $1,700 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Culverts POI463 4 Sutton's 16 13 Metal Replacement 1 $1,700 $0 Culverts regular maintenance. Bridges and Very Bad Need new 16 x Culvert requires replacement and Culverts POI449 4 Sprucegrove 12 10 Metal Replacement 1 $1,500 $0 Culverts 30' 2003 regular maintenance. Bridges and Culvert requires replacement and Bradley Culverts replacement -poor POI481 5 18 13 Metal Replacement 1 $1,800 $0 Culverts regular maintenance. Subdivision Bridges and Culvert requires replacement and Culverts POI474 5 Track 16 13 Metal Replacement 1 $1,700 $0 Culverts regular maintenance. Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Bridges and Culvert requires replacement and Culverts POI110 6 Alpine 20 10 Metal Replacement 1 $1,900 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Crooked Culverts POI426 6 16 13 Metal Replacement 1 $1,700 $0 Culverts regular maintenance. Cross Bridges and Culvert requires replacement and Crooked Culverts POI427 6 16 13 Metal Replacement 1 $1,700 $0 Culverts regular maintenance. Cross Bridges and Culvert requires replacement and Crooked Culverts POI428 6 16 19 Metal Replacement 1 $1,700 $0 Culverts regular maintenance. Cross Bridges and Condition is replacement Culvert requires replacement and Crooked Culverts POI429 6 30 19 Metal Replacement 1 $2,700 $0 Culverts to poor . regular maintenance. Cross Bridges and Culvert requires replacement and Crooked Culverts POI430 6 16 13 Metal Replacement 1 $1,700 $0 Culverts regular maintenance. Cross Bridges and Culvert requires replacement and Culverts POI446 6 Storybook 24 19 Metal Replacement 1 $2,100 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Culverts POI453 6 Cabin 24 13 Metal Replacement 1 $2,100 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Culverts POI454 6 Cabin 24 13 Metal Replacement 1 $2,100 $0 Culverts regular maintenance. Bridges and May have been replaced Culvert requires replacement to a Culverts POI455 6 Cabin 16 13 Metal Replacement 1 $1,700 $0 Culverts with 16"x? 16 inch culvert Bridges and Culvert requires replacement and Culverts POI456 6 Cabin 24 13 Metal Replacement 1 $2,100 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Culverts POI457 6 Cabin 16 13 Metal Replacement 1 $1,700 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Culverts POI458 6 Cabin 32 13 Metal Replacement 1 $3,000 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Culverts POI461 6 Mill Creek 16 13 Metal Replacement 1 $1,700 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Culverts POI465 6 Mill Creek 12 13 Metal Replacement 1 $1,500 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Culverts POI466 6 Mill Creek 12 13 Metal Replacement 1 $1,500 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Culverts POI468 6 Mill Creek 18 13 Metal Replacement 1 $1,800 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Culverts POI470 6 Mill Creek 18 13 Metal Replacement 1 $1,800 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Culverts POI481 6 Campbells 16 13 Metal Replacement 1 $1,700 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Culverts POI482 6 Campbells 16 13 Metal Replacement 1 $1,700 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Culverts POI446 6 Knights 18 10 Metal Replacement 1 $1,800 $0 Culverts regular maintenance. Bridges and Culvert requires replacement and Culverts Bad shape POI445 6 Knights 18 7 Metal Replacement 1 $1,800 $0 Culverts regular maintenance. Bridges and Culvert requires major Culverts POI343 4 Sprucegrove 18 22 Metal Poor 2 $1,800 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI417 4 Brentha 36 19 Metal Poor 2 $3,500 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI489 4 Palmateer 24 19 Metal Poor 2 $2,100 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI490 4 Palmateer 16 13 Metal Poor 2 $1,700 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI494 4 Palmateer 16 13 Metal Poor 2 $1,700 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts 25 River POI450 4 River 36 13 Metal Poor 2 $3,500 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI489 4 Sprucegrove 24 16 Metal Poor 2 $2,100 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI485 4 River 30 31 Metal Poor 2 $2,700 $0 Culverts rehabilitation Bridges and Culvert requires major Stoney Culverts POI443 4 18 13 Metal Poor 2 $1,800 $0 Culverts rehabilitation Lonesome Bridges and Culvert requires major Stoney Culverts POI442 4 24 13 Metal Poor 2 $2,100 $0 Culverts rehabilitation Lonesome Bridges and Culvert requires major Bradley Culverts POI480 5 24 19 Metal Poor 2 $2,100 $0 Culverts rehabilitation Subdivision Bridges and Culvert requires major Culverts POI476 5 10th 36 16 Metal Poor 2 $3,500 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI475 5 Track 16 13 Metal Poor 2 $1,700 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI472 5 12th 32 13 Metal Poor 2 $3,000 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI471 5 11th 32 13 Metal Poor 2 $3,000 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI470 5 10th 48 13 Metal Poor 2 $4,000 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI109 6 Alpine 20 13 Metal Poor 2 $1,900 $0 Culverts rehabilitation Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Bridges and Culvert requires major Culverts North end underground POI384 6 Concession 20 13 Metal Poor 2 $1,900 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI397 6 Amy 16 13 Metal Poor 2 $1,700 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI409 6 Honey 24 13 Metal Poor 2 $2,100 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI410 6 Honey 24 13 Metal Poor 2 $2,100 $0 Culverts rehabilitation Bridges and Culvert requires major Crooked Culverts POI423 6 56 13 Metal Poor 2 $4,300 $0 Culverts rehabilitation Cross Bridges and Culvert requires major Crooked Culverts POI425 6 16 13 Metal Poor 2 $1,700 $0 Culverts rehabilitation Cross Bridges and Culvert requires major Culverts Poor to replacement. POI445 6 Storybook 18 13 Metal Poor 2 $1,800 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI451 6 Cabin 24 19 Metal Poor 2 $2,100 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI459 6 Cabin 42 13 Metal Poor 2 $3,700 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI460 6 Cabin 48 13 Metal Poor 2 $4,000 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI463 6 Mill Creek 18 13 Metal Poor 2 $1,800 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts Poor to replacement POI464 6 Mill Creek 16 13 Metal Poor 2 $1,700 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI472 6 Grant 18 13 Metal Poor 2 $1,800 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI473 6 Grant 12 13 Metal Poor 2 $1,500 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI479 6 Campbells 16 13 Metal Poor 2 $1,700 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI483 6 Campbells 24 13 Metal Poor 2 $2,100 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI484 6 Campbells 16 13 Metal Poor 2 $1,700 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI469 6 MacPherson's 24 13 Metal Poor 2 $2,100 $0 Culverts rehabilitation Bridges and Culvert requires major Culverts POI467 6 MacPherson's 24 13 Metal Poor 2 $2,100 $0 Culverts rehabilitation Bridges and Culverts Preventative maintenance POI342 4 Sprucegrove 24 13 Metal Good 3 $2,100 $0 Culverts Bridges and Culverts Preventative maintenance POI420 4 Brentha 21 13 Metal Good 3 $1,900 $0 Culverts Multi-plate. Culvert Bridges and Culverts collapsed and repaired Preventative maintenance POI437 4 Brentha 28 19 Metal Good 3 $2,700 $0 Culverts 1983-84. 163,993.28 Bridges and Culverts Preventative maintenance POI438 4 Brentha 18 25 Metal Good 3 $1,800 $0 Culverts Bridges and Culverts Preventative maintenance POI439 4 Brentha 30 19 Metal Good 3 $2,700 $0 Culverts Bridges and Culverts Preventative maintenance POI487 4 Palmateer 24 19 Metal Good 3 $2,100 $0 Culverts Bridges and Culverts Preventative maintenance POI488 4 Palmateer 48 19 Metal Good 3 $4,000 $0 Culverts Bridges and Culverts Preventative maintenance POI492 4 Palmateer 32 13 Metal Good 3 $3,000 $0 Culverts Bridges and Culverts Preventative maintenance POI499 4 Palmateer 16 13 Metal Good 3 $1,700 $0 Culverts Bridges and Culverts Preventative maintenance POI500 4 River 24 16 Metal Good 3 $2,100 $0 Culverts Bridges and Culverts Preventative maintenance POI499 4 River 18 16 Metal Good 3 $1,800 $0 Culverts Bridges and Culverts Preventative maintenance POI497 4 River 36 22 Metal Good 3 $3,500 $0 Culverts Bridges and Culverts Preventative maintenance POI496 4 River 18 16 Metal Good 3 $1,800 $0 Culverts Bridges and Culverts Condition is 3 or 4 Preventative maintenance POI493 4 River 40 16 Metal Good 3 $3,700 $0 Culverts Bridges and Culverts Preventative maintenance POI492 4 River 16 16 Metal Good 3 $1,700 $0 Culverts Bridges and Culverts Preventative maintenance POI491 4 River 48 16 Metal Good 3 $4,000 $0 Culverts Bridges and Culverts Preventative maintenance POI490 4 Sprucegrove 18 16 Metal Good 3 $1,800 $0 Culverts Bridges and Culverts Preventative maintenance POI484 4 River 18 16 Metal Good 3 $1,800 $0 Culverts Bridges and Culverts Preventative maintenance POI483 4 River 16 16 Metal Good 3 $1,700 $0 Culverts Bridges and Culverts Responsibility of MTO Preventative maintenance POI465 4 Sutton's 64 19 Metal Good 3 $4,600 $0 Culverts Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Bridges and Culverts Preventative maintenance POI464 4 Sutton's 14 13 Wood Good 3 $1,600 $0 Culverts Bridges and Culverts Preventative maintenance POI462 4 Sutton's 24 13 Metal Good 3 $2,100 $0 Culverts Bridges and Culverts Preventative maintenance POI461 4 Sprucegrove 30 13 Metal Good 3 $2,700 $0 Culverts Bridges and Culverts Preventative maintenance POI448 4 Sprucegrove 72 13 Metal Good 3 $5,000 $0 Culverts Bridges and Culverts Preventative maintenance POI447 4 Sprucegrove 24 16 Metal Good 3 $2,100 $0 Culverts Bridges and Stoney Culverts Preventative maintenance POI441 4 24 13 Metal Good 3 $2,100 $0 Culverts Lonesome Bridges and Culverts Preventative maintenance POI440 4 Beaver 30 19 Metal Good 3 $2,700 $0 Culverts Bridges and Culverts Preventative maintenance POI391 5 Lakeshore 24 13 Plastic Good 3 $2,100 $0 Culverts Bridges and Culverts Preventative maintenance POI396 5 Rock 18 20 Metal Good 3 $1,800 $0 Culverts Bridges and Culverts Preventative maintenance POI398 5 Main 24 15 Metal Good 3 $2,100 $0 Culverts Bridges and Culverts Preventative maintenance POI473 5 Track 32 13 Metal Good 3 $3,000 $0 Culverts Bridges and Culverts water shut off in the ditch Preventative maintenance POI368 6 Eplett 20 15 Metal Good 3 $1,900 $0 Culverts Bridges and Culverts Preventative maintenance POI369 6 Eplett 16 13 Metal Good 3 $1,700 $0 Culverts Bridges and Culverts Preventative maintenance POI370 6 Newton 36 14 Metal Good 3 $3,500 $0 Culverts Bridges and Culverts Preventative maintenance POI371 6 Newton 20 13 Metal Good 3 $1,900 $0 Culverts Bridges and Culverts Preventative maintenance POI372 6 Concession 16 13 Metal Good 3 $1,700 $0 Culverts Bridges and Culverts Preventative maintenance POI373 6 Concession 18 10 Metal Good 3 $1,800 $0 Culverts Bridges and Culverts Preventative maintenance POI374 6 Concession 16 9 Metal Good 3 $1,700 $0 Culverts Bridges and Culverts South of Newton Preventative maintenance POI376 6 Ryan 18 10 Metal Good 3 $1,800 $0 Culverts Bridges and Culverts Preventative maintenance POI377 6 Ryan 18 13 Metal Good 3 $1,800 $0 Culverts Bridges and Culverts Preventative maintenance POI378 6 Cooley 16 11 Metal Good 3 $1,700 $0 Culverts Bridges and Culverts Preventative maintenance POI379 6 Cooley 24 15 Metal Good 3 $2,100 $0 Culverts Bridges and Hansuld Culverts Overflow pipe Preventative maintenance POI380 6 20 11 Metal Good 3 $1,900 $0 Culverts Avenue Bridges and Hansuld Culverts Overflow pipe Preventative maintenance POI381 6 16 13 Metal Good 3 $1,700 $0 Culverts Avenue Bridges and Culverts Preventative maintenance POI385 6 Richard 18 14 Metal Good 3 $1,800 $0 Culverts Bridges and Culverts Preventative maintenance POI386 6 Linton 18 13 Metal Good 3 $1,800 $0 Culverts Bridges and Culverts Preventative maintenance POI387 6 Linton 18 12 Metal Good 3 $1,800 $0 Culverts Bridges and Culverts Preventative maintenance POI388 6 Robert 24 13 Metal Good 3 $2,100 $0 Culverts Bridges and Culverts Partial plugged Preventative maintenance POI399 6 Amy 18 9 Metal Good 3 $1,800 $0 Culverts Bridges and Culverts Preventative maintenance POI400 6 Robert 24 13 Metal Good 3 $2,100 $0 Culverts Bridges and Culverts West end bent up badly Preventative maintenance POI401 6 Church 24 13 Metal Good 3 $2,100 $0 Culverts Bridges and Culverts Preventative maintenance POI402 6 Church 12 13 Metal Good 3 $1,500 $0 Culverts Bridges and Culverts Preventative maintenance POI403 6 Church 20 13 Metal Good 3 $1,900 $0 Culverts Bridges and Culverts Preventative maintenance POI404 6 Agnes 16 13 Metal Good 3 $1,700 $0 Culverts Bridges and West end plugged no Culverts Preventative maintenance POI405 6 Agnes 18 16 Metal Good 3 $1,800 $0 Culverts west end plug Bridges and Culverts west end plugged Preventative maintenance POI406 6 Robert 20 13 Metal Good 3 $1,900 $0 Culverts Bridges and Culverts Preventative maintenance POI407 6 Bay/Richard 18 13 Metal Good 3 $1,800 $0 Culverts Bridges and Culverts Preventative maintenance POI414 6 Honey 16 13 Metal Good 3 $1,700 $0 Culverts Bridges and Crooked Culverts Preventative maintenance POI431 6 42 13 Metal Good 3 $3,700 $0 Culverts Cross Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Bridges and Crooked Culverts Preventative maintenance POI432 6 24 13 Metal Good 3 $2,100 $0 Culverts Cross Bridges and Culverts Preventative maintenance POI447 6 Storybook 30 13 Metal Good 3 $2,700 $0 Culverts Bridges and Culverts Preventative maintenance POI448 6 Storybook 16 13 Metal Good 3 $1,700 $0 Culverts Bridges and Culverts Preventative maintenance POI449 6 Storybook 16 13 Metal Good 3 $1,700 $0 Culverts Bridges and Culverts Multi-plate Preventative maintenance POI450 6 Storybook 28 19 Metal Good 3 $2,700 $0 Culverts Bridges and Culverts Preventative maintenance POI462 6 Mill Creek 32 16 Metal Good 3 $3,000 $0 Culverts Bridges and Culverts Preventative maintenance POI467 6 Mill Creek 8 16 Metal Good 3 $1,300 $0 Culverts Bridges and Culverts Preventative maintenance POI471 6 Grant 72 16 Metal Good 3 $5,000 $0 Culverts Bridges and Culverts Preventative maintenance POI474 6 Grant 30 13 Metal Good 3 $2,700 $0 Culverts Bridges and Culverts Preventative maintenance POI475 6 Grant 18 13 Metal Good 3 $1,800 $0 Culverts Bridges and Culverts Preventative maintenance POI493 6 Laurila 32 13 Metal Good 3 $3,000 $0 Culverts Bridges and No action required, preventative Culverts Diameter is 5'hx8'w POI418 4 Brentha 6 19 Cement Excellent 4 $1,200 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts Multi-plate POI421 4 Brentha 11 19 Metal Excellent 4 $1,400 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI433 4 Brentha 16 13 Metal Excellent 4 $1,700 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI434 4 Brentha 18 16 Metal Excellent 4 $1,800 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI435 4 Brentha 24 19 Metal Excellent 4 $2,100 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI436 4 Brentha 16 13 Metal Excellent 4 $1,700 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI440 4 Brentha 24 16 Metal Excellent 4 $2,100 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI441 4 Brentha 36 16 Metal Excellent 4 $3,500 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI442 4 Brentha 36 19 Metal Excellent 4 $3,500 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI443 4 Brentha 24 19 Metal Excellent 4 $2,100 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI485 4 Palmateer 40 19 Metal Excellent 4 $3,700 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI495 4 Palmateer 24 13 Metal Excellent 4 $2,100 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI496 4 Palmateer 24 25 Metal Excellent 4 $2,100 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI498 4 Palmateer 24 19 Metal Excellent 4 $2,100 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI500 4 Palmateer 24 19 Metal Excellent 4 $2,100 $0 Culverts maintenance in 10 years. Bridges and Multi-plate Diameter is 9'. No action required, preventative Culverts POI451 4 River 9 22 Metal Excellent 4 $1,400 $0 Culverts 101, 713.91 maintenance in 10 years. Bridges and No action required, preventative Culverts POI498 4 River 24 22 Metal Excellent 4 $2,100 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI488 4 Sprucegrove 16 13 Metal Excellent 4 $1,700 $0 Culverts maintenance in 10 years. Bridges and May of been replaced in No action required, preventative Culverts POI487 4 River 16 13 Metal Excellent 4 $1,700 $0 Culverts 2003 with 16"x40' maintenance in 10 years. Bridges and May of been extended in No action required, preventative Culverts POI486 4 River 24 16 Metal Excellent 4 $2,100 $0 Culverts 2003 by 10' maintenance in 10 years. Bridges and No action required, preventative Culverts POI482 4 River 24 16 Plastic Excellent 4 $2,100 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI389 5 Lakeshore 20 23 Plastic Excellent 4 $1,900 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI390 5 Lakeshore 20 15 Plastic Excellent 4 $1,900 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI392 5 Lakeshore 24 13 Plastic Excellent 4 $2,100 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI393 5 Lakeshore 24 8 Plastic Excellent 4 $2,100 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI394 5 Lakeshore 18 17 Plastic Excellent 4 $1,800 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI395 5 Lakeshore 24 17 Plastic Excellent 4 $2,100 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI479 5 10th 30 25 Metal Excellent 4 $2,700 $0 Culverts maintenance in 10 years. Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Bridges and No action required, preventative Culverts Multi-plate POI478 5 10th 96 19 Metal Excellent 4 $5,800 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI477 5 10th 36 19 Metal Excellent 4 $3,500 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI375 6 Ryan 18 10 Metal Excellent 4 $1,800 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI408 6 Pit 18 16 Metal Excellent 4 $1,800 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI411 6 Honey 24 13 Metal Excellent 4 $2,100 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI412 6 Honey 16 13 Metal Excellent 4 $1,700 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI413 6 Honey 18 13 Metal Excellent 4 $1,800 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI415 6 Honey 24 13 Metal Excellent 4 $2,100 $0 Culverts maintenance in 10 years. Bridges and may have been replaced No action required, preventative Culverts POI416 6 Honey 16 13 Metal Excellent 4 $1,700 $0 Culverts with 16"x40' maintenance in 10 years. Bridges and No action required, preventative Crooked Culverts POI424 6 30 19 Plastic Excellent 4 $2,700 $0 Culverts maintenance in 10 years. Cross Bridges and No action required, preventative Culverts POI444 6 Storybook 15 13 Plastic Excellent 4 $1,600 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI452 6 Cabin 18 13 Plastic Excellent 4 $1,800 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI469 6 Mill Creek 40 19 Metal Excellent 4 $3,700 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI476 6 Grant 24 13 Metal Excellent 4 $2,100 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI477 6 Grant 24 13 Metal Excellent 4 $2,100 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI478 6 Campbells 18 13 Plastic Excellent 4 $1,800 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI480 6 Campbells 18 13 Plastic Excellent 4 $1,800 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI452 6 Pit 18 16 Plastic Excellent 4 $1,800 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI468 6 MacPherson's 18 13 Metal Excellent 4 $1,800 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI466 6 MacPherson's 16 13 Metal Excellent 4 $1,700 $0 Culverts maintenance in 10 years. Bridges and No action required, preventative Culverts POI444 6 Knights 24 13 Metal Excellent 4 $2,100 $0 Culverts maintenance in 10 years. Bridges and Culvert requires major Culverts Plugged north end POI383 6 Concession 16 11 Poor 2 $1,700 $0 Culverts rehabilitation Bridges and Culvert requires major Crooked Culverts Diameter is 9' POI422 6 9 19 Metal Poor 2 $1,400 $0 Culverts rehabilitation Cross Starting at the Evanturel Travel is difficult at times and Roads Pavement Twp border and ending at needs complete rebuilding and 4 Sprucegrove 250 POOR 1 $18,750 $18,750 $18,750 Corley's repair. Travel is difficult at times and Roads Pavement Entrance from Hwy 560 needs complete rebuilding and 4 Palmateer 430 POOR 1 $32,250 $32,250 $32,250 repair. Travel is difficult at times and Hillock Road Roads Pavement needs complete rebuilding and 4 Brentha 430 POOR 1 $32,250 $32,250 $32,250 Realignment repair. Travel is difficult at times and Roads Pavement River Hill Bridge needs complete rebuilding and 4 River 360 POOR 1 $27,000 $27,000 $27,000 repair. Travel is difficult at times and Rock Street at Agnes to Roads Pavement needs complete rebuilding and 5 Rock 100 POOR 1 $7,500 $0 Rock Street at Main repair. Travel is difficult at times and Main Street from Rock Roads Pavement needs complete rebuilding and 5 Main 120 POOR 1 $9,000 $0 Street to Amy Street repair. Travel is difficult at times and Main Street to Robert Roads Pavement needs complete rebuilding and 5 Church 100 POOR 1 $7,500 $0 Street Intersection repair. Travel is difficult at times and Church Street to Hwy 573 Roads Pavement needs complete rebuilding and 5 Robert 100 POOR 1 $7,500 $0 Intersection repair. Travel is difficult at times and Main Street from Amy Roads Pavement needs complete rebuilding and 5 Main 140 POOR 1 $10,500 $0 Street to Church Street repair. Travel is difficult at times and Lakeshore Intersection to Roads Pavement needs complete rebuilding and 5 Station Street 240 POOR 1 $18,000 $0 Agnes Street Intersection repair. Travel is difficult at times and North from corner of Bay Roads Pavement needs complete rebuilding and 6 Richard 110 POOR 1 $8,250 $0 to corner of Linton repair. Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Travel is difficult at times and North from corner of Roads Pavement needs complete rebuilding and 6 Richard 110 POOR 1 $8,250 $0 Linton to Concession repair. Travel is difficult at times and Roads Pavement East of Richard Street needs complete rebuilding and 6 Concession 370 POOR 1 $27,750 $0 repair. West of Hwy 11 east of Frequent maintenance as well as Old Ferguson Roads Pavement 5 310 FAIR 2 $23,250 $0 Michael Street repairs to potholes and ditches. Highway Routine maintenance only – West of Hwy 11 north of Roads Pavement signs, cleaning the ditch & 5 Michael Street 80 EXCELLENT 4 $6,000 $0 Christopher Street drainage structures. Routine maintenance only – West of Hwy 11 west of Christopher Roads Pavement signs, cleaning the ditch & 5 130 EXCELLENT 4 $9,750 $0 Michael Street Street drainage structures. Lakeshore Avenue to Routine maintenance only – Roads Pavement Station Street signs, cleaning the ditch & 5 Lakeshore 540 EXCELLENT 4 $40,500 $0 Intersection drainage structures. Travel is difficult at times and Runs north of Roads Gravel needs complete rebuilding and 4 Sutton's 1600 POOR 1 $38,400 $25,600 $25,600 Sprucegrove to Hwy 560 repair of drainage services. Travel is difficult at times and East from Hwy # 573 to Stoney Roads Gravel needs complete rebuilding and 4 1610 POOR 1 $38,640 $32,200 $32,200 middle of road Lonesome repair of drainage services. Runs east & west Travel is difficult at times and Roads Gravel between Mill Creek Road needs complete rebuilding and 6 Cabin 3210 POOR 1 $77,040 $0 and Storybook Road repair of drainage services. Travel is difficult at times and Roads Gravel West of River to Honey needs complete rebuilding and 6 Pit 1600 POOR 1 $38,400 $0 repair of drainage services. Travel is difficult at times and Roads Gravel west of Hansuld to Eplett needs complete rebuilding and 6 Nelson Street 170 POOR 1 $4,080 $0 repair of drainage services. Travel is difficult at times and Roads Gravel West of Ryan to Hansuld needs complete rebuilding and 6 Nelson Street 170 POOR 1 $4,080 $0 repair of drainage services. Travel is difficult at times and South of Howie and to Roads Gravel needs complete rebuilding and 6 Eplett 90 POOR 1 $2,160 $0 Nelson Street repair of drainage services. between lots 10 & 11 Travel is difficult at times and Roads Gravel south of Palmateer Road -needs complete rebuilding and 6 Laurila 800 POOR 1 $19,200 $0 Con 5 repair of drainage services. East of Tenth Road and Travel is difficult at times and Roads Gravel dead ends over the ONR needs complete rebuilding and 6 Track 410 POOR 1 $9,840 $0 tracks repair of drainage services. Travel is difficult at times and Agnes Street to Roads Gravel needs complete rebuilding and 6 Agnes 130 POOR 1 $3,120 $0 Concession repair of drainage services. West of Sutton Road Travel is difficult at times and Roads Gravel ending just after second needs complete rebuilding and 6 Sprucegrove 1590 POOR 1 $38,160 $0 house repair of drainage services. Runs north & south Travel is difficult at times and between Brentha Road at Roads Gravel needs complete rebuilding and 6 Storybook 1750 POOR 1 $42,000 $0 the Elk Lake Corner of repair of drainage services. Highway 560 to Cabin Travel is difficult at times and South of Grant Road East Roads Gravel needs complete rebuilding and 6 Grant 1000 POOR 1 $24,000 $0 to dead end repair of drainage services. Travel is difficult at times and Runs South of Hwy 560 Roads Gravel needs complete rebuilding and 6 Knights 1630 POOR 1 $39,120 $0 to Sprucegrove repair of drainage services. Travel is difficult at times and West of last house to Roads Gravel needs complete rebuilding and 6 Sprucegrove 1600 POOR 1 $38,400 $0 Knights Road repair of drainage services. Regraveling of the wearing North of Palmateer Rd to Roads Gravel course. Repairs to drainage 4 Beaver 1600 FAIR 2 $38,400 $19,200 $19,200 Stoney Lonesome channels. Regraveling of the wearing West of Beaver to middle Stoney Roads Gravel course. Repairs to drainage 4 1630 FAIR 2 $39,120 $19,560 $19,560 of road Lonesome channels. Regraveling of the wearing East of Hwy 573 to Roads Gravel course. Repairs to drainage 4 Palmateer 1600 FAIR 2 $38,400 $19,200 $19,200 Laurilas Road channels. Regraveling of the wearing East of Laurila Road to Roads Gravel course. Repairs to drainage 4 Palmateer 1610 FAIR 2 $38,640 $19,320 $19,320 Beaver Rd channels. Regraveling of the wearing South of Brentha to Pit Roads Gravel course. Repairs to drainage 4 River 3210 FAIR 2 $77,040 $38,520 $38,520 Road channels. Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Regraveling of the wearing East entrance off of 560 Roads Gravel course. Repairs to drainage 5 Main 180 FAIR 2 $4,320 $0 heading North to Rock channels. North off of Hwy #11 Regraveling of the wearing Roads Gravel heading north west and course. Repairs to drainage 5 10th 1540 FAIR 2 $36,960 $0 rejoins Hwy 11 channels. Regraveling of the wearing South of Concession to Hansuld Roads Gravel course. Repairs to drainage 6 100 FAIR 2 $2,400 $0 Newton Avenue channels. Regraveling of the wearing East of Main to Robert Roads Gravel course. Repairs to drainage 6 Amy 110 FAIR 2 $2,640 $0 Street channels. Regraveling of the wearing Roads Gravel East of Main to Robert course. Repairs to drainage 6 Linton 130 FAIR 2 $3,120 $0 channels. Regraveling of the wearing East of Robert to Richard Roads Gravel course. Repairs to drainage 6 Linton 110 FAIR 2 $2,640 $0 Street channels. Regraveling of the wearing Runs north of Hwy 560 to Roads Gravel course. Repairs to drainage 6 Knights 1050 FAIR 2 $25,200 $0 dead end channels. Regraveling of the wearing North of Rock St and Roads Gravel course. Repairs to drainage 6 Agnes 120 FAIR 2 $2,880 $0 South of Amy St channels. Regraveling of the wearing Roads Gravel South off of Bay Street course. Repairs to drainage 6 Agnes 100 FAIR 2 $2,400 $0 channels. Regraveling of the wearing Roads Gravel Robert to Richard Street course. Repairs to drainage 6 Concession 120 FAIR 2 $2,880 $0 channels. Regraveling of the wearing South of Newton to Hansuld Roads Gravel course. Repairs to drainage 6 100 FAIR 2 $2,400 $0 Howie Avenue channels. Regraveling of the wearing Roads Gravel North of Howie to Newton course. Repairs to drainage 6 Ryan 110 FAIR 2 $2,640 $0 channels. Regraveling of the wearing North of Newton to Roads Gravel course. Repairs to drainage 6 Ryan 110 FAIR 2 $2,640 $0 Concession channels. Regraveling of the wearing Roads Gravel East of Hansuld to Ryan course. Repairs to drainage 6 Newton 170 FAIR 2 $4,080 $0 channels. Regraveling of the wearing South of Concession to Roads Gravel course. Repairs to drainage 6 Main 90 FAIR 2 $2,160 $0 Linton channels. Regraveling of the wearing North of Church Street to Roads Gravel course. Repairs to drainage 6 Main 40 FAIR 2 $960 $0 dead end channels. Regraveling of the wearing Roads Gravel North of Rock to Amy course. Repairs to drainage 6 Robert 100 FAIR 2 $2,400 $0 channels. Regraveling of the wearing Roads Gravel North of Amy to Church course. Repairs to drainage 6 Robert 150 FAIR 2 $3,600 $0 channels. Regraveling of the wearing North of Bay Street to Roads Gravel course. Repairs to drainage 6 Robert 110 FAIR 2 $2,640 $0 Linton channels. Regraveling of the wearing North of Linton to Roads Gravel course. Repairs to drainage 6 Robert 110 FAIR 2 $2,640 $0 Concession channels. Regraveling of the wearing West of Main to dead end Roads Gravel course. Repairs to drainage 6 Amy 100 FAIR 2 $2,400 $0 past Agnes channels. North of Hwy 560 runs north and south between Lots 3&4 Con 4&5 and Regraveling of the wearing Tower Road & Running east & west - Roads Gravel course. Repairs to drainage 6 MacPherson's 2140 FAIR 2 $51,360 $0 end of MacPherson's channels. Road Road Dack Twp of Chamberlain Boundary North 1/2 Lot 5 Con 6 Regraveling of the wearing Crooked Roads Gravel North of Brentha Road course. Repairs to drainage 6 1290 FAIR 2 $30,960 $0 Cross channels. Regraveling of the wearing Roads Gravel Agnes to Robert Street course. Repairs to drainage 6 Concession 110 FAIR 2 $2,640 $0 channels. Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Regraveling of the wearing West of Highway 560 to Roads Gravel course. Repairs to drainage 6 Campbells 1600 FAIR 2 $38,400 $0 Robillard Twp boundary channels. East of Hwy 560 to the Regraveling of the wearing Roads Gravel corner of Grant Road course. Repairs to drainage 6 Grant 1500 FAIR 2 $36,000 $0 South channels. Runs west from Hwy 11 Regraveling of the wearing Roads Gravel on Twp of Chamberlain course. Repairs to drainage 6 Alpine 1400 FAIR 2 $33,600 $0 and Dack boundary channels. Regraveling of the wearing South of Brentha Road to Roads Gravel course. Repairs to drainage 6 Mill Creek 1590 FAIR 2 $38,160 $0 Cabin Road channels. Regraveling of the wearing Crooked Roads Gravel South of Brentha Road course. Repairs to drainage 6 850 FAIR 2 $20,400 $0 Cross channels. Regraveling of the wearing Hansuld Roads Gravel South of Howie to Nelson course. Repairs to drainage 5 100 FAIR 2 $2,400 $0 Avenue channels. Regraveling of the wearing Roads Gravel West of Hansuld to Eplett course. Repairs to drainage 5 Newton 170 FAIR 2 $4,080 $0 channels. Regraveling of the wearing Roads Gravel Agnes east to Main course. Repairs to drainage 5 Church 100 FAIR 2 $2,400 $0 channels. Regraveling of the wearing Roads Gravel South of Cabin Road course. Repairs to drainage 5 Mill Creek 900 FAIR 2 $21,600 $0 channels. Routine maintenance as well as River road to paved repairs to potholes, ditches, Roads Gravel 4 Brentha 1410 GOOD 3 $33,840 $11,280 $11,280 section at Crooked Cross regular grading and regraveling in isolated patches. Routine maintenance as well as After paved section near repairs to potholes, ditches, Roads Gravel Crooked Cross to Mill 4 Brentha 1530 GOOD 3 $36,720 $12,240 $12,240 regular grading and regraveling in Creek isolated patches. Routine maintenance as well as Mill Creek to Highway repairs to potholes, ditches, Roads Gravel 4 Brentha 3340 GOOD 3 $80,160 $26,720 $26,720 560 regular grading and regraveling in isolated patches. Routine maintenance as well as West of 9th Road to repairs to potholes, ditches, Roads Gravel 5 Painters Road 190 GOOD 3 $4,560 $0 corner 10th Road regular grading and regraveling in isolated patches. Routine maintenance as well as North off of Hwy 11 to repairs to potholes, ditches, Roads Gravel 5 Ninth Road 440 GOOD 3 $10,560 $0 Painters Road regular grading and regraveling in isolated patches. Routine maintenance as well as Runs northeast of repairs to potholes, ditches, Harman's Roads Gravel Brentha at an angle to 6 800 GOOD 3 $19,200 $0 regular grading and regraveling in Road Evanturel boundary isolated patches. Routine maintenance as well as Runs from the Twp of repairs to potholes, ditches, Roads Gravel Evanturel Boundary west 6 Brentha 1610 GOOD 3 $38,640 $0 regular grading and regraveling in to River isolated patches. West of Evanturel Routine maintenance only – Roads Gravel boundary after paved signs, cleaning the ditch & 4 Sprucegrove 2170 EXCELLENT 4 $52,080 $0 section drainage structures. Routine maintenance only – North of Brentha to the Roads Gravel signs, cleaning the ditch & 4 River 1480 EXCELLENT 4 $35,520 $0 Bridge drainage structures. Routine maintenance only – South of Sprucegrove to Roads Gravel signs, cleaning the ditch & 4 River 1400 EXCELLENT 4 $33,600 $0 Bridge drainage structures. Routine maintenance only – Runs East of Hwy 560 Roads Gravel signs, cleaning the ditch & 6 Mack Road 700 EXCELLENT 4 $16,800 $0 between Con 4 & 5 Lot 9 drainage structures. Runs north & south on Routine maintenance only – Dack Township of Robillard & Roads Gravel signs, cleaning the ditch & 6 Robillard 990 EXCELLENT 4 $23,760 $0 Dack boundary at Con 2 drainage structures. Boundary & 3 intersecting Hwy 560 Routine maintenance only – Roads Gravel North of Brentha Road signs, cleaning the ditch & 6 Mill Creek 1950 EXCELLENT 4 $46,800 $0 drainage structures. Runs between Ryan Routine maintenance only – Roads Gravel Street and Hansuld signs, cleaning the ditch & 6 Concession 160 EXCELLENT 4 $3,840 $0 Street west of the river drainage structures. Charlton and Dack AMP Spreadsheet

Current Culvert Road Diameter Condition (1 Category Asset Description Notes & Requirements Street Length (m) Material Condition Replacement 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total POI Class (inch) to 4 (new)) Cost Runs between Hansuld Routine maintenance only – Roads Gravel Street and Eplett west of signs, cleaning the ditch & 6 Concession 180 EXCELLENT 4 $4,320 $0 the river drainage structures. Routine maintenance only – Runs between Eplett and Roads Gravel signs, cleaning the ditch & 6 Concession 350 EXCELLENT 4 $8,400 $0 Hwy 573 west of the river drainage structures. Routine maintenance only – Roads Gravel North of Howie to Newton signs, cleaning the ditch & 6 Eplett 100 EXCELLENT 4 $2,400 $0 drainage structures. Routine maintenance only – North of Newton to Roads Gravel signs, cleaning the ditch & 6 Eplett 100 EXCELLENT 4 $2,400 $0 Concession drainage structures. Routine maintenance only – Roads Gravel North of Pit Road signs, cleaning the ditch & 6 Honey 1200 EXCELLENT 4 $28,800 $0 drainage structures. North & South; South 1/2 Routine maintenance only – Roads Gravel Lot 1, Concession 1, signs, cleaning the ditch & 6 Doggitt Road 400 EXCELLENT 4 $9,600 $0 Dack drainage structures. River Hill Bridge, two Bridges and Repair and rehabilitation work per Bridge lane, three span concrete River 74 Concrete Good 4 $1,900,320 $1,200 $4,300 $11,200 $16,700 Culverts 2012 Inspection Report. river over Englehart

Total $ 12,129,410 $ 38,250 $ 45,250 $ 27,750 $ 37,900 $ 44,200 $ 56,950 $ 48,520 $ 43,760 $ 51,040 $ 37,520 $ 662,240 Appendix B

River Road Bridge Inspection