Town of Grand Valley 2022 Storm Water Asset Management Plan
Grand Valley, Ontario
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2022 Storm Water Asset Management Plan
Town of Grand Valley
R.J. Burnside & Associates Limited
15 Townline
Orangeville ON L9W 3R4 CANADA
December 8, 2022
300051749.0000
Town of Grand Valley
ii
2022 Storm Water Asset Management Plan
December 8, 2022
R.J. Burnside & Associates Limited
300051749.0000
221208_SAMP-51749
Record of Revisions
Revision
Date
Description
-
December 5, 2002
Draft Final Report
1
December 8, 2022
Final Report
R.J. Burnside & Associates Limited
Report Prepared By:
Arunas Kalinauskas
Business Manager - Asset Management / GIS
AK:sm
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Executive Summary
This report contains the Storm Water Asset Management Plan for the Town of Grand
Valley. The report has been organized as follows:
-
Section 1.0: Introduction
-
Section 2.0: State of Local Infrastructure
-
Section 3.0: Expected Levels of Service
-
Section 4.0: Asset Management Strategy
-
Section 5.0: Recommendations
The "State of Local Infrastructure" section provides an overview of the storm water
assets owned by the Town. This includes detailed information on storm water asset
inventory, including asset attributes, replacement costs, useful life, age, and asset
condition. This information provides the foundation for other sections of this asset
management plan.
Based on data provided by the Town and discussions with Town Staff, it is believed that
the Town's Storm Water assets are in Good weighted average condition (with the
weighting based on asset replacement cost) as outlined in the following assets table.
Please note that weighted average conditions do not fully reflect the many assets that
need to have capital improvement investments but provide an overall high-level
perspective of all the assets found in that asset grouping / network.
Looking at a weighted average of remaining life as a percentage of useful life can
provide a quick estimate of how quickly the Town may be looking to invest in either
capital improvements or asset replacement. It is important to view the remaining service
life to useful life percentages not as absolutes but as triggers to seek more information
about an asset type. This summary table shows that the Town's storm water assets still
Asset Type
Condition
(Weighted
Average)
Risk
(Weighted
Average)
Useful
Life (UL)
-
Weighted
Average
Remaining
Service
Life (RSL)
- Weighted
Average
RSL as a %
of UL
Storm Mains
Good
Low
97
71
73%
Catch Basins
Good
Moderate
100
68
68%
Storm
Manholes
Good
Low
100
75
75%
Crossroad
Culvert
Good
Low
54
32
59%
Storm Ponds
Very Good
Moderate
100
90
90%
Discharge
Points
Very Good
Low
100
81
81%
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have much more than 50% of their useful life remaining. The only storm water asset
type showing close to 50% remaining life are the crossroad culverts.
The Town has been working diligently at replacing degraded crossroad culverts. This
study identifies a small increase of $2,500 per year in crossroad culvert replacement will
ensure a lower asset failure risk tolerance for the Town.
"Expected levels of service" compares the current level of service provided by the Town,
and the recommended levels of service that will help extend the life of the
above-mentioned asset types as well as help accommodate for growth of the Town. The
Town of Grand Valley takes great care in the service levels they offer their constituents
and public. This report has made a few additional Levels of Service (LOS)
recommendations that can help potentially extend the life of the Town's storm water
assets and therefore reduce the total lifecycle costs of these assets.
The "asset management strategy" provides a long-term operating and capital forecast
indicating the requirements for maintaining, rehabilitating, replacing / disposing, and
expanding the Town's assets, while moving towards the specified expected levels of
service identified above. The goal of the storm water asset management strategy is to
have the Town moving towards a more sustainable asset management position over the
10-year forecast period. We have also taken into consideration the potential risk of each
asset by identifying the asset consequence of failure and probability of failure.
Asset risk was assessed based on the asset's age, condition, consequence of failure,
and probability of failure. The following have been identified based on project
inspections and Town data as assets that need to be replaced or have major
improvements over the next few years:
-
Storm Water Mains - There are some old storm mains located in parts of the Town
that have exceeded or are coming to exceed their identified useful lives. Our project
models have identified approximately $300,000 in replacement cost for the
replacement of these storm water mains. Replacing storm water mains usually only
takes place when a road surface needs replacing. A portion of the storm water main
segments are part of the current Emma Street reconstruction project. To ensure that
appropriate coordination is undertaken, it is our recommendation that the Town
complete storm main CCTV scans for these sections of pipe to be able to project a
more accurate condition and coordinated replacement year. Cost for an annual
CCTV scans is estimated at $10,000 per year.
-
Crossroad Culverts - As noted above, the Town diligently has been replacing
crossroad culverts annually. Based on the inspections completed during this project
it is recommended that the Town slightly accelerate this activity from $15,000 to
$17,500 annually to reduce some of the Town's risk. This will also help ensure that
the Town's road bases are protected from storm water infiltration / washout.
-
Storm Ponds - Most of the Town's Storm Ponds have been constructed within the
last 10 years, but were only assumed by the Town in the last few years. Before
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assuming the storm pond assets, the developer is responsible to have them cleaned
out. This means that the Ritchie Drive Pond will need to be cleaned out in 2025 -
the approximate cost of which is $115,000.
-
Oil / Grit Separators - Need to be cleaned out every 5-7 years to ensure they work
appropriately. These two assets need to be cleaned out in 2025 - the approximate
cost of which is $11,000.
-
Improving the storm sewer network has been an important priority to reduce
extraneous flows that have been observed entering the sanitary sewer system. The
Storm Water Inflow and Groundwater Infiltration Study Report prepared by Burnside,
dated July 2009, is used as a reference to determine the areas where extraneous
flows are observed and where storm sewer improvements would be beneficial for the
Town's wastewater treatment plant. By making improvements, it ensures
groundwater sources from a foundation drainage are directed to a storm sewer
system rather than a sanitary sewer, which takes up capacity at the treatment plant.
The report identified the Riverhill subdivision as an area where higher extraneous
flows were observed. Since 2017, work has focused in this area, and thus far storm
sewers / services were added on Baker Court, Crozier Street, and Spruyt Avenue.
The next project in this subdivision that is slated for improvements is Luther Road.
Pending Council approval, we anticipate construction of this project in 2024. Other
areas where higher flows were observed were Main Street and Amaranth Street west
of Main Street. Several other streets in Grand Valley have extraneous flows, and
any road reconstruction project that is planned takes into consideration the
information in the report to determine whether storm sewer work should be included.
It is a costly undertaking to complete the work given the complexities with working
around existing utilities and infrastructure in place, as well as working on private
property to provide the storm sewer connections.
-
There are some roads in Grand Valley that do not have storm sewers and road catch
basins. The majority of these roads are located across the Water Street Bridge
(Cooper Street, George Street, Parkview Street, Main Street, River Street). As noted
in the 2009 report, these roads do not contribute to the extraneous flows in the
sanitary sewer system. The Town could consider these roads on a case-by-case
basis in coordination with other future road reconstruction work.
Scott Street which has no storm sewer has plans to be urbanized. There is an
agreement in place with two other developers who are contributing to the storm
sewer installation. The work is anticipated to be completed in 2023/2024 pending
receiving regulatory approvals, and Council approval of to proceed to construction.
-
There is a shallow storm sewer on Emma Street that is sometimes prone to freezing
but can overland if necessary.
The above listed projects summarise the most current storm water assets improvement
needs for the Town.
In summary, an annual asset investment of $118,000 is needed to fund long-term asset
management planning needs for storm water infrastructure. This optimal investment
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becomes the funding target over the forecast period. However, this target increases
over time as inflation increases this amount annually. Assuming 2% annual inflation, the
target annual capital asset investment amount becomes $125,000 by the year 2032.
Overall, this storm water asset management plan is a tool to be used by the Town for
capital decision making. It can be tied to various existing reports (such as budget,
official plan, and strategic planning reports) to ensure future asset management plans
can be updated to reflect changes in the Town of Grand Valley's priorities.
Please note that this study only focused on the Town's storm water assets.
This report has been formatted to meet the Information and Communications
Standards under the Accessibility for Ontarians with Disabilities Act, 2005
(A.O.D.A.). This is a technical report that may include figures, or detailed drawings
where additional accommodation in required in order for readers to access the
report's information. If additional accommodation is required, please contact
Arunas Kalinauskas, R.J. Burnside & Associates Limited.
Town of Grand Valley
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2022 Storm Water Asset Management Plan
December 8, 2022
R.J. Burnside & Associates Limited
300051749.0000
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Table of Contents
1.0
Introduction ........................................................................................................ 1
1.1
Overview ................................................................................................... 1
1.2
Plan Objectives .......................................................................................... 1
1.3
Plan Development ..................................................................................... 2
1.4
Maintaining an Asset Management Plan .................................................... 3
1.5
Plan Integration ......................................................................................... 3
2.0
State of Local Infrastructure ............................................................................. 4
2.1
Scope and Process .................................................................................... 4
2.2
Capital Asset Overview .............................................................................. 5
2.3
Storm Water Mains .................................................................................... 9
2.4
Storm Water Catchment Devices ............................................................... 9
2.5
Crossroad Culverts ...................................................................................14
2.6
Storm Ponds and Discharge Points ..........................................................18
2.6.1 Storm Ponds ................................................................................. 18
2.6.2 Discharge Headwalls and Oil / Grit Separators ............................. 22
2.7
Grand Valley Municipal Drains ..................................................................22
2.8
Asset Condition ........................................................................................22
2.9
Data Accuracy and Completeness ............................................................23
3.0
Expected Levels of Service ............................................................................. 24
3.1
Scope and Process ...................................................................................24
3.2
Current Levels of Service versus Expected Levels of Service ...................25
3.3
Town Growth ............................................................................................27
4.0
Asset Management Strategy ........................................................................... 28
4.1
Scope and Process ...................................................................................28
4.2
Risk Assessment ......................................................................................28
4.3
Priority Identification .................................................................................30
4.4
Long-term Forecast ..................................................................................32
5.0
Recommendations ........................................................................................... 34
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Tables
Table 2.1: Asset Condition / Needs Assessment Tax Supported Asset Summary ......... 7
Table 2.2: Storm Water Gravity Mains ..........................................................................11
Table 2.3: Storm Water Catchment Devices .................................................................11
Table 2.4: Crossroad Culvert Material Breakdown........................................................16
Table 2.5: Crossroad Culvert Investment Plan ..............................................................16
Table 2.6: Storm Pond Management Facilities Summary .............................................18
Table 2.7: Storm Pond and Oil / Grit Separator Inspection Questions ..........................21
Table 2.8: Asset Condition Format for all Assets ..........................................................23
Table 3.1: Expected Levels of Service ..........................................................................26
Table 3.2: Current Identified Potential Growth ..............................................................27
Table 4.1: Probability of Failure Matrix ..........................................................................29
Table 4.2: Consequence of Failure Matrix ....................................................................29
Table 4.3: Total Risk of Asset Failure Matrix.................................................................30
Figures
Figure 2.1: Storm Water Asset Distribution Replacement Costs (2022) ......................... 5
Figure 2.2: Storm Water Gravity Main Inventory ............................................................ 8
Figure 2.3: Rural Catch Basins and Discharge Points ..................................................12
Figure 2.4: Urban Catch Basins and Discharge Points .................................................13
Figure 2.5: Example of Fulcrum Field App Data ...........................................................15
Figure 2.6: Fulcrum Sample Output Report ..................................................................15
Figure 2.7: Crossroad Culverts by Condition in Rural Area ...........................................17
Figure 4.1: Proposed Asset Strategy Based on Expected Levels of Service .................33
Appendices
Appendix A Municipality Asset Inventory & Asset Management Plan Assumptions
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Disclaimer
In the preparation of the various instruments of service contained herein, R.J. Burnside
& Associates Limited was required to use and rely upon various sources of information
(including but not limited to: reports, data, drawings, observations) produced by parties
other than R.J. Burnside & Associates Limited. For its part R.J. Burnside & Associates
Limited has proceeded based on the belief that the third-party / parties in question
produced this documentation using accepted industry standards and best practices and
that all information was therefore accurate, correct, and free of errors at the time of
consultation. As such, the comments, recommendations, and materials presented in this
instrument of service reflect our best judgment in light of the information available at the
time of preparation. R.J. Burnside & Associates Limited, its employees, affiliates and
subcontractors accept no liability for inaccuracies or errors in the instruments of service
provided to the client, arising from deficiencies in the aforementioned third-party
materials and documents.
R.J. Burnside & Associates Limited makes no warranties, either express or implied, of
merchantability and fitness of the documents and other instruments of service for any
purpose other than that specified by the contract.
Copyright
© 2022, Town of Grand Valley. All Rights Reserved.
The preparation of this project was carried out with assistance from the Government of
Canada and the Federation of Canadian Municipalities. Notwithstanding this support,
the views expressed are the personal views of the authors, and the Federation of
Canadian Municipalities and the Government of Canada accept no responsibility for
them.
Town of Grand Valley
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2022 Storm Water Asset Management Plan
December 8, 2022
R.J. Burnside & Associates Limited
300051749.0000
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1.0
Introduction
1.1
Overview
R.J. Burnside & Associates Limited (Burnside) was retained by the Town of Grand
Valley (Town) to prepare a storm water asset management plan. This plan is intended
to be a tool for the Town to use during various decision-making processes, including the
annual budget process and Provincial / Federal capital grant application processes. This
plan will serve as a road map for sustainable storm water infrastructure planning going
forward.
Assets included in this storm water asset management plan are the following:
-
Storm Water Gravity Mains;
-
Catch Basins;
-
Storm Water Manholes;
-
Crossroad Culverts;
-
Storm Ponds;
-
Discharge Points; and
-
Municipal Drains.
It is recommended that this plan be updated on an annual basis to ensure that it is kept
up to date. All assets listed above are tax supported and are discussed more thoroughly
in this report.
1.2
Plan Objectives
The Town's goals and objectives with respect to their storm water assets relate to the
level of service being provided to the Town's residents and visitors. Services should
continue to be provided at expected levels, as defined within this storm water asset
management plan. The Town's infrastructure and other capital assets are anticipated to
be maintained at condition levels that provide for a safe and functional environment for
its residents and visitors. Therefore, the storm water asset management plan and its
implementation will be evaluated based on the Town's ability to meet these goals and
objectives.
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1.3
Plan Development
The development of the Town's storm water asset management plan was based on the
steps summarized below:
1. Develop a complete listing of storm water assets to be included in the plan, including
attributes such as useful life, age, current replacement valuation. Update the
replacement cost of assets to 2022 dollars, and where required, using applicable
inflationary indices.
2. Assess current condition of the assets, based on a combination of the following:
a) Existing reports;
b) Burnside desktop assessments;
c) Staff assessments;
d) Asset age analysis; and
e) Field inspections for Crossroad Culverts Discharge Points, and Catch Basins.
3. Assess the risk of asset failure for each asset, based on determining the probability
of each asset failing, as well as the consequence of the asset failing. This risk
analysis is one of the components used to identify priority projects for inclusion in the
asset management plan, as well as asset risk levels that require mitigation.
4. Determine current levels of service, based on standard practices and discussions
with Town staff and discussions with Burnside Engineering staff. Further analysis of
the maintenance practices and identification of additional measures that can be
applied to the assets to extend their lifecycle and potentially provide a lower asset
total lifecycle cost.
5. Prepare a storm water asset management strategy (i.e., operating and capital
forecast) based on the asset inventory, identified priorities, and level of service
analysis discussed above.
6. Determine an annual cost to support the storm water asset management strategy
over the plan period.
7. Prepare a final report, summarizing the process, strategy, and results of the asset
management plan.
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1.4
Maintaining an Asset Management Plan
An asset management plan should be updated as the capital needs and priorities of the
Town change. This can be accomplished in conjunction with the Town's budget
process. With the delivery of this project spreadsheet file, the Town will have the tools
available to perform updates to their asset management plan when needed.
When updating the asset management plan, note that the state of local infrastructure,
expected levels of service, asset management strategy and financing strategy are
integrated and impact each other. Looking at these components in reverse order, one
can see the financing strategy outlines how the asset management strategy will be
funded. The asset management strategy illustrates the costs required to maintain
expected levels of service at a sustainable level. The expected levels of service
component summarizes and links each service area to specific assets contained in the
state of local infrastructure and thus determines how these assets will be used to provide
expected service levels.
This report covers a forecast period of 10 years, as the growth of the Town will show
significant asset inventory adjustments. It is suggested that more focus and attention be
put on the first 5 years of the storm water asset management plan, to ensure accurate
capital planning in the short term. It is also recommended that in the future the Town
start moving towards 50-year forecasts. This longer-term vision will ensure that future
infrastructure investments are not lost in the shorter 10-year forecast window.
1.5
Plan Integration
The municipal environment is continually changing and demanding when it comes to
legislation and other responsibilities. Integrating this storm water asset management
plan with the Town's asset management and budget process is key to the appropriate
management of the Town's assets.
With respect to integrating the Town's budget process with asset management planning,
this requires a projection of capital and operating costs over a future period. The budget
outlines total operating and capital requirements for the Town, while the asset
management plan focuses on specific asset related requirements. With this link to the
annual budget, the budget update process can also become an asset management plan
update process.
Both asset management and PSAB 3150 require a complete and accurate asset
inventory. Using a single asset inventory as developed for the storm water asset
management plan, spreadsheets contain current replacement valuation as an effective
approach to maintaining the Town's asset data (digital spreadsheets of these assets are
provided in Appendix A).
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2.0
State of Local Infrastructure
2.1
Scope and Process
This section of the plan provides an opportunity to develop a greater understanding of
the storm water assets owned by the Town. The state of local infrastructure analysis
includes:
-
An asset inventory documenting asset sub-types including quantities, materials, and
other similar asset attributes (where available);
-
Current replacement cost valuation;
-
Asset age distribution analysis and asset age as a proportion of expected useful life;
-
Asset condition information (mostly based on report and / or staff assessment, as
well as field inspection of crossroad culverts and catch basins); and
-
Documentation of assumptions made in creating the asset inventory.
Burnside developed a detailed storm water asset inventory listing for the Town, which
was used as a starting point in fulfilling the requirements for this report. This inventory
provides attributes such as current replacement cost, useful life, and age. With respect
to replacement cost, the Town provided various recent valuations, which were inflated to
estimate current 2022 replacement costs. In cases of newly identified assets, we
estimated the year that the asset was constructed and / or acquired based on other
surrounding assets.
The following data and reports were used to develop the Town's asset inventory during
this project:
-
Town PSAB 3150 asset inventory;
-
Town reports (such as spreadsheets; documents and notes from staff);
-
Town 2022 Asset Management Plan;
-
Town GIS data;
-
Recent purchase information from the Town; and
-
Discussions with Town staff.
Some adjustments to asset useful lives have been made but further analysis may reveal
that the Town will want to update some useful life values in the Town's tangible capital
asset financial reporting so that they better reflect the lifecycle and remaining life of the
Town's storm water assets. Burnside engineers have reviewed the useful lives of the
storm water assets identified in this project and believe they now better reflect the
conditions, maintenance practices, and management of the Town's assets.
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Town of Grand Valley
2022 Storm Water Asset Management Plan
December 8, 2022
2.2
Capital Asset Overview
The Town presently owns storm water assets with a 2022 replacement value of
approximately $16.7 million, broken out as follows:
-
$6.6 million Storm Water Mains;
-
$4.3 million Catch Basins;
-
$3.7 million Storm Manholes;
-
$1.2 million Crossroad Culverts;
-
$0.3 million Storm Ponds; and
-
$0.6 million Storm Water Discharge Headwalls.
Over the last five years the Town has assumed $3.6 million worth of storm water assets.
This is an increase of approximately 30% of storm water assets, which can show an
overall weighted average condition improvement. 40% of all the storm water assets total
replacement value is contained in Storm Water Mains, 26% is contained in Catch
Basins, 22% in Storm Manholes, 7% in Crossroad Culverts, 4% in Storm Water
Discharge Headwalls, and 2% in Storm Ponds. Table 2.1 and Figure 2.1 outline the
breakdown of these totals into the Town's storm water asset categories.
Figure 2.1: Storm Water Asset Distribution Replacement Costs (2022)
Storm Ponds
Discharge Points
Crossroad Culvert
1%
4%
26%
Storm Main
40%
Catch Basins
Storm Manholes
22%
7%
Storm Main
Catch Basins
Storm Manholes
Crossroad Culvert
Storm Ponds
Discharge Points
The capital asset inventory was organized in a Microsoft Excel spreadsheet and
delivered to the Town in digital form shown in Appendix A. Each of the asset types were
assessed for their age, condition (where available), and for data accuracy and
completeness.
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Table 2.1 and Figure 2.2 show the state of storm water inventory summary by asset sub-
type. This table also leads one to understand that the Town's storm water assets are
mostly in the first 1/3 of their lifecycle. This is clearly understood as the Town has been
experiencing significant growth and expansion of their urban area over the last 10 years.
This growth continues to develop in north, west, and southern areas of the current urban
part of the Town.
The Storm Water Network Inventory Map (Figure 2.2) was based on drawings and
includes locations of storm sewers, maintenance holes, oil / grit separators, pipe
locations, and the location of stormwater management facilities. The map is developed
from data in the Town's GIS system. We note that the Town's GIS system does include
the road catch basins but are not shown on this map due to the scale of the drawing.
The newer areas in Grand Valley were imported to GIS from AutoCAD drawings
provided by Developer's Engineers, or from AutoCAD drawings Burnside has from their
previous projects in the Town.
As part of the Consolidated Linear Infrastructure Environmental Compliance Approval
(CLI-ECA) for municipal stormwater management systems that the Town expects to be
issued shortly, there are requirements to update the mapping within 12 months of
infrastructure being connected to the system, even if they are developer maintained. In
addition, when existing infrastructure is located but not previously included on the map, it
is required to be added when applicable. The Town will be required to submit to the
Ontario Ministry of the Environment, Conservation and Parks (MECP) Director,
notification for the following:
-
When existing infrastructure has been located but not previously included on
mapping or in the CLI-ECA. Notification is required within 90 days.
-
When the Town assumes developer operated facilities. Notification is required within
30 days.
-
When authorized infrastructure is connected to the network which will impact the
descriptions in Schedule B of the CLI-ECA. This includes any addition of a storm
sewer, as that impacts the total lengths included in Schedule B. Notification is
required within 30 days.
As a requirement of the CLI-ECA by June 2025, the map will need to be updated to
show sewer sheds for the storm sewer network map. For example, there is an outlet to
the Grand River at Water / William Street. This outlet services a large catchment area
including the subdivision referred to as Mayberry Hill Phase 1, 2, and 3A, among other
areas. The map will need to be updated to show the ultimate catchment areas to each
ultimate outlet of the storm sewer network system.
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Table 2.1: Asset Condition / Needs Assessment Tax Supported Asset Summary
Asset Type
2022
Replacement
Cost
Condition
(Weighted
Average)
(Value)
Condition
(Weighted
Average)
(Text)
Useful
Life
(Years)
Age
(Weighted
Average)
Remaining
Life
(Weighted
Average)
Risk
(Weighted
Average)
(Value)
Risk
(Weighted
Average)
(Text)
Storm Mains
$6,630,110
7.0
Good
100, 50
27
71
1
Low
Catch Basins
$4,271,000
6.9
Good
100
32.2
67.8
2
Moderate
Storm Manholes
$3,710,000
7.4
Good
100
25.3
74.7
1
Low
Crossroad Culvert
$1,225,917
7.0
Good
30, 80
22
32
1
Low
Storm Ponds
$250,000
8.8
Very Good
100
10
90
2
Moderate
Discharge Points
$645,000
8.0
Very Good
100
19
81
1
Low
Total
$16,732,027
7
Good
27
69
1
Low
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Jenkins St. SWM Facility
Catchment Area (approx.)
Block 31 SWM
Facility Catchment Area
(Major and Minor Storms approx.)
Ritchie Drive SWM
Facility Catchment Area
(Minor Storms Only
approx.)
Block 31 SWM Facility
Catchment
(Major Storms Only
approx.)
Ritchie Drive SWM
Facility Catchment Area
(approx.)
Ritchie Drive SWM
Facility Catchment Area
(approx.)
Watson Road SWM
Facility Catchment Area
(approx.)
WWTP SWM Facility
Catchment Area (approx.)
1050 mm Super Pipe
with 300mm Local
1050 mm Super Pipe
with 300mm Local
1500 mm Super Pipe
with 300mm Local
Gra
nd Riv
e
r
Grand
River
Boyn
e
Cre
ek
4537
4538
4425
4426
4427
4428
4429
4430
4174
4175
4176
4177
4178
4180
4181
4182
4183
4184
4185
4190
4191
4192
4193
4194
4195
4196
4197
4198
4199
4200
4620
4621
4623
4624
4625
4679
4680 4681
4682
4683
4684
4685
4686
4632
4633
4634
4635
4636
4637
4638
4639
4640
4641
4642
4643
4663
4664
4665
4666
4667
4668
4669
4671
4672
4676
4677
4678
4670
4690
4692
4693
4694
4619
5335
5337
8300
8301
8302
8303
8304
8305
8306
7300
7301 7302
7303
7304
7305
7306
7307
7308
7309
7310
7311
7312
7313
7314
7315
7316
7317
7318
7319
7320
7321
7322
7323
7324
7325
7326
7327
7328
7329
7330
7331
7332
7333
7334
7335
7336
7337
7338
7905
7906
7907
7908
7909
7910
7911
7912
7913
7914
7915
7916
7917
7918
7919
7920
7921
7922
7923
7924
7925
7926
7927
8154
8155
8156
8157
8158
8159
8160
8161
8162
8163
8164
8165
8166
8167
8168
8169
8170
8171
8172
8173
8174
8175
8176
8177
8178
8179
8180
8181
8182
8183
8184
8185
8186
8187
8188
8189
8190
8191
8192
8193
8194
8195
8196
8197
8199
8200
8334
8335
8336
8337
8338
8339
8340
8341
8342
8343
8344
8345
8346
8364
8365
Amaranth Street
Talbot
Street
Beam Street
Benham
Road
R
a
iny Drive
Baker
Court
George Street
Mary
Court
Mill Street
Melody La
ne
Mayberry Drive
Joyce Court
Fife Road
William
Street
Water S
treet
McIntos
h Dr
Main Street
Grundy Cres
Ind
u
strial Road
Lang Lane
Grundy
Cresc
Donaghy Dr
Melody Lane
Eastwood Cres
Taylor Drive
R
itchi
e Drive
Crozier Stre
et
Cooper Street
Mill Street
Leeson Street
River Street
Lower Crozier Street
Park View Drive
Bielby Street
Concession Road 2-3
Douglas
Street
Monty
Avenue
Webb Street
Taylor Drive
Harris Crescent
Hunt Street
Spruyt Avenue
Ponsford Street
King Street
East Back Lane
West
Bank
Alley
Emma Street
Lougheed Dr
Stuckey Lane
Moss Cres
Eastwood Lane
MacIntyre Lane
Scott Street
Wilson Drive
Tindall Cres
Hillborn Street
Gier Street
Jenkins Street
Watson Road
Concession Road 2-3
8314
8314
8316
7715
7715
5278
8350
GRCA
Note:
Maintenance holes are not appearing on some sections on the storm sewer, but are present. This will be
addressed on future mapping revisions.
Sources:
1. Ministry of Northern Development, Mines, Natural Resources and Forestry, © Queen's Printer for Ontario
2. Parcel Fabric Created with Data Under License from Teranet Inc.
Disclaimer:
R.J. Burnside & Associates Limited and the above mentioned sources and agencies are not responsible for the
accuracy of the spatial, temporal, or other aspects of the data represented on this map. It is recommended that
users confirm the accuracy of the
information represented.
This map is the product of a Geographic Information System (GIS). As such, the data represented on this map
may be subject to updates and future reproductions may not be identical.
Map Title
Coord. System: NAD 1983 UTM Zone 17N
Projection: Transverse Mercator
False Easting:
Central Meridian: 81°0'0.00"W
Scale Factor: 0.99960
Page Orientation:
False Northing: 0m
Datum: North American 1983
0
75
150
225
300
Metres
o
MD
True North
File Path: X:\Dufferin\East_Luther_Grand_Valley\Map\Cartography\2022\Assets\StormAssets.mxd Print Date: 2022/10/13 Time: 04:34 PM
Drawn
Scale
Project No.
Checked
Date
Map No.
300054741.0000
H 1:4,000
2022/10/13
TOWN OF GRAND VALLEY
1/1
CED
Client
Maintenance Hole Location
!
Storm Maintenance Hole
Oil/Grit Separator
")
Oil/Grit Separator
Storm Gravity Main
$
Unknown Diameter
$
150 mm
$
200 mm
$
250 mm
$
300 mm
$
375 mm
$
400 mm
$
450 mm
$
500 mm
$
525 mm
$
600 mm
$
675 mm
$
700 mm
$
750 mm
$
825 mm
$
900 mm
$
975 mm
$
1000 mm
$
1050 mm
$
1200 mm
$
1350 mm
$
1500 mm
Super Pipes
1050 mm
1500 mm
Storm Water Catchment Areas
Jenkins Street SWM Facility Catchment Area
Ritchie Drive SWM Facility Catchment Area
Taylor Drive SWM Facility Catchment Area
WWTP SWM Facility Catchment Area
Watson Road SWM Facility Catchment Area
Storm Water Management Pond
Parcels
Lakes & Rivers
Streams
SWP WHPA-Wellhead Protection Area (GRCA)
WHPA-A
WHPA-B
WHPA-C
WHPA-D
STORM WATER NETWORK INVENTORY
!
!
Mount Haven SWM
Facility Catchment
Area (approx.)
3885
Mount Haven Crescent
County Road 25
County Road 25
County Road 25
5241
5240
Mounth Haven Subdivision
0
75
150
225
300
Metres
o
Town of Grand Valley
9
2022 Storm Water Asset Management Plan
December 8, 2022
R.J. Burnside & Associates Limited
300051749.0000
221208_SAMP-51749221208_SAMP-51749
2.3
Storm Water Mains
The Town's storm water main assets make up a key service in the urban part of the
Town with 12.1 km of pipe. This ensures the movement of storm water through the
Town eventually discharging in the Grand River via gravity mains. The Town has
completed some CCTV scans in older parts of the Town, looking to assess the condition
of the gravity mains.
The inventory of storm water mains was compiled from both the Town's asset
management database and GIS. Figure 2.2 shows a map of the Town's storm water
gravity main network according to pipe diameter size. Table 2.2 outlines the distribution
of storm gravity main pipes via material. This table shows that the greatest length of
Town storm main is made of concrete (10.1 km) and approximately 83% of the whole
network. Even though the overall weighted condition of storm mains is good, the table
outlines that the weighted condition of corrugated steel pipes is very poor. The condition
of these pipe assets was estimated via the asset's age. It is recommended that the
Town complete CCTV scans of these corrugated steel pipes to assess the real condition
that will better define the remaining life of the pipe.
The useful life of a corrugated steel pipe is identified as 50 years. This value may be too
conservative an estimate in some locations that have favourable soil and environment
conditions for corrugated steel pipes. However, there may be locations that have poor
high acidic soil conditions which will degrade steel pipes much faster than 50 years.
Therefore, CCTV scans of these corrugated steel pipes in poor soil makeup may provide
a more accurate condition and remaining life estimation.
2.4
Storm Water Catchment Devices
Catch Basins (26%) and Storm Manholes (22%) account for close to 50% of the
replacement cost of the storm water assets for the Town. The catch basins collect storm
water along Town roads to provide access to the storm water gravity mains and clearing
away surface runoff water. Figure 2.3 and Figure 2.4 show the Catch Basin and
Discharge Point locations across the rural and urban areas, respectively, of the Town.
Field investigations located 71 additional catch basins that were not originally in the
Town's asset inventory. Most of these newly identified catch basins are located in the
rural areas of the Town, assisting in the capturing and moving of storm water across
roadways. The Public Works Manager provided guidance to some locations and others
were identified in the Spring before grasses grew surrounding them and making them
harder to see from the road.
Town of Grand Valley
10
2022 Storm Water Asset Management Plan
December 8, 2022
R.J. Burnside & Associates Limited
300051749.0000
221208_SAMP-51749221208_SAMP-51749
Table 2.3 shows a breakdown of numbers of assets and their weighted conditions and
risk of failure by the following categories:
-
Storm Water Manholes;
-
Catch Basins;
-
Double Catch Basins;
-
Double Ditch Catch Basins;
-
Ditch Catch Basins; and
-
Yard (Rear Lot) Catch Basins.
These classes of storm water catchment devices help to outline the complexity of the
Town's assets between rural and urban settings.
Storm Water Manholes, which are individually the most expensive to replace of storm
water assets, are located in the urban area and account for $3.7 million (46%) of all of
the catchment type devices owned by the Town. Catch basins account for $3 million
(38%) replacement cost of the catchment type devices owned by the Town. These
assets all have 100-year useful lives and are in good to very good condition.
Town of Grand Valley
11
2022 Storm Water Asset Management Plan
December 8, 2022
R.J. Burnside & Associates Limited
300051749.0000
221208_SAMP-51749221208_SAMP-51749
Table 2.2: Storm Water Gravity Mains
Storm Water Mains
(Material)
Length (m)
Condition
(Weighted
Average)
Condition
(Text)
Risk (Weighted
Average)
Risk
(Text)
Replacement
Cost
Concrete
10,136.0
7
Good
1
Low
$5,840,790
Corrugated Steel
741.2
1
Very Poor
3
High
$330,590
HDPE
143.6
4
Average
2
Moderate
$50,260
Poly Vinyl Chloride
1,164.6
9
Very Good
1
Low
$408,470
Total
12,185.4
7.4
Good
1.4
Low
$6,630,110
Table 2.3: Storm Water Catchment Devices
Asset Type
Number
Condition
(Weighted
Average)
Condition
(Text)
Risk (Weighted
Average)
Risk
(Text)
Replacement
Cost
Manhole
160
6.4
Good
1.7
Moderate
$3,710,000
Catch Basin
305
8.2
Very Good
1.2
Low
$2,963,000
Double Catch Basin
46
8.8
Very Good
1.1
Low
$532,000
Double Ditch Catch Basin
22
6.6
Good
1.7
Moderate
$216,000
Ditch Catch Basin
54
8.8
Very Good
1.1
Low
$388,000
Yard Catch Basin
21
6.9
Good
1.5
Moderate
$172,000
Total
608
6.9
Good
1.50
Moderate
$7,981,000
Town of Grand Valley
14
2022 Storm Water Asset Management Plan
December 8, 2022
R.J. Burnside & Associates Limited
300051749.0000
221208_SAMP-51749221208_SAMP-51749
2.5
Crossroad Culverts
Crossroad culverts total $1.2 million and 7.3% in asset replacement cost of storm water
assets owned by the Town. Crossroad culverts are key to ensuring that water stays
away from the Town's road bases and therefore maintain more solid foundation for the
road surface. This is particularly important during extreme weather events which
produce large volumes of rain over a short period of time.
The field inspections of Town crossroad culverts were scheduled for the Spring of 2022,
before the roadside grasses made it more difficult to locate. Burnside created a data
collection form using Fulcrum Inc. tool. Figure 2.5 shows an example of the data
collection tool results. This field data app integrates a GIS database and map so that
the field teams can quickly locate via tablet / cell phone internal GPS, record the
necessary information via simple form and attach photos to the location point. The Town
will be provided a copy of the field app with the recorded data (for future use the Town
will need to purchase a Fulcrum license - a digital output will be made available for the
Town). Figure 2.6 shows the types of reports that can be accessed online. These
online reports provide the location and identified condition, as well as photos taken at the
site. During these investigations, 69 additional crossroad culverts were recorded that
were not initially part of the Town's crossroad culvert inventory. The following
information was collected during the field investigations:
-
Location;
-
Condition (relative Very Good, Good, Fair, Poor, Very Poor);
-
Length (m);
-
Diameter (m);
-
Material; and
-
Photo.
Town of Grand Valley
15
2022 Storm Water Asset Management Plan
December 8, 2022
R.J. Burnside & Associates Limited
300051749.0000
221208_SAMP-51749221208_SAMP-51749
Figure 2.5: Example of Fulcrum Field App Data
Figure 2.6: Fulcrum Sample Output Report
Town of Grand Valley
16
2022 Storm Water Asset Management Plan
December 8, 2022
R.J. Burnside & Associates Limited
300051749.0000
221208_SAMP-51749221208_SAMP-51749
Figure 2.7 provides a map showing the locations and identified conditions of the Town's
rural crossroad culverts. Crossroad culverts in the Town's urban area are found on
Figure 2.3.
Table 2.4 provides the breakdown of material type for the Town's crossroad culverts. As
the majority are located in the rural area of the Town, the most cost-effective material
has been corrugated steel pipes. The Town is replacing these culverts in some cases
with HDPE material to ensure a longer useful life and lower lifecycle cost.
Table 2.4: Crossroad Culvert Material Breakdown
Crossroad Culvert
(Material)
Number
Replacement
Cost
Corrugated Steel
207
$1,139,137
HDPE
8
$39,720
Concrete
8
$47,060
Total
223
$1,225,917
Based on the inspected conditions and replacement costs, a proposed investment
breakdown into replacing crossroad culverts is found below in Table 2.5.
Table 2.5: Crossroad Culvert Investment Plan
Replacement
Timing
Investment Required
Now
$20,000
1-5 Years
$17,500 / Year
6-10 Years
$17,500 / Year
Town of Grand Valley
18
2022 Storm Water Asset Management Plan
December 8, 2022
R.J. Burnside & Associates Limited
300051749.0000
221208_SAMP-51749221208_SAMP-51749
2.6
Storm Ponds and Discharge Points
The Town has four Stormwater Management Facilities including two Oil / Grit Separators
that the Town owns and maintains. Storm ponds, Oil / Grit Separators, and discharge
headwalls only account for $0.9 million of Town-owned storm water assets, however
they are critical to reducing damages caused by extreme weather events in developed
areas. Therefore, inspecting and maintaining good functioning storm ponds and
discharge points is important. There are other storm pond facilities within the Town that
are located within unassumed subdivisions. These unassumed facilities will eventually
be maintained by the Town, however, for the purpose of the report we have only
included facilities where the Town is responsible for maintenance.
2.6.1 Storm Ponds
A summary of the Town's stormwater management facilities is included in Table 2.6.
Estimated cleanout costs are based on annual sediment loadings provided in Table 6.3
in the MECP Stormwater Management (SWM) Planning & Design Manual. As the ponds
have not been in place for a long time, there has not been an opportunity to refine
frequencies based on actual monitoring of the facilities over time. Annual sediment
loadings can vary based on a number of factors such as frequency of catch basin sump
cleanouts or the need of sanding the roadway in the wintertime. As the Town maintains
these facilities over the years, the cost for cleanouts will decrease slightly as the Town
will have practice coordinating the works and have tenders that could be reproduced for
future cleanouts.
Table 2.6: Storm Pond Management Facilities Summary
Storm Pond
Facility
Maintenance
Additional Notes
Taylor Dr. Wetland
SWM Facility -
Constructed 2013 -
Assumed 2019
Estimated Forebay / Main Pond
Cleanout: Expected every 7 years
pending annual inspection results.
Estimated cost of $126,000.
Facility was constructed as part
of the Mayberry Phase 1
Subdivision. It also accepts
stormwater from Mayberry
Phase 3A Subdivision currently
under development.
Taylor Dr. Wetland
SWM Facility -
Constructed 2013 -
Assumed 2019
SWM facility last cleaned in
August 2018 by the Developer.
Next cleanout is also required to
be completed by the Developer as
new development (Mayberry
Phase 3A contributes to the
Phase 1 pond).
Facility was constructed as part
of the Mayberry Phase 1
Subdivision. It also accepts
stormwater from Mayberry
Phase 3A Subdivision currently
under development.
Town of Grand Valley
19
2022 Storm Water Asset Management Plan
December 8, 2022
R.J. Burnside & Associates Limited
300051749.0000
221208_SAMP-51749221208_SAMP-51749
Storm Pond
Facility
Maintenance
Additional Notes
Ritchie Drive
Wetland SWM
Facility -
Constructed 2015 -
Assumed 2021
Estimated Forebay Cleanout:
Expected to require cleanout
every 8 years pending actual
inspection results. Estimated cost
of $165,000.
Facility was constructed as part
of the Mayberry Hill Phase 2
Subdivision.
Ritchie Drive
Wetland SWM
Facility -
Constructed 2015 -
Assumed 2021
Estimated Main Pond Cleanout:
Expected to require cleanout
every 4 years pending actual
inspection results. Estimated cost
of $115,000.
The facility has a backup cell
(easterly dry cell) which acts as
emergency storage facility
should the drainage outlet from
the main facility be obstructed.
Asset ID 5278
WWTP Wet Pond
SWM Facility
Constructed 2012
Estimated Forebay Cleanout:
Expected to require cleanout
every 9 years pending annual
inspection results. Estimated cost
of $48,000.
No cleanouts have been
completed.
Asset ID 5278
WWTP Wet Pond
SWM Facility
Constructed 2012
Estimated Main Pond Cleanout:
Expected to require cleanout
every 68 years pending annual
inspection results. Estimated cost
of $73,000.
No cleanouts have been
completed.
Asset ID 3885
Mount Haven
Crescent - Wetland
SWM Facility -
Constructed 2005 -
Assumed 2012
Forebay: Expected to require
cleanout every 35 years pending
annual inspection results.
Estimated cost of $92,000.
No cleanouts have been
completed.
Asset ID 3885
Mount Haven
Crescent - Wetland
SWM Facility -
Constructed 2005 -
Assumed 2012
Main Pond: The frequency of the
main pond cleanout is unknown
due to the very low
imperviousness of the subdivision.
Cleanout of the main pond is
expected to be a rare occurrence
so long as the forebay cleanouts
are maintained.
No cleanouts have been
completed.
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Typical storm pond maintenance includes the following:
-
Grass Cutting: It is generally recommended that grass-cutting be limited or
eliminated around stormwater management facilities since allowing the grass to grow
tends to enhance water quality. For example, short grass, especially around wet
SWM ponds, can attract geese which you want to discourage, thereby keeping the
grass longer is advantageous. Grass cutting is recommended along the edges of the
maintenance access routes and along the boundary of the property. This would
generally be completed 1-2 times a year. If grass cutting is being completed in other
areas, it is generally for the perceived aesthetics of the facility. If the municipality
chooses to undertake additional grass cutting, they should still maintain a distance
away from the permanent pool to direct grass cuttings upland. Some precaution
should be taken if significant grass cutting is occurring to ensure grass clippings do
not clog structures.
-
Trash Removal: Trash removal is important as there is a potential track that could
block outlet devices which will restrict the appropriate function of the pond.
Generally, a 'spring cleanup' occurs at the facilities and an additional check in the fall
is recommended prior to the winter season commencing.
-
Weeding: Weeds are undesirable in stormwater management facilities. If weeding
is required to remove an invasive species for example, it should be done by hand to
prevent the destruction of surrounding vegetation. Never use herbicides or
insecticides near stormwater management facilities. The use of fertilizer is also not
recommended and should be minimized if it's use is deemed essential.
-
Sediment Removal: This is the costliest item associated with maintenance of
stormwater management facilities. It involves cleaning out the facilities to remove
the build-up of sediment.
Inspections generally occur once per year, unless it has been determined that additional
inspections are required. Questions to consider when inspecting the facilities have been
copied into Table 2.7 below from Table 6.2 in the MECP Stormwater Management
Planning and Design Manual.
Burnside, as part of the Consolidated Linear Infrastructure Environmental Compliance
Approval that the Town will be issued shortly, requires detailed Operation and
Maintenance Manuals. Burnside intends to provide the Town a consolidated manual
with procedures that provide better direction on how to complete the inspections which
will be specific to each facility, and stakes / other markers that can be added to facilities
to aid in completing the inspections. The manual is intended to provide step-by-step
procedures on how to complete the tasks.
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Table 2.7: Storm Pond and Oil / Grit Separator Inspection Questions
Wet Ponds and Wetlands
Oil / Grit Separators
1. Is the pond level higher than the normal
permanent pool elevation > 24 hours after
a storm (or other design detention time)?
(This could indicate blockage of the outlet
by trash or sediment. Visually inspect the
outlet structure for debris or blockage.)
1. Is there sediment in the separator?
(The level of sediment should be
measured using a graduated pole with
a flat plate attached to the bottom. The
pole should be graduated such that the
true bottom of the separator compared
to the cover / grate is marked for
comparison.)
2. Is the pond level lower than the normal
permanent pool elevation? (This could
indicate a blockage of the inlet. Visually
inspect the inlet structure for debris or
blockage.)
2. Is there oil in the separator? (A visual
inspection of the contents should be
made from the surface for trash /
debris and / or the presence of an oil /
industrial spill. An oily sheen, frothing
or unusual colouring to the water may
indicate the occurrence of an oil or
industrial spill. The separator / catch
basin should be cleaned in the event of
spill contamination.)
3. Is the vegetation around the pond
unhealthy or dying? (This could indicate a
poor selection of species. If occurs
chronically further analysis should be
conducted to identify the cause.) Is the
pond all open water (no bulrushes or
vegetation in the water)? Are there areas
around the pond with easy access to open
water? (This will indicate a need for
replanting the pond)
4. Is there an oily sheen on the water near
the inlet or outlet? Is the water frothy? Is
there an unusual colouring to the water?
(This may indicate the occurrence of an oil
or industrial spill and the need for
cleanup.)
5. Check the sediment depth in pond. (This
will indicate the need for sediment
removal. The sediment depth can be
checked using a graduated pole with a flat
plate attached to the bottom. A marker
(pole, buoy) should be placed in the pond
to indicate the spot(s) where a
measurement should be made. A visual
inspection on the pond depth can also be
made if the pond is shallow and a
graduated marker is located in the pond.)
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2.6.2 Discharge Headwalls and Oil / Grit Separators
The field inspectors had some difficulty finding a few previously identified storm water
discharge points (from GIS data). Some may have been covered up with soil, rocks, or
debris and could not be located. Others may be submersed under water and could not
be found. However, the majority were found and reported on. From the notes recorded
by the field inspectors, it is recommended that the Town make an annual Spring
inspection and cleanout of these discharge points to ensure there is no blockage to
storm water flows.
2.7
Grand Valley Municipal Drains
Municipal drains operate under the Ontario Drainage Act and require the municipality to
hire a Drainage Superintendent that manages these drains, which are located across the
municipality. Grand Valley has 169.4 km of municipal drains. 37.3 km of the drains are
identified as closed drains, and 132.1 km are defined as open drains. Figure 2.7 shows
the Town's Municipal Drainage Network.
As Municipal drains are owned by the landowners through whose property they flow, the
Town has responsibility to manage the drains and pay for maintaining the drains that
cross the Town's property, which is mostly along roadways. The Town-owned drainage
assets are reported on in this Storm Water Asset Management Report.
2.8
Asset Condition
Each asset was tracked based on estimated total useful life and remaining service life.
Using this data, staff information, and age analysis of the Town's assets assisted in
identifying potential areas of focus where inspected asset condition was not available.
We want to state that asset condition is always best defined via engineering best
practices. Engineering based condition assessments can provide more realistic
estimates of an asset's remaining service life, which can then be used to establish asset
rehabilitation and / or replacement schedules. Age related condition values can be
problematic if the asset's useful life is not appropriately defined. For example, if a useful
life of an asset is defined shorter than the assets true performance, this will result in a
lower / poorer age assessed condition rating. This method of condition approximation
was only used when inspected, or when staff commented conditions were not available.
A rating out of 10 was established for all assets and was based on a combination of past
reported physical inspections, current inspections, staff assessment, and asset age
analysis. This rating was then converted to a condition description of "Very Good" to
"Very Poor" as shown in Table 2.8.
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Table 2.8: Asset Condition Format for all Assets
Condition (Value 0-10)
Condition
8 - 10
Very Good
6 - 7
Good
4 - 5
Average
2 - 3
Poor
0 - 1
Very Poor
The condition of the assets is an important element of any lifecycle assessment process.
This process also identifies maintenance and operating practices that can be applied to
ensure appropriate service levels, as well as extending the life of the asset to its
maximum service life.
A high-level summary of the average conditions for the Town's storm water assets is
shown in Table 2.1. The conditions listed in Table 2.1 were calculated using weighted
average conditions. The weighting factor used was the asset replacement costs so that
the greater the cost, the greater the weighting of that asset's condition used to determine
the average. Using this method provides more emphasis on the more expensive to
replace assets. However please note that averages are a composition of many assets in
a group. Averages can be misleading with respect to immediate needs, as newly
constructed assets offset the older assets requiring urgent replacement.
2.9
Data Accuracy and Completeness
An important element of this storm water asset management plan is ensuring that tools
and procedures are in place to maintain accuracy and completeness of the asset data
and calculations moving forward. As time passes, assets are used, maintained,
improved, disposed of, and replaced. All of these lifecycle events can trigger changes to
the asset database used within the asset management plan. Therefore, tools and
procedures are essential to ensure the asset data remains accurate and complete.
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3.0
Expected Levels of Service
The Town has been offering and maintaining good service levels, during challenging
economic times for its residents and visitors. The Province has demanded via Ontario
Regulation 588/17 that municipalities complete asset management plans on a regular
basis to ensure that appropriate investments are being made in municipal infrastructure.
Reviewing past records has shown that large investments were being made into
maintaining and replacing the Town's infrastructure. An example of this is the current
road and utility infrastructure improvements occurring along the southern part of Emma
Street. The last few years have seen much improvement with greater investments in
Town infrastructure. It is important to note that the long-term objective of the Town
needs to be infrastructure sustainability. In general, the Town is performing
maintenance activities when required.
3.1
Scope and Process
A levels of service (LOS) analysis gives the Town an opportunity to document the levels
of service that are currently being provided and compare it to the levels of service that
will ensure the assets achieve their full lifecycle potential. This can be done through a
review of current practices and procedures, an examination of trends or issues facing
the Town, and / or through an analysis of performance measures and targets that staff
can use to measure performance.
Expected LOS can be impacted by several factors, including:
-
Legislative requirements (e.g., minimum maintenance standards for roads, water,
wastewater guidelines, etc.);
-
Strategic planning goals and objectives;
-
Resident expectations;
-
Visitor expectations;
-
Council expectations; and
-
Financial or resource constraints.
The previous task of determining the state of the Town's local infrastructure establishes
the asset inventory and condition, as well as asset management policies and principles
to guide the refinement and upkeep of asset infrastructure. The LOS analysis utilizes
this information and factors in the impact of asset service level targets. It is important to
document an expected LOS that is realistic to the community. It is common to strive for
the highest LOS; however, these service levels usually come at a cost. It is also helpful
to consider the risk associated with a certain LOS. Therefore, expected LOS should be
determined in a way that balances both level of investment and associated risk to the
Town.
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Burnside received verbal confirmation of maintenance practices that the Town staff
perform. We recommend that the Town revisit and update the crossroad culvert
inspections every 10 years. This will provide historic condition information as well as
information related to any changes to asset maintenance. This will also help better
determine the remaining life of the municipality's crossroad culvert assets.
This information will help not only identify the current needs, but also future requirements
due to LOS changes. Ensuring that appropriate levels of service are determined and
recorded helps during the Town's current rapid growth.
3.2
Current Levels of Service versus Expected Levels of Service
The Town's current LOS has resulted in the current state of infrastructure as discussed
in the previous section of the report. The current LOS also relates to the risk
assessment discussed in later report sections. The Town is doing well with delivering
levels of service, as only $16,000 per year was identified as additional cost to deliver
identified expected levels of service for storm water assets. With the addition of
relatively new storm water ponds, additional inspections completed by staff and pond
cleanout costs have been identified in the section above.
Table 3.1 outlines broad LOS descriptions (both current and enhanced LOS). This
analysis was noted through discussions with the Town's staff and engineering best
practices. Based on the information provided there are a few enhanced maintenance
related LOS identified.
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Table 3.1: Expected Levels of Service
Expected Strategic
LOS
Current LOS
Expected LOS
Benchmark (if
Applicable)
Current
Cost of
LOS
Estimated Cost
to Move to
Expected LOS
Cost Description
Effective Storm Water
Management
Investigate and respond based on
public complaints/concerns
Proper flows and clear system with
little to no inhibitors
No storm water
back-up
incidents
Municipality delivers this Level of Service well
Cross Road Culverts
are Appropriately Sized
and Maintained
Cross Road Culverts are replaced
when required
Climate Change and/or Extreme
Weather events do not cause
adverse issues with the Municipal
road network
$15,000
$17,500
Cross road culverts are replaced when required. It is
recommended that further study look into the assessment
of the size of the cross road culverts to withstand extreme
weather events to ensure Road Bases are secure.
Catch Basins are clear
and well Maintained
Catch Basin cleaning every three
years
Annual Catch Basin cleaning
$3,000
every three
years
$5,000 every
three years
With the limited number of catch basins and location in
the area of the Municipal Office it is considered that this
LOS is being completed.
Oil/Grit Separators are
clear and well
Maintained
Oil / Grit Separators cleaned every
6 years
Oil / Grit Separaors are well
maintained and cleaned as
required
$11,000 every six
years
Municiplaity is just taking on this new maintenance action
and expected for cleaning in 2024 and then in 2030 etc.
Storm Water Outfalls
clear and well
Maintained
Investigate when issues arise
Regular inspection for condition
and no physical obstructions
$1,500
Recommend annual inspection in the Spring and clean
out
Storm Water Mains are
clear and well
Maintained
No identified issues
Regular inspection for condition
and no physical obstructions
$10,000
Municipality delivers this Level of Service. More CCTV
scanning is recommended to ensure aging corregated
steel pipe areas are in good condition with no obstructions.
Storm Ponds are well
Maintained
Inspections conduted annually
Storm Ponds are inspected
annually and cleaned out as
required
$115,000/4 years
and $165,000/8
years
This Level of Service is new to the Town and will need to
be planned for and managed approtriately
Municial Drains are
well Managed and
Maintained
Drainage Superinendent responds
to Land Owner concerns and
follows Ontario Drainage Act
Drainage Superinendent responds
to Land Owner concerns and
follows Ontario Drainage Act
Follow Ontario
Drainage Act
$15,000
$15,000
Municipality delivers this Level of Service.
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3.3
Town Growth
The Town continues to grow at one of the highest rural rates across the Province. As
such, it is important to recognize that as this rapid growth continues that the Town will
need to invest in more equipment and staff to maintain appropriate asset service levels.
As an example, Table 3.2 outlines the potential growth over the next ten years. Please
note that the information is not fully approved, only preliminary, and does not have all the
asset types identified.
Table 3.2: Current Identified Potential Growth
Development
Storm Water Gravity
Main (m)
Storm Water
Manhole
Catch
Basin
Storm
Ponds
Corseed
1,150
25
14
1
Moco
2,322
46
50
1
Mayberry 3a
1,178
23
37
Mayberry 3b
1,950
34
1
Rivers Edge
1,100
2
Total
7,700
128
101
5
With such rapid growth, the Town must not forget the older assets that will require
improvements / replacement to maintain good levels of service.
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4.0
Asset Management Strategy
4.1
Scope and Process
The asset management strategy provides the recommended course of actions required to
maintain (or move towards) a sustainable asset position while delivering the levels of
service discussed in the previous section. The courses of action, when combined, form a
long-term operating and capital forecast that includes:
-
Non-infrastructure solutions: Reduce costs and / or extend expected useful life
estimates;
-
Maintenance activities: Regularly scheduled activities to maintain existing levels of
service levels, or repairs needed due to unplanned events;
-
Renewal / Rehabilitation: Significant repairs or maintenance planned to maintain the
levels of service and increase the remaining life of assets; and
-
Replacement / Disposal: Complete disposal and replacement of assets when renewal
or rehabilitation is no longer an option.
Priority identification becomes a critical process during the development of an asset
management strategy. Priorities have been determined based on assessment of the
overall risk of asset failure, which is determined by looking at both the probability of an
asset failing, as well as the consequences of asset failure. The consequences of the
municipality not meeting desired levels of service must also be considered in determining
risk. As discussed in Section 3.0, adding enhanced levels of service results in both
operating and capital budget impacts over the 10 year forecast period. This has to be
taken into consideration, with the overall objective of reaching sustainable levels while
mitigating risk.
4.2
Risk Assessment
The risk of an asset failing is defined by the following calculation:
Risk of Asset Failure = Probability of Failure x Consequence of Failure
Probability of failure has been linked to the condition assessment for each asset, if an asset
in "very good" condition it has a "rare" probability of failure. The table below outlines the
probability factor tied to each condition rating.
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Table 4.1: Probability of Failure Matrix
Condition (Value)
Condition
Probability of Failure
8 - 10
Very Good
Rare
6 - 7
Good
Unlikely
4 - 5
Average
Possible
2 - 3
Poor
Likely
0 - 1
Very Poor
Almost Certain
Consequence of failure has been determined by examining each asset type separately.
Consequence refers to the impact on the municipality if a particular asset were to fail.
Types of impacts include the following:
-
Cost Impacts: The cost of failure to the Town (i.e., capital replacement, rehabilitation,
fines and penalties, damages, etc.);
-
Social impacts: Potential injury or death to residents / public;
-
Environmental impacts: The impact of the asset failure on the environment; and
-
Service delivery impacts: The impact of the asset failure on the Town's ability to
provide services at desired levels.
Each type of impact was reviewed, and consequence of failure for each asset type was
determined by using the information contained in Table 4.2 as a guide to assess the level
of impact. Levels of impact were documented as ranging from "significant" to
"insignificant".
Table 4.2: Consequence of Failure Matrix
Cost
Social
Environmental
Service
Delivery
Significant
Significant Cost -
Difficult to Recover
Death,
Serious
Injury
Long-term Impact
- Permanent
Major
Interruptions
Major
Substantial Cost - Multi-
year Budget Impacts
Major
Injury
Long-term Impact
- Fixable
Significant
Interruptions
Moderate
Considerable Cost -
Requires Revisions to
Budget
Moderate
Injury
Medium-term
Impact - Fixable
Moderate
Interruptions
Minor
Small / Minor Cost -
within Budget Allocations
Minor
Injury
Short-term / Minor
Impact - Fixable
Minor
Interruptions
Insignificant
Negligible or Insignificant
Cost
No Injury
No Impact
No
Interruptions
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With both probability of failure and consequence of failure documented, total risk of asset
failure was determined using the matrix contained in Table 4.3. Total risk has been
classified under the following categories:
-
Extreme Risk (E): Risk beyond acceptable levels.
-
High Risk (H): Risk slightly beyond acceptable levels.
-
Medium / Moderate Risk (M): Risk at acceptable levels, monitoring required to ensure
risk does not become high.
-
Low Risk (L): Very little risk.
Table 4.3: Total Risk of Asset Failure Matrix
Consequence of Failure
Probability of
Failure
Significant
Major
Moderate
Minor
Insignificant
Almost Certain
Extreme
Extreme
High
High
Moderate
Likely
Extreme
High
High
Moderate
Moderate
Possible
High
High
Moderate
Moderate
Low
Unlikely
High
Moderate
Moderate
Low
Low
Rare
Moderate
Moderate
Low
Low
Low
Risk levels can be reduced or mitigated through planned maintenance, rehabilitation and /
or replacement of an asset. An objective of this storm water asset management plan is to
identify ways to reduce risk levels where they are deemed to be too high, as well as ensure
assets are maintained in a way that keeps risk at acceptable levels.
4.3
Priority Identification
Through a review of the asset risk of failure assessment, the assets / categories listed
below were identified as being priorities of the Town for over the next few years. These
lists of capital asset improvements / replacements are only for the next few years, and do
not limit the needs that the Town requires to become fully sustainable.
-
Storm Water Mains - There are some old storm mains located in parts of the Town that
have exceeded or are coming to exceed their identified useful lives. Our project models
have identified approximately $300,000 in replacement cost for the replacement of
these storm water mains. Replacing storm water mains usually only takes place when
a road surface needs replacing. A portion of the storm water main segments are part of
the current Emma Street reconstruction project. To ensure that appropriate
coordination is undertaken, it is our recommendation that the Town complete storm
main CCTV scans for these sections of pipe to be able to project a more accurate
condition and coordinated replacement year. Cost for an annual CCTV scans is
estimated at $10,000 per year.
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Crossroad Culverts - As noted above, the Town diligently has been replacing crossroad
culverts annually. Based on the inspections completed during this project it is
recommended that the Town slightly accelerate this activity from $15,000 to $17,500
annually to reduce some of the Town's risk. This will also help ensure that the Town's
road bases are protected from storm water infiltration / washout.
-
Storm Ponds - Most of the Town's Storm Ponds have been constructed within the last
10 years, but have only been assumed by the Town in the last few years. Before
assuming the storm pond assets, the developer is responsible to have them cleaned
out. This means that the Ritchie Drive Pond will need to be cleaned out in 2025 - the
approximate cost of which $115,000.
-
Oil / Grit Separators - Need to be cleaned out every 5-7 years to ensure they work
appropriately. These two assets need to be cleaned out in 2025 - the approximate cost
of which is $11,000.
-
Improving the storm sewer network has been an important priority to reduce extraneous
flows that have been observed entering the sanitary sewer system. The storm water
Inflow and groundwater Infiltration Study Report prepared by Burnside dated July 2009
is used as a reference to determine the areas where extraneous flows are observed
and where storm sewer improvements would be beneficial for the Town's wastewater
treatment plant. By making improvements, it ensures groundwater sources from
foundation drainage are directed to a storm sewer system rather than a sanitary sewer
which takes up capacity at the treatment plant. The report identified the Riverhill
subdivision as an area where higher extraneous flows were observed. Since 2017,
work has focused in this area, and thus far storm sewers / services were added on
Baker Court, Crozier Street, and Spruyt Avenue. The next project in this subdivision
that is slated for improvements is Luther Road. Pending Council approval, we
anticipate construction of this project in 2024. Other areas where higher flows were
observed were Main Street and Amaranth Street, west of Main Street. Several other
streets in Grand Valley have extraneous flows, and any road reconstruction project that
is planned, takes into consideration the information in the report to determine whether
storm sewer work should be included. It is a costly undertaking to complete the work
given the complexities with working around existing utilities and infrastructure in place,
as well as working on private property to provide the storm sewer connections.
-
There are some roads in Grand Valley that do not have storm sewers and road catch
basins. The majority of these roads are located across the Water Street Bridge
(Cooper Street, George Street, Parkview Street, Main Street, River Street). As noted in
the 2009 report, these roads do not contribute to the extraneous flows in the sanitary
sewer system. The Town could consider these roads on a case-by-case basis in
coordination with other future road reconstruction work.
Scott Street which has no storm sewer has plans to be urbanized. There is an
agreement in place with two other developers who are contributing to the storm sewer
installation. The work is anticipated to be completed in 2023/2024 pending receiving
regulatory approvals, and Council approval of to proceed to construction.
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There is a shallow storm sewer on Emma Street that is sometimes prone to freezing,
but can overland if necessary.
4.4
Long-term Forecast
For many years, lifecycle costing has been used in the field of engineering to evaluate the
advantages of using alternative materials in construction or production design. The method
has gained wider acceptance and used recently in the management of capital assets.
Lifecycle costs are all the costs which are incurred during the lifecycle of a capital asset,
from the time it is purchased or constructed, to the time it is taken out of service for
disposal / replacement.
In defining the long-term forecast for the Town's storm water asset management strategy,
costs incurred through an asset's lifecycle, the asset's condition, expected LOS, and risk
were considered and documented. Storm water asset analysis in forecasting the Town's
asset replacement needs is summarized in Figure 4.1, which we are calling Proposed
Asset Strategy Based on Expected Levels of Service.
The asset strategy incorporated all the information discussed above in this report and
based on the information provided by the Town, past reports, staff input, and understanding
of the asset's reaction in their current environment as well as the expected asset
maintenance levels, and the current asset condition, which is expected to produce a
reduced asset potential risk of failure. The outcome of this approach was to provide
appropriate asset service levels, and the assets were expected to meet or exceed their
useful life which reduces expected infrastructure deficits. In total (all storm water assets),
$1.09 million in assets (inflated to appropriate year) are shown as maintenance,
improvement, rehabilitation and replacement needs over the 10-year forecast. This is the
recommended asset strategy for the Town of Grand Valley.
Assets like storm water manholes and catch basins are not expected to be replaced for
usually over 75 years. It needs to be stated, to ensure that these assets have reserve
funding for their rehabilitation / replacement schedule in the future.
For the recommended asset strategy to be feasible, the expected level of service
adjustments discussed in Section 3.0 are needed in conjunction with the current level of
service amounts to effectively maintain and rehabilitate the assets as required.
350,000
33
Town of Grand Valley
2022 Storm Water Asset Management Plan
December 8, 2022
Figure 4.1: Proposed Asset Strategy Based on Expected Levels of Service
2023
2024
2025
2026
2027
2028
2029
2030
2031
2032
Municipal Drains
-
-
-
-
-
-
-
-
-
-
Discharge Points
1,500
28,050
1,561
1,592
1,624
1,656
1,689
14,359
1,757
1,793
Storm Ponds
-
-
119,646
-
-
-
292,802
-
-
-
Crossroad Culvert
18,700
17,850
18,207
18,571
18,943
19,321
19,708
20,102
20,504
20,914
Storm Manholes
-
-
-
-
-
-
-
-
-
-
Catch Basins
-
5,100
-
-
5,412
-
-
5,743
-
-
Storm Mains
312,310
10,200
10,404
10,612
10,824
11,041
11,262
11,487
11,717
11,951
-
50,000
100,000
150,000
200,000
250,000
300,000
Future Replacement Cost (Inflated)
R
Burnside & Associates Limited
300051749.0000
221208_SAMP-51749
.J.
Town of Grand Valley
34
2022 Storm Water Asset Management Plan
December 8, 2022
R.J. Burnside & Associates Limited
300051749.0000
221208_SAMP-51749
5.0
Recommendations
The following recommendations have been provided for the Town of Grand Valley's
consideration:
-
That this Storm Water Asset Management Plan be received by the Town of Grand
Valley Council; and
-
That consideration of this Storm Water Asset Management Plan be included as part
of the annual budgeting process to ensure sufficient capital funds are available to
fund storm water capital requirements over the 10-year period.
The current level of funding for asset replacement and renewal at the Town will not
sufficiently fund required capital needs moving forward. As such, it is recommended that
the following be considered:
-
That the "levels of service" strategies discussed in this report be approved;
-
The Town use capital reserves as the primary source of asset investment annually.
Funds should flow from the operating budget to these reserves, which are then used
to fund capital projects;
-
The Town increase storm water asset management funding as outlined in Table 3.1;
-
That this Storm Water Asset Management Plan be updated as per the Town's Asset
Management Strategy Policy; and
-
The Town consider the capital priorities identified within this report when applying for
future grants or deciding on how to utilize Gas Tax, OCIF funding, and / or other
funding that becomes available.
Key investment in asset capital needs will be required over the 10-year forecast period
and beyond. Through the recommendations provided above, proactive steps need to be
made to increase capital investment, as well as reduce the annual infrastructure funding
gap for the Town's storm water assets. Enhanced maintenance plans will assist in
maintaining adequate asset conditions, mitigate asset risk as well as potentially defer
capital needs within the forecast period. In addition, the Town of Grand Valley is
recommended to pursue all available capital grants wherever possible to further reduce
the infrastructure funding gap.
Through the creation of this plan, the Town has been provided with Excel spreadsheets
in which amendments and revisions can be made as needed by the Town. The Town
has also been provided with access for a 3-month period to Fulcrum app to review the
field data and photos. It is anticipated that this plan received by the Town of Grand
Valley Council will be monitored and updated frequently as part of the asset
management and budget process, with refinements and specific recommendations being
provided with respect to the priority of each individual project.
Appendix A
Appendix A
Municipality Asset Inventory &
Asset Management Plan Assumptions
Fixed
Asset
#
Field
ID
Asset Type /
SubType
Asset Name
Location
Description
Headwall
Maerial
Pipe
Material
Pipe
Size
(mm)
Install
Year
Useful
Life
Remaining
Useful Life
Age
Replacement
Cost
Condition
Based On
Useful
Life
Assessed
Condition
Condition
Used for
Analysis
Inspection Condition Notes
Asset
Condition
(As per
Priority
Rating)
Probability
of Failure
(Based on
Condition
or Expected
Condition)
Consequence
of Failure
Risk of
Failure
Numerical
Value of
Risk of
Failure
Year
Replacement
(due to
minimal
maintenance
practices)
Current
Levels of
Service %
benefit
Revised
Levels
Service
Replacement
Year
Year
Replacement
Applying
Risk Score
Subsequent
Replacement
Year
Revised
Remaining
Useful Life
100
81
19
$645,000
8
1
3318
DischargePoint -
Outfall w/
Headwall
Concrete Headwall -
Main Street
106 Main
St.
Concrete
Concrete
400
1969
100
47
53
$15,000
5
2
2
Outfall with headwall. Behind headwall is
eroded
Poor
Likely
Moderate
H
3
2059
10
2069
2024
2124
3
3319
DischargePoint -
Outfall w/
Headwall
Concrete Headwall -
Main Street
Concrete
Concrete
1600
1969
100
47
53
$15,000
5
7
7
Concrete outfall head wall, 1600mm
concrete pipe in great condition.
Good
Unlikely
Moderate
M
2
2059
10
2069
2069
2169
48
3320
DischargePoint -
Outfall w/
Headwall
Concrete Headwall -
Ponsford Street
1969
100
47
53
$15,000
5
7
7
Outfall, good condition.
Good
Unlikely
Moderate
M
2
2059
10
2069
2069
2169
48
3322
DischargePoint -
Outfall w/
Headwall
Concrete Headwall -
Water Street
Par of
Retaining
Wall
Corrugated
Steel
1200
1968
100
46
54
$30,000
5
7
7
1200mm outlet csp, below stone ret/wall,
not sure of length and condition.
Good
Unlikely
Moderate
M
2
2058
10
2068
2068
2168
47
4246
DischargePoint -
Outfall w/
Headwall
Concrete Headwall -
Main Street South
Bridge
1969
100
47
53
$30,000
5
4
4
Outfall with headwall. Half full of material
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4424
4506
DischargePoint -
Outfall w/
Headwall
STORM WATER
HEADWALL - New
Treatment Plant
Concrete
Concrete
450
2014
100
92
8
$25,000
9
6
6
Concrete Headwall. Rip rap causing minor
obstruction at outlet. Good condition
otherwise. Could be 400 mm dia. Cannot get
accurate measurement.
Good
Unlikely
Moderate
M
2
2104
10
2114
2114
2214
93
5592
DischargePoint -
Outfall w/
Headwall
Thomasfield Outfall
- William St.
2019
100
97
3
$20,000
10
10
10
Very Good
Rare
Moderate
L
1
2109
10
2119
2119
2219
98
7466
DischargePoint -
Outfall w/
Headwall
Storm Water Pond -
Mayberry Hill Ph. 2 -
Headwall (HW.1)
2015
100
93
7
$10,000
9
10
10
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7475
DischargePoint -
Outfall w/
Headwall
Storm Water Pond -
Mayberry Hill Ph. 2 -
Headwall (HW.141)
2015
100
93
7
$10,000
9
10
10
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7486
DischargePoint -
Outfall w/
Headwall
Storm Water Pond -
Mayberry Hill Ph. 2 -
Headwall (HW.100)
2015
100
93
7
$30,000
9
10
10
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7414
DischargePoint -
Outfall w/
Headwall
Storm Water Pond -
Mayberry Hill Ph. 2 -
Headwall (HW.121)
2015
100
93
7
$25,000
9
10
10
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7715
8655
DischargePoint -
Outfall w/
Headwall
Ritchie Drive Storm
Water Headwall
21 Ritchie
Dr
Concrete
PVC
2015
100
93
7
$30,000
9
10
10
Concrete structure pvc pipe inside
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
Oil/Grit
Separator
Oil/Grit Separator -
Melody Lane
2011
100
89
11
$75,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
2111
2211
90
Oil/Grit
Separator
Oil/Grit Separator -
Monty Avenue
2011
100
89
11
$50,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
2111
2211
90
4501
DischargePoint -
Outfall w/
Headwall
Concrete Headwall -
Water Street
1-11 Water
St.
Concrete
Concrete
1200
2013
100
91
9
$50,000
9
7
7
Concrete head wall outfall, 1200mm
concrete pipe inside, good condition.
Good
Unlikely
Moderate
M
2
2103
11
2114
2114
2215
93
4502
DischargePoint -
Outfall w/
Headwall
Concrete Headwall
to Storm Pond -
Taylor Drive
53 Taylor
Dr.
Concrete
Concrete
1200
2013
100
91
9
$45,000
9
10
10
Out fall, 1200mm concrete pipe to south, 100
inlet hole north.
Very Good
Rare
Moderate
L
1
2103
12
2115
2115
2217
94
4503
DischargePoint -
Outfall w/
Headwall
Concrete Headwall
to Storm Pond -
Taylor Drive
71 Taylor
Dr.
Concrete
Concrete
1350
2013
100
91
9
$50,000
9
10
10
Concrete head wall, 1350 concrete pipe out
falling to storm pond.
Very Good
Rare
Moderate
L
1
2103
13
2116
2116
2219
95
4504
DischargePoint -
Outfall w/
Headwall
Concrete Headwall -
Water Street
173195-
173199
Water St.
Concrete
Concrete
800
2013
100
91
9
$25,000
9
10
10
Very Good
Rare
Moderate
L
1
2103
14
2117
2117
2221
96
4507
DischargePoint -
Outfall w/
Headwall
Concrete Headwall -
Mill Street
33 Mill St.
Concrete
Concrete
900
1969
100
47
53
$25,000
5
4
4
Can't see culvert size or shape , has gate on
it, also has 150 concrete headwall around it
outfall.
Average
Possible
Moderate
M
2
2059
15
2074
2074
2179
53
5245
DischargePoint -
Outfall w/
Headwall
Concrete Headwall -
Mount Haven Cres.
24 Mount
Haven
Cres.
Concrete
PVC
600
1995
100
73
27
$25,000
7
7
7
600mm PVC, 300mm concrete
headwall.good shape.
Good
Unlikely
Moderate
M
2
2085
16
2101
2101
2207
80
5246
DischargePoint -
Outfall w/
Headwall
Concrete Headwall -
Mount Haven Cres.
24 Mount
Haven
Cres.
Concrete
PVC
900
1995
100
73
27
$30,000
7
7
7
900 PVC, 300mm concrete headwall.
Outfall.
Good
Unlikely
Moderate
M
2
2085
17
2102
2102
2209
81
8653
DischargePoint -
Outfall w/
Headwall
Storm Water Pond
WWTP Outfall
Wastewater
Treatement
Plant Storm
Pond
Stone
PVC
300
2011
100
89
11
$15,000
9
10
10
Very Good
Rare
Moderate
L
1
2101
18
2119
2119
2227
98
Storm/Sanitary - Discharge Point Inventory
Current Levels of Service
Replacement/Improvement Year Based on Current Levels Service
Roads - Culvert Inventory
Fixed
Asset #
Project
ID
Type / Subtype
Asset Name / Description
Latitude
Longitude
utm_coordinates_wgs84
Street Name / Address
From
To
Shape
Height
(mm)
Width
(mm)
Length
(m)
Material
Install
Year
Useful
Life
Remaining
Useful Life
Age
Replacement
Cost
Condition
Based On
Useful Life
Condition
from Town
Condition
Used for
Analysis
Field Inspection Note
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence
of Failure
Risk of
Failure
Numerical
Value of Risk
of Failure
54
32
22
$1,225,917
7
1
770
770
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
44.02848395
-80.37076231
17-550424m.E
4875228m.N
Sideroad 27-28
Concession 12-13
Highway 89
Circular
600
600
15.5
Corrugated Steel
1994
50
22
28
$2,640
4
6
6
Good condition. Half full of water..
Average
Possible
Minor
M
2
775
775
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
44.01826358
-80.39123256
17-548792m.E
4874080m.N
75420-75668 Sideroad 24-25 Grand Valley Dufferin County
ON L9W 3W5 CA
Circular
2000
2000
12
Corrugated Steel
1994
50
22
28
$6,500
4
9
9
Good condition. Lougheed Drain crossing.
Very Good
Rare
Minor
L
1
776
776
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
44.00911476
-80.3890811
17-548972m.E
4873066m.N
75371-75419 Sideroad 24-25 Grand Valley Dufferin County
ON L9W 0H3 CA
Rectangular
2.5
2000
7.5
Pre-Cast Concrete
1994
100
72
28
$6,500
7
6
6
3m wide 2 m high to soffit.
Average
Possible
Minor
M
2
787
787
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
43.90142844
-80.30412103
17-555884m.E
4861159m.N
242460 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W
5L2 CA
Circular
450
450
17
Corrugated Steel
1994
50
22
28
$1,500
4
5
5
Good condition.
Average
Possible
Minor
M
2
793
8642
Crossroad Culvert
Open Ditch Culvert - East Luther-Grand Valley -
Wellington Townline
8464-8578 E West Luther Tline Wellington North Wellington
County ON N0G 1A0 CA
Trailway
Circular
400
400
11.5
Corrugated Steel
1994
50
22
28
$1,500
4
3
3
Both ends full of mud, csp buried can't tell condition.
Poor
Likely
Minor
M
2
795
795
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
43.88051285
-80.40416599
17-547866m.E
4858773m.N
241002-241010 Conc. Rd. 2-3 Grand Valley Dufferin County
ON L9W 0R7 CA
Circular
400
400
69
Corrugated Steel
1994
50
22
28
$57,000
4
7
7
CSP.
Good
Unlikely
Minor
L
1
796
796
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
43.88059773
-80.40420291
17-547863m.E
4858783m.N
8581-8593 East Luther-Wellington North Townline Wellington
North Wellington County ON N0G 1A0 CA
Circular
600
600
70.7
Corrugated Steel
1994
50
22
28
$32,000
4
7
7
Piped west outlet long beyond the residential home.
Good
Unlikely
Minor
L
1
797
797
Crossroad Culvert
Open Ditch Culvert - East Luther-Grand Valley -
Wellington Townline
43.88147196
-80.40441454
17-547846m.E
4858879m.N
8581-8593 East Luther-Wellington North Townline Wellington
North Wellington County ON N0G 1A0 CA
Circular
1000
1000
12
Corrugated Steel
1994
50
22
28
$6,500
4
10
10
New culvert.
Very Good
Rare
Minor
L
1
803
803
Crossroad Culvert
Open Ditch Culvert - East Luther-Grand Valley -
Wellington Townline
44.02589031
-80.43840439
17-545006m.E
4874901m.N
East Luther-Wellington North Townline Grand Valley Dufferin
County ON CA
Circular
650
650
17
Corrugated Steel
1994
50
22
28
$3,160
4
8
8
Good shape.
Good
Unlikely
Minor
L
1
831
831
Crossroad Culvert
Open Ditch Culvert - Amaranth - East Luther-
Grand Valley Townline
43.88449598
-80.29773312
17-556413m.E
4859283m.N
193091-193147 Amaranth-East Luther Townline Amaranth
Dufferin County ON L9W 0M3 CA
Circular
500
500
12.5
Corrugated Steel
1994
50
22
28
$1,500
4
4
4
Both ends half full of dirt, hard to get size and condition.
Poor
Likely
Minor
M
2
832
832
Crossroad Culvert
Open Ditch Culvert - Amaranth - East Luther-
Grand Valley Townline
43.93219976
-80.30876284
17-555483m.E
4864574m.N
194001-194011 Amaranth-East Luther Townline Amaranth
Dufferin County ON L9W 0L8 CA
Circular
400
400
21
Corrugated Steel
1994
50
22
28
$4,180
4
7
7
East , wee bit of muck , ok, west end good.
Good
Unlikely
Minor
L
1
835
835
Crossroad Culvert
Open Ditch Culvert - Amaranth - East Luther-
Grand Valley Townline
43.94632094
-80.31212071
17-555200m.E
4866140m.N
194147 Amaranth-East Luther Townline Grand Valley Dufferin
County ON L0N 1G0 CA
Rectangular
2
4000
8
Pre-Cast Concrete
1994
100
72
28
$6,500
7
7
Not a culvert, bridge, in great shape.
Good
Unlikely
Minor
L
1
842
842
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
43.89421891
-80.38401583
17-549474m.E
4860307m.N
33409-33519 Sideroad 21-22 Grand Valley Dufferin County
ON L9W 0G1 CA
Circular
2000
2000
14
Corrugated Steel
1994
50
22
28
$6,500
4
8
8
No. 2 Ext. Drain.
Good
Unlikely
Minor
L
1
843
843
Crossroad Culvert
Open Ditch Culvert - East Luther-Grand Valley -
Wellington Townline
43.85616228
-80.39868776
17-548326m.E
4856072m.N
8380-8382 East Luther-Wellington North Townline Wellington
North Wellington County ON N0G 1A0 CA
Circular
750
750
17
Corrugated Steel
1994
50
22
28
$6,500
4
5
5
East end banged up. west side good.
Average
Possible
Minor
M
2
844
844
Crossroad Culvert
Open Ditch Culvert - East Luther-Grand Valley -
Wellington Townline
43.8561494
-80.39867582
17-548327m.E
4856070m.N
8381-8383 East Luther-Wellington North Townline Grand
Valley Dufferin County ON N0G 1A0 CA
Arch
750
1250
18.5
Corrugated Steel
1994
50
22
28
$6,500
4
5
5
750/1250, half filled up with water, no flow.east end banged up a bit, west side up as well.
Average
Possible
Minor
M
2
850
850
Crossroad Culvert
Open Ditch Culvert - East Luther-Grand Valley -
Wellington Townline
43.86560305
-80.40082038
17-548147m.E
4857119m.N
8451-8463 East Luther-Wellington North Townline Grand
Valley Dufferin County ON N0G 1A0 CA
Circular
1200
1200
15
Corrugated Steel
1994
50
22
28
$6,500
4
6
6
East end plugged up with dirt, west half full of water , needs a bit of cleaning.
Average
Possible
Minor
M
2
858
858
Crossroad Culvert
Open Ditch Culvert - Amaranth - East Luther
Grand Valley Townline
44.04962944
-80.33665838
17-553139m.E
4877598m.N
195715-195729 Amaranth-East Luther Townline Grand
Valley Dufferin County ON L9V 2K8 CA
Highway 89
Circular
500
500
14
Corrugated Steel
1994
50
22
28
$6,500
4
3
3
Pipe is exposed east side, 3/4 buried, can't really get a size, can't find west end, totally buried, just
guessed length of culvert.
Poor
Likely
Minor
M
2
863
863
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
43.89450927
-80.33760924
17-553201m.E
4860368m.N
113280-113328 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0K4 CA
Circular
1000
1000
17.5
Corrugated Steel
1994
50
22
28
$6,500
4
6
6
Rotted in some spots.
Average
Possible
Minor
M
2
867
867
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.90646914
-80.34041176
17-552965m.E
4861695m.N
113363-113419 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0K4 CA
Circular
2000
2000
18.3
Corrugated Steel
1994
50
22
28
$6,500
4
8
8
Minor damage to east end.
Good
Unlikely
Minor
L
1
871
871
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.92773104
-80.34548903
17-552539m.E
4864053m.N
114000-114124 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0V9 CA
Circular
750
750
18.5
Corrugated Steel
1994
50
22
28
$1,500
4
7
7
Good
Unlikely
Minor
L
1
873
873
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.9349175
-80.34715857
17-552398m.E
4864850m.N
114178-114246 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0K5 CA
Circular
2000
2000
15
Corrugated Steel
2007
50
35
15
$6,500
7
8
8
One of two. Most water goes through other culvert.
Good
Unlikely
Minor
L
1
880
880
Crossroad Culvert
Open Ditch Culvert - Concession Road 27-28
43.97703573
-80.35781917
17-551506m.E
4869522m.N
114747-114843 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0L3 CA
Circular
2000
2000
12
Corrugated Steel
1994
100
72
28
$6,500
7
8
8
Good condition. 1/3 full of water.
Good
Unlikely
Minor
L
1
888
888
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.99279031
-80.3624332
17-551123m.E
4871269m.N
115156-115168 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0L4 CA
Circular
1000
1000
15.4
Corrugated Steel
1994
50
22
28
$6,500
4
7
7
1/4 full of leaves/mud.
Good
Unlikely
Minor
L
1
891
891
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.99726948
-80.3635068
17-551033m.E
4871765m.N
115170-115216 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0L4 CA
Circular
2000
2000
15.2
Corrugated Steel
1994
50
22
28
$6,500
4
8
8
Good condition.
Good
Unlikely
Minor
L
1
901
901
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
43.89671378
-80.32652235
17-554089m.E
4860620m.N
242193-242197 Conc. Rd. 2-3 Grand Valley Dufferin County
ON L9W 7P2 CA
Circular
750
750
16
Corrugated Steel
1994
50
22
28
$1,500
4
6
6
Mud in north end, 200mm dirt in the south invert.
Average
Possible
Minor
M
2
928
928
Crossroad Culvert
Open Ditch Culvert - Concession Road 6-7
43.94450857
-80.34200361
17-552804m.E
4865919m.N
322226-322258 Conc. Rd. 6-7 Grand Valley Dufferin County
ON L9W 0X3 CA
Circular
450
450
15
Corrugated Steel
1994
50
22
28
$3,300
4
4
4
South end 3/4 plugged.north end has been dinged.
Poor
Likely
Minor
M
2
930
930
Crossroad Culvert
Open Ditch Culvert - Concession Road 6-7
43.94512785
-80.33897197
17-553046m.E
4865990m.N
322260-322282 Conc. Rd. 6-7 Grand Valley Dufferin County
ON L9W 0X3 CA
Circular
450
450
18
Corrugated Steel
1994
50
22
28
$1,500
4
5
5
Half plugged up on south end, North ok , has ding on top.
Average
Possible
Minor
M
2
932
932
Crossroad Culvert
Open Ditch Culvert - Concession Road 6-7
43.94746684
-80.32630912
17-554060m.E
4866258m.N
322348-322358 Conc. Rd. 6-7 Grand Valley Dufferin County
ON L9W 0X3 CA
Circular
600
600
20
Corrugated Steel
1994
50
22
28
$6,500
4
5
5
North end plugged.
Average
Possible
Minor
M
2
933
8629
Crossroad Culvert
Open Ditch Culvert - Concession Road 6-7
43.94866602
-80.32531334
17-554139m.E
4866391m.N
322377-322389 Conc. Rd. 6-7 Grand Valley Dufferin County
ON L9W 0L8 CA
Circular
900
900
21.5
Corrugated Steel
1994
50
22
28
$6,500
4
8
8
Good shape , can see a wee bit of bends on top of culvert under road, all and all good shape.
Good
Unlikely
Minor
L
1
940
940
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
43.89442725
-80.33742694
17-553216m.E
4860359m.N
242181-242185 Conc. Rd. 2-3 Grand Valley Dufferin County
ON L9W 0S1 CA
Circular
1000
1000
19.6
Corrugated Steel
1994
50
22
28
$6,500
4
10
10
New culvert.
Very Good
Rare
Minor
L
1
941
941
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
43.89437354
-80.33768504
17-553195m.E
4860354m.N
241400-242178 Conc. Rd. 2-3 Grand Valley Dufferin County
ON L9W 0K4 CA
Circular
1000
1000
20
Corrugated Steel
1994
50
22
28
$6,500
4
10
10
New culvert.
Very Good
Rare
Minor
L
1
953
953
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
43.88969031
-80.36008483
17-551400m.E
4859820m.N
241346-241358 Conc. Rd. 2-3 Grand Valley Dufferin County
ON L9W 0J1 CA
Circular
1000
1000
20
Corrugated Steel
1994
50
22
28
$26,500
4
10
10
New Culvert.
Very Good
Rare
Minor
L
1
954
954
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
43.888945
-80.36368577
17-551111m.E
4859734m.N
241267-241345 Conc. Rd. 2-3 Grand Valley Dufferin County
ON L9W 0R8 CA
Circular
2000
2000
20
Corrugated Steel
1994
50
22
28
$6,500
4
9
9
Great shape.
Very Good
Rare
Minor
L
1
956
956
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
43.88544982
-80.38053285
17-549761m.E
4859335m.N
241181-241265 Conc. Rd. 2-3 Grand Valley Dufferin County
ON L9W 0R8 CA
Circular
800
800
20
Corrugated Steel
1994
50
22
28
$2,440
4
9
9
Great shape, new looking.
Very Good
Rare
Minor
L
1
957
957
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
43.8851117
-80.38217629
17-549629m.E
4859298m.N
241159-241179 Conc. Rd. 2-3 Grand Valley Dufferin County
ON L9W 0R7 CA
Circular
600
600
15.3
Corrugated Steel
1994
50
22
28
$2,600
4
7
7
1/4 full of mud. Could be 500mm dia difficult to measure.
Good
Unlikely
Minor
L
1
962
962
Crossroad Culvert
Open Ditch Culvert - Concession Road 8-9
43.96265508
-80.37667003
17-550006m.E
4867913m.N
362001-362005 Conc. Rd. 8-9 Grand Valley Dufferin County
ON L9W 0Y1 CA
Circular
1000
1000
18
Corrugated Steel
1994
50
22
28
$6,500
4
8
8
Good condition.
Good
Unlikely
Minor
L
1
968
968
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
43.94766168
-80.37327207
17-550292m.E
4866250m.N
74441 Sideroad 24-25 Grand Valley Dufferin County ON L9W
0J4 CA
Circular
2000
2000
18
Corrugated Steel
1994
50
22
28
$6,500
4
8
8
Good condition. Nelson Drain road crossing.
Good
Unlikely
Minor
L
1
971
971
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
43.93840924
-80.37110741
17-550473m.E
4865223m.N
321847-321999 Sideroad 24-25 Grand Valley Dufferin
County ON L9W 0W8 CA
Circular
2000
2000
16.5
Corrugated Steel
1994
50
22
28
$6,500
4
5
5
Half full of water.
Average
Possible
Minor
M
2
973
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
Sideroad 24-25
Circular
600
600
19
Corrugated Steel
1994
50
22
28
$3,800
4
4
Poor
Likely
Minor
M
2
976
976
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
43.87232
-80.35601425
17-551742m.E
4857892m.N
73080-73086 Sideroad 24-25 Grand Valley Dufferin County
ON L9W 0J1 CA
Circular
2000
2000
15.3
Corrugated Steel
1994
50
22
28
$6,500
4
7
7
No. 8 Drain crossing.
Good
Unlikely
Minor
L
1
983
8573
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
43.89259494
-80.36062247
17-551354m.E
4860141m.N
73280-73406 Sideroad 24-25 Grand Valley Dufferin County
ON L9W 0J2 CA
Circular
2000
2000
15
Pre-Cast Concrete
1994
100
72
28
$6,500
7
7
Brand new. 18 long and 3700 wide.
Good
Unlikely
Minor
L
1
989
8636
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
43.90376151
-80.36318253
17-551139m.E
4861380m.N
73524-73992 Sideroad 24-25 Grand Valley Dufferin County
ON L9W 0J2 CA
Circular
2000
2000
18
Corrugated Steel
1994
50
22
28
$6,500
4
7
7
Good shape, good flow.
Good
Unlikely
Minor
L
1
994
994
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
43.91867844
-80.3666233
17-550850m.E
4863035m.N
74023-74125 Sideroad 24-25 Grand Valley Dufferin County
ON L9W 0J3 CA
Circular
1000
1000
12
Corrugated Steel
1994
50
22
28
$6,500
4
8
8
New culvert, east end perfect.west end a bit of dirt and top has been hit.
Good
Unlikely
Minor
L
1
997
997
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
43.92411564
-80.36783971
17-550748m.E
4863638m.N
74022-74124 Sideroad 24-25 Grand Valley Dufferin County
ON L9W 0J3 CA
Circular
2000
2000
18.4
Corrugated Steel
1994
50
22
28
$6,500
4
8
8
Good shape, not much flow.
Good
Unlikely
Minor
L
1
1002
1002
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
43.93378789
-80.39295752
17-548723m.E
4864697m.N
Sideroad 21-22 Grand Valley Dufferin County ON CA
Arch
1700
950
15.2
Corrugated Steel
1994
50
22
28
$3,020
4
7
7
950 h/1700 w.
Good
Unlikely
Minor
L
1
1011
1011
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
43.98027101
-80.40501331
17-547718m.E
4869853m.N
Sideroad 21-22 Grand Valley Dufferin County ON CA
Circular
2000
2000
10.5
Pre-Cast Concrete
1994
100
72
28
$6,500
7
8
8
Good condition (possible drain crossing).
Good
Unlikely
Minor
L
1
1014
1014
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
43.98184081
-80.40554796
17-547674m.E
4870027m.N
401156-401178 County Rd. 15 Grand Valley Dufferin County
ON L9W 0Y9 CA
Circular
600
600
13.7
Corrugated Steel
1994
50
22
28
$2,460
4
2
2
Buried on east end of culvert. Half full of mud and water east side.
Very Poor
Almost Certain
Minor
H
3
1019
1019
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
44.00525212
-80.41057535
17-547252m.E
4872624m.N
35315 Sideroad 21-22 Grand Valley Dufferin County ON L9W
0H3 CA
Circular
2000
2000
16.5
Corrugated Steel
1994
50
22
28
$6,500
4
7
7
Slight collapse SE side (minor).
Good
Unlikely
Minor
L
1
1027
1027
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
44.0304949
-80.41624795
17-546778m.E
4875424m.N
35696-35698 Sideroad 21-22 Grand Valley Dufferin County
ON L9W 3W3 CA
Circular
1000
1000
18
Corrugated Steel
1994
50
22
28
$6,500
4
7
7
Culvert in good shape (minor damage on west end of culvert).
Good
Unlikely
Minor
L
1
1028
1028
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
43.86083724
-80.37648313
17-550107m.E
4856604m.N
33001-33015 Sideroad 21-22 Grand Valley Dufferin County
ON L9W 7M6 CA
Circular
600
600
18
Corrugated Steel
1994
50
22
28
$3,280
4
2
2
4/5 buried in mud. Cannot accurately measure pipe dia.
Very Poor
Almost Certain
Minor
H
3
1030
1030
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
43.869032
-80.37832856
17-549952m.E
4857513m.N
33083-33103 Sideroad 21-22 Grand Valley Dufferin County
ON L9W 0E9 CA
Circular
600
600
14.2
Corrugated Steel
1994
50
22
28
$2,640
4
4
4
Has cables through the culvert. Small sink hole above the opening on the shoulder of the road.
Poor
Likely
Minor
M
2
1035
1035
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
43.87689571
-80.38011095
17-549802m.E
4858387m.N
Sideroad 21-22
Rectangular
2
2000
7.4
Pre-Cast Concrete
1994
100
72
28
$6,500
7
8
8
Good
Unlikely
Minor
L
1
1050
1050
Crossroad Culvert
Open Ditch Culvert - Concession Road 4-5
43.9133297
-80.3683664
17-550715m.E
4862439m.N
Conc. Rd. 4-5 Grand Valley Dufferin County ON CA
Circular
600
600
11
Corrugated Steel
1994
50
22
28
$1,200
4
7
7
South end clogged up the dirt and twigs.
Good
Unlikely
Minor
L
1
1068
1068
Crossroad Culvert
Open Ditch Culvert - Concession Road 4-5
43.91736469
-80.34909305
17-552258m.E
4862900m.N
282073-282105 Conc. Rd. 4-5 Grand Valley Dufferin County
ON L9W 0V9 CA
Circular
1000
1000
13.5
Corrugated Steel
1994
50
22
28
$6,500
4
7
7
Good shape.
Good
Unlikely
Minor
L
1
1071
1071
Crossroad Culvert
Open Ditch Culvert - Concession Road 4-5
43.91847804
-80.34336661
17-552717m.E
4863027m.N
282060 Conc. Rd. 4-5 Grand Valley Dufferin County ON L9W
0K4 CA
Circular
600
600
15.4
Corrugated Steel
1994
50
22
28
$3,000
4
7
7
North end 1/4 full of mud.
Good
Unlikely
Minor
L
1
1074
1074
Crossroad Culvert
Open Ditch Culvert - Concession Road 4-5
43.92014397
-80.33604725
17-553303m.E
4863217m.N
282266-282294 Conc. Rd. 4-5 Grand Valley Dufferin County
ON L9W 0W4 CA
Circular
600
600
19
Corrugated Steel
1994
50
22
28
$3,400
4
3
3
South end looks ok, north end buried, couldn't locate.not sure of condition.
Poor
Likely
Minor
M
2
1078
1078
Crossroad Culvert
Open Ditch Culvert - Concession Road 4-5
43.92066679
-80.33359502
17-553500m.E
4863276m.N
282297-282305 Conc. Rd. 4-5 Grand Valley Dufferin County
ON L9W 0W4 CA
Circular
600
600
15
Corrugated Steel
1994
50
22
28
$2,820
4
4
4
Top of both ends have been smashed down.
Poor
Likely
Minor
M
2
1082
1082
Crossroad Culvert
Open Ditch Culvert - Concession Road 6-7
43.95035923
-80.31321706
17-555108m.E
4866587m.N
194188 Conc. Rd. 6-7 Grand Valley Dufferin County ON L9W
0N6 CA
Circular
600
600
24
Corrugated Steel
1994
50
22
28
$2,360
4
10
10
Brand new.
Very Good
Rare
Minor
L
1
1088
1088
Crossroad Culvert
Open Ditch Culvert - Concession Road 10-11
43.99595771
-80.33976371
17-552937m.E
4871636m.N
Conc. Rd. 10-11
Circular
600
600
12
Corrugated Steel
1994
50
22
28
$2,460
4
8
8
Good condition. South end covered by vegetation
Good
Unlikely
Minor
L
1
1089
1089
Crossroad Culvert
Open Ditch Culvert - Deaken Drive
43.99075202
-80.36453388
17-550956m.E
4871041m.N
19 Deaken Dr. Grand Valley Dufferin County ON L9W 0Z8
CA
Circular
600
600
15.4
Corrugated Steel
1994
50
22
28
$3,380
4
7
7
1/4 full of mud.
Good
Unlikely
Minor
L
1
1106
1106
Crossroad Culvert
Open Ditch Culvert - Concession Road 8-9
43.97195686
-80.3325725
17-553536m.E
4868974m.N
362361-362375 Conc. Rd. 8-9 Grand Valley Dufferin County
ON L9W 0Y5 CA
Circular
600
600
15.4
Corrugated Steel
1994
50
22
28
$2,960
4
3
3
North end is damaged, south end ok.
Poor
Likely
Minor
M
2
1107
1107
Crossroad Culvert
Open Ditch Culvert - Concession Road 8-9
43.97190219
-80.33284177
17-553514m.E
4868967m.N
362353-362359 Conc. Rd. 8-9 Grand Valley Dufferin County
ON L9W 0Y3 CA
Circular
600
600
18.3
Corrugated Steel
1994
50
22
28
$3,600
4
6
6
Good shape, a little mud north end.
Average
Possible
Minor
M
2
1142
1142
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
44.00632039
-80.41098282
17-547219m.E
4872742m.N
441149-441179 Conc. Rd. 12-13 Grand Valley Dufferin
County ON L9W 0H5 CA
Circular
600
600
14
HDPE
2020
100
98
2
$4,500
10
10
10
New culvert - good condition.
Very Good
Rare
Minor
L
1
Fixed
Asset #
Project
ID
Type / Subtype
Asset Name / Description
Latitude
Longitude
utm_coordinates_wgs84
Street Name / Address
From
To
Shape
Height
(mm)
Width
(mm)
Length
(m)
Material
Install
Year
Useful
Life
Remaining
Useful Life
Age
Replacement
Cost
Condition
Based On
Useful Life
Condition
from Town
Condition
Used for
Analysis
Field Inspection Note
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence
of Failure
Risk of
Failure
Numerical
Value of Risk
of Failure
54
32
22
$1,225,917
7
1
1144
1144
Crossroad Culvert
Open Ditch Culvert - Concession Road 12-13
44.00937608
-80.39670193
17-548361m.E
4873090m.N
441181-441359 Conc. Rd. 12-13 Grand Valley Dufferin
County ON L9W 0H5 CA
Arch
2200
1700
15
Corrugated Steel
1994
50
22
28
$6,500
4
7
7
2200mm 1700 h (good condition) possible drain crossing.
Good
Unlikely
Minor
L
1
1146
1146
Crossroad Culvert
Open Ditch Culvert - Concession Road 12-13
44.01213136
-80.38347978
17-549419m.E
4873404m.N
Conc. Rd. 12-13 Grand Valley Dufferin County ON CA
Arch
1500
900
8.7
Corrugated Steel
1994
50
22
28
$6,500
4
8
8
Good condition (no flow) 1500 900 h.
Good
Unlikely
Minor
L
1
1151
1151
Crossroad Culvert
Open Ditch Culvert - Concession Road 12-13
44.02021031
-80.34581285
17-552431m.E
4874325m.N
442353-442359 Conc. Rd. 12-13 Grand Valley Dufferin
County ON L9W 0M2 CA
Circular
600
600
18
Corrugated Steel
1994
50
22
28
$6,500
4
6
6
Not bad, south end has a wee bit of muck, Hey mark.
Average
Possible
Minor
M
2
1153
1153
Crossroad Culvert
Open Ditch Culvert - Concession Road 12-13
44.02214649
-80.33693616
17-553141m.E
4874545m.N
442375-442479 Conc. Rd. 12-13 Grand Valley Dufferin
County ON L9V 2K8 CA
Arch
1650
1200
15.5
Corrugated Steel
1994
50
22
28
$6,500
4
7
7
1200mm h/ 1650 w, pretty good shape. No water flow. Half filled with water.
Good
Unlikely
Minor
L
1
1154
1154
Crossroad Culvert
Open Ditch Culvert - Concession Road 12-13
44.02353292
-80.33046497
17-553658m.E
4874703m.N
442374-442478 Conc. Rd. 12-13 Grand Valley Dufferin
County ON L9V 2K8 CA
Circular
1000
1000
12
Corrugated Steel
1994
50
22
28
$6,500
4
7
7
Road cross culvert, good shape, North end, top of pipe, has a ding but over all condition good.
Good
Unlikely
Minor
L
1
1155
1155
Crossroad Culvert
Open Ditch Culvert - Main Street
43.89594391
-80.31527431
17-554993m.E
4860542m.N
2-18 Water St. Grand Valley Dufferin County ON L9W 5Y5
CA
Circular
900
900
13.4
Corrugated Steel
1994
50
22
28
$1,500
4
5
5
Concrete outlet head wall, 900 csp, half filled with dirt.
Average
Possible
Minor
M
2
1156
1156
Crossroad Culvert
Open Ditch Culvert - Water Street
43.89306674
-80.31548222
17-554979m.E
4860223m.N
118 Water St. Grand Valley Dufferin County ON L9W 5X5 CA
Circular
1300
1300
15.4
Corrugated Steel
1994
50
22
28
$1,500
4
5
5
CSP heads east to river and turn S/E to a 1200mm CSP outlet.
Average
Possible
Minor
M
2
1157
Crossroad Culvert
Open Ditch Culvert - Melody Lane
Melody Lane
Water Street
Circular
450
450
16.3
Corrugated Steel
1994
50
22
28
$1,500
4
4
Poor
Likely
Minor
M
2
1164
8608
Crossroad Culvert
Open Ditch Culvert - Watson Road
43.88787175
-80.31198336
17-555265m.E
4859648m.N
10 Watson Rd. Grand Valley Dufferin County ON L9W 6N9
CA
Circular
600
600
42.5
Corrugated Steel
1994
50
22
28
$7,000
4
7
7
Driveway culvert into firehouse, half filled up with dirt.
Good
Unlikely
Minor
L
1
1169
1169
Crossroad Culvert
Open Ditch Culvert - Emma Street
43.89608147
-80.31639394
17-554903m.E
4860558m.N
71 Emma St. Grand Valley Dufferin County ON L9W 6P8 CA
Circular
600
600
13
Corrugated Steel
1994
50
22
28
$2,320
4
6
6
Due to construction culvert locates and functional. Not certain on diameter.
Average
Possible
Minor
M
2
1175
1175
Crossroad Culvert
Open Ditch Culvert - Emma Street
43.8945017
-80.31604038
17-554933m.E
4860382m.N
62 Emma St. Grand Valley Dufferin County ON L9W 5X5 CA
Circular
450
450
23.5
Corrugated Steel
1994
50
22
28
$1,500
4
3
3
Found S/E end N/W buried, couldn't locate.
Poor
Likely
Minor
M
2
1182
1182
Crossroad Culvert
Open Ditch Culvert - Emma Street
43.89330318
-80.31557597
17-554972m.E
4860249m.N
151-199 Emma St. Grand Valley Dufferin County ON L9W
5P9 CA
Circular
600
600
18.5
Corrugated Steel
1994
50
22
28
$1,500
4
5
5
South end the top has some damage.
Average
Possible
Minor
M
2
1183
1183
Crossroad Culvert
Open Ditch Culvert - William Street
43.89571747
-80.31621287
17-554918m.E
4860518m.N
4-6 William St. Grand Valley Dufferin County ON L9W 5Y5
CA
Circular
600
600
11.4
Corrugated Steel
1994
50
22
28
$4,600
4
4
Under construction. Appears existing is a 450 mm pvc in a catch basin with a cb on south side of William
street. May change due to construction.
Poor
Likely
Minor
M
2
1189
1189
Crossroad Culvert
Open Ditch Culvert - Amaranth - East Luther-
Grand Valley Townline
43.91753226
-80.30531661
17-555773m.E
4862947m.N
193429-193457 Amaranth-East Luther Townline Grand
Valley Dufferin County ON L9W 0N5 CA
Circular
600
600
15
Corrugated Steel
1994
50
22
28
$2,680
4
5
5
East end, top pushed down a bit, west side ok.
Average
Possible
Minor
M
2
1190
1190
Crossroad Culvert
Open Ditch Culvert - Amaranth - East Luther-
Grand Valley Townline
43.94076473
-80.31081672
17-555310m.E
4865523m.N
194062-194186 Amaranth-East Luther Townline Grand
Valley Dufferin County ON L0N 1G0 CA
Circular
600
600
15.5
Corrugated Steel
1994
50
22
28
$2,980
4
6
6
Pretty good.
Average
Possible
Minor
M
2
1191
8621
Crossroad Culvert
Open Ditch Culvert - Amaranth - East Luther-
Grand Valley Townline
43.97315363
-80.32688117
17-553991m.E
4869110m.N
194243 Amaranth-East Luther Townline Grand Valley Dufferin
County ON L9W 0E4 CA
Circular
400
400
10.2
Corrugated Steel
1994
50
22
28
$2,120
4
5
5
East side plugged, beaver, can't see end, west side is exposed but it has been crushed down abit.
Average
Possible
Minor
M
2
1192
1192
Crossroad Culvert
Open Ditch Culvert - Concession Road 8-9
43.96968309
-80.34346724
17-552664m.E
4868714m.N
362405-362439 Conc. Rd. 8-9 Grand Valley Dufferin County
ON L9W 0Y5 CA
Circular
400
400
11
Corrugated Steel
1994
50
22
28
$25,000
4
7
7
Good shape.
Good
Unlikely
Minor
L
1
1193
1193
Crossroad Culvert
Open Ditch Culvert - Concession Road 8-9
362275-362299 Conc. Rd. 8-9 Grand Valley Dufferin County
ON L9W 0Y3 CA
Circular
600
600
15.2
Corrugated Steel
1994
50
22
28
$2,060
4
8
8
Good shape.
Good
Unlikely
Minor
L
1
1194
1194
Crossroad Culvert
Open Ditch Culvert - Concession Road 8-9
43.96767782
-80.35422363
17-551803m.E
4868484m.N
362200-362224 Conc. Rd. 8-9 Grand Valley Dufferin County
ON L9W 0Y3 CA
Circular
750
750
17.5
Corrugated Steel
1994
50
22
28
$6,500
4
5
5
Good on north end, plugged up on south end, south end a bit rough.
Average
Possible
Minor
M
2
1195
1195
Crossroad Culvert
Open Ditch Culvert - Concession Road 8-9
43.96193029
-80.37955168
17-549776m.E
4867831m.N
Conc. Rd. 8-9 Grand Valley Dufferin County ON CA
Arch
650
1000
9.5
Corrugated Steel
1994
50
22
28
$6,500
4
5
5
650 h/1.050 , not too bad, south end buried/north en ok.
Average
Possible
Minor
M
2
1196
1196
Crossroad Culvert
Open Ditch Culvert - Concession Road 8-9
43.9597937
-80.38953406
17-548977m.E
4867588m.N
Conc. Rd. 8-9 Grand Valley Dufferin County ON CA
Circular
600
600
9
Corrugated Steel
1994
50
22
28
$1,640
4
4
4
Unknown diameter. Completely buried-no flow. Cannot see steel - unknown actual steel condition.
Poor
Likely
Minor
M
2
1197
1179
Crossroad Culvert
Open Ditch Culvert - Concession Road 8-9
Conc. Rd. 8-9 Grand Valley Dufferin County ON CA
Circular
450
450
9
Corrugated Steel
1994
50
22
28
$6,500
4
2
2
South end poor, half filled in, North side ok.
Very Poor
Almost Certain
Minor
H
3
1198
1198
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
43.95159784
-80.39699941
17-548384m.E
4866673m.N
34351-34399 Sideroad 21-22 Grand Valley Dufferin County
ON L9W 0G2 CA
Circular
600
600
13.7
Corrugated Steel
1994
50
22
28
$2,380
4
7
7
Minor cosmetic on east end of culvert (could be too high).
Good
Unlikely
Minor
L
1
1199
1199
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
43.94942249
-80.39652168
17-548425m.E
4866431m.N
34351-34399 Sideroad 21-22 Grand Valley Dufferin County
ON L9W 0G2 CA
Circular
600
600
12
Corrugated Steel
1994
50
22
28
$2,280
4
10
10
New culvert.
Very Good
Rare
Minor
L
1
1200
1200
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
43.94535961
-80.39561355
17-548501m.E
4865981m.N
34335-34349 Sideroad 21-22 Grand Valley Dufferin County
ON L9W 0G2 CA
Circular
600
600
12
Corrugated Steel
1994
50
22
28
$1,940
4
8
8
Good condition.
Good
Unlikely
Minor
L
1
1201
1201
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
43.93691285
-80.39368859
17-548662m.E
4865043m.N
34301-34325 Sideroad 21-22 Grand Valley Dufferin County
ON L9W 0G2 CA
Circular
600
600
13.5
Corrugated Steel
1994
50
22
28
$2,380
4
9
9
Very Good
Rare
Minor
L
1
1202
1202
Crossroad Culvert
Open Ditch Culvert - Concession Road 6-7
43.9365175
-80.37961509
17-549792m.E
4865008m.N
321610-321828 Conc. Rd. 6-7 Grand Valley Dufferin County
ON L9W 0W8 CA
Circular
600
600
19
Corrugated Steel
1994
50
22
28
$2,080
4
4
Appeared to be a 150, not sure type, connected to other cb.
Poor
Likely
Minor
M
2
1203
1203
Crossroad Culvert
Open Ditch Culvert - Concession Road 6-7
43.94240207
-80.35206334
17-551998m.E
4865679m.N
322136-322178 Conc. Rd. 6-7 Grand Valley Dufferin County
ON L9W 0X1 CA
Circular
600
600
18
Corrugated Steel
1994
50
22
28
$2,480
4
10
10
New pipe.
Very Good
Rare
Minor
L
1
1204
1204
Crossroad Culvert
Open Ditch Culvert - Concession Road 4-5
43.91996047
-80.33693017
17-553233m.E
4863196m.N
282267-282295 Conc. Rd. 4-5 Grand Valley Dufferin County
ON L9W 0W4 CA
Circular
600
600
17.4
Corrugated Steel
1994
50
22
28
$3,180
4
6
6
Not to bad, little dirt in both ends.
Average
Possible
Minor
M
2
1205
1205
Crossroad Culvert
Open Ditch Culvert - Concession Road 4-5
43.9162112
-80.35449443
17-551826m.E
4862768m.N
282073-282105 Conc. Rd. 4-5 Grand Valley Dufferin County
ON L9W 0V9 CA
Circular
600
600
13.2
Corrugated Steel
1994
50
22
28
$2,500
4
4
4
South end bad, top crashed 1 metre north of end of pipe, north better, the top has been crushed in a bit.
Poor
Likely
Minor
M
2
1206
1206
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
43.88714766
-80.37237504
17-550415m.E
4859529m.N
241181-241265 Conc. Rd. 2-3 Grand Valley Dufferin County
ON L9W 0R8 CA
Circular
750
750
20
Corrugated Steel
1994
50
22
28
$3,080
4
8
8
Good shape.
Good
Unlikely
Minor
L
1
1207
1207
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
43.89634112
-80.32835832
17-553942m.E
4860578m.N
242193-242197 Conc. Rd. 2-3 Grand Valley Dufferin County
ON L9W 7P2 CA
Circular
600
600
19.6
HDPE
2020
100
98
2
$6,500
10
9
9
Great shape.
Very Good
Rare
Minor
L
1
1208
1208
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
43.89342103
-80.34219252
17-552834m.E
4860245m.N
241401-242179 Conc. Rd. 2-3 Grand Valley Dufferin County
ON L9W 0K4 CA
Circular
600
600
18
Corrugated Steel
1994
50
22
28
$25,000
4
8
8
Good condition.
Good
Unlikely
Minor
L
1
1209
1209
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
43.89016582
-80.35778641
17-551584m.E
4859873m.N
241361-241377 Conc. Rd. 2-3 Grand Valley Dufferin County
ON L9W 0R9 CA
Circular
600
600
18
Corrugated Steel
1994
50
22
28
$25,000
4
7
7
Good condition.300mm of south end damage.
Good
Unlikely
Minor
L
1
1210
1210
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
43.86632718
-80.35466035
17-551856m.E
4857227m.N
73013-73079 Sideroad 24-25 Grand Valley Dufferin County
ON L9W 0P7 CA
Circular
600
600
15.5
Corrugated Steel
1994
50
22
28
$2,720
4
7
7
Ends of culvert partially blocked by mud.
Good
Unlikely
Minor
L
1
1211
1211
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
43.87900943
-80.35752192
17-551615m.E
4858634m.N
73143-73179 Sideroad 24-25 Grand Valley Dufferin County
ON L9W 0J1 CA
Circular
600
600
14.6
Corrugated Steel
1994
50
22
28
$2,700
4
4
4
Steel ok. 1/2 full of mud.
Poor
Likely
Minor
M
2
1212
1212
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
43.93537134
-80.37040033
17-550533m.E
4864886m.N
74182-74278 Sideroad 24-25 Grand Valley Dufferin County
ON L9W 0J3 CA
Circular
600
600
15
Corrugated Steel
1994
50
22
28
$2,860
4
3
3
West is 1/4 plugged up.east is 3/4 plugged.
Poor
Likely
Minor
M
2
1213
1213
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
43.97733415
-80.38119222
17-549631m.E
4869540m.N
75094 Sideroad 24-25 Grand Valley Dufferin County ON L9W
0J5 CA
Circular
1000
1000
15
Corrugated Steel
1994
50
22
28
$6,500
4
7
7
Measured 14.8 for length (rounded up).
Good
Unlikely
Minor
L
1
1214
1214
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
43.99856982
-80.38666127
17-549175m.E
4871896m.N
75274-75322 Sideroad 24-25 Grand Valley Dufferin County
ON L9W 0K2 CA
Circular
600
600
12.5
Corrugated Steel
1994
50
22
28
$2,100
4
6
6
Decent condition , minor damage on either end (functions well).
Average
Possible
Minor
M
2
1215
1215
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
44.02738728
-80.41554376
17-546837m.E
4875080m.N
35600-35694 Sideroad 21-22 Grand Valley Dufferin County
ON L9W 0H5 CA
Circular
1000
1000
15
Corrugated Steel
1994
50
22
28
$6,500
4
10
10
New Culvert.
Very Good
Rare
Minor
L
1
1216
1216
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
44.02137215
-80.41420034
17-546949m.E
4874412m.N
35516-35598 Sideroad 21-22 Grand Valley Dufferin County
ON L9W 0H5 CA
Circular
1000
1000
11
Corrugated Steel
1994
50
22
28
$6,500
4
7
7
Minor damage on west end of culvert.
Good
Unlikely
Minor
L
1
1217
1217
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
44.01135429
-80.41194858
17-547137m.E
4873301m.N
35458-35514 Sideroad 21-22 Grand Valley Dufferin County
ON L9W 0H5 CA
Circular
1000
1000
10
Corrugated Steel
1994
50
22
28
$6,500
4
9
9
Good condition, Diameter could be 750 (more likely 800).
Very Good
Rare
Minor
L
1
1218
1218
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
43.99411961
-80.40824029
17-547449m.E
4871389m.N
35315 Sideroad 21-22 Grand Valley Dufferin County ON L9W
0H3 CA
Circular
600
600
19
HDPE
2021
100
99
1
$2,720
10
10
10
New install.
Very Good
Rare
Minor
L
1
1220
1220
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
44.02375078
-80.36971941
17-550512m.E
4874703m.N
Sideroad 27-28 Grand Valley Dufferin County ON CA
Circular
600
600
9
Corrugated Steel
1994
50
22
28
$23,000
4
9
9
Good shape (no sitting water).
Very Good
Rare
Minor
L
1
1221
1221
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.98704849
-80.3608239
17-551257m.E
4870632m.N
114932-115106 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0L3 CA
Arch
1250
800
15.7
Corrugated Steel
1994
50
22
28
$6,500
4
5
5
Culvert separated in middle (at coupler).
Average
Possible
Minor
M
2
1222
1222
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.98452313
-80.36006753
17-551319m.E
4870352m.N
114933-115107 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0L3 CA
Arch
1500
1000
16
Corrugated Steel
1994
50
22
28
$6,500
4
5
5
1/2 full of mud, Cannot measure height do to mud (see photo).
Average
Possible
Minor
M
2
1223
1223
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.96473916
-80.35425806
17-551803m.E
4868158m.N
114530-114534 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0K6 CA
Circular
1000
1000
15
Pre-Cast Concrete
1994
100
72
28
$6,500
7
5
5
Concrete piece on upstream end. Minor collapse on downstream end.
Average
Possible
Minor
M
2
1224
1224
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.96084185
-80.35334257
17-551879m.E
4867726m.N
114383-114491 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0K6 CA
Circular
600
600
1400
Corrugated Steel
1994
50
22
28
$1,960
4
6
6
Average
Possible
Minor
M
2
1225
1225
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.92904338
-80.34575975
17-552516m.E
4864199m.N
114000-114124 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0V9 CA
Circular
1000
1000
13
Corrugated Steel
1994
50
22
28
$6,500
4
7
7
Slight collapse mid way through..
Good
Unlikely
Minor
L
1
1226
1226
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.9277137
-80.34544022
17-552543m.E
4864051m.N
114000-114124 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0V9 CA
Circular
450
450
15
HDPE
1994
100
72
28
$5,000
7
10
10
Presumed tile outlet. Cannot measure length (no upstream cb).
Very Good
Rare
Minor
L
1
1227
1227
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.9246442
-80.34471462
17-552604m.E
4863711m.N
114000-114124 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0V9 CA
Circular
1000
1000
15
Corrugated Steel
1994
50
22
28
$6,500
4
7
7
1/4 full of mud. Steel is good though old.
Good
Unlikely
Minor
L
1
1228
1228
Crossroad Culvert
Open Ditch Culvert - Concession Road 3-4
43.90700041
-80.33799298
17-553159m.E
4861755m.N
262180-262226 Conc. Rd. 3-4 Grand Valley Dufferin County
ON L9W 0K4 CA
Circular
600
600
18
Corrugated Steel
1994
50
22
28
$3,080
4
5
5
Ok.
Average
Possible
Minor
M
2
1229
8624
Crossroad Culvert
Open Ditch Culvert - Amaranth - East Luther-
Grand Valley Townline
43.88680587
-80.29824702
17-556370m.E
4859539m.N
193091-193147 Amaranth-East Luther Townline Amaranth
Dufferin County ON L9W 0M3 CA
Circular
1000
1000
16
Corrugated Steel
1994
50
22
28
$6,500
4
7
7
Good shape.
Good
Unlikely
Minor
L
1
1230
1230
Crossroad Culvert
Open Ditch Culvert - Amaranth - East Luther-
Grand Valley Townline
43.8970889
-80.30058451
17-556172m.E
4860679m.N
193214-193268 Amaranth-East Luther Townline Grand
Valley Dufferin County ON L9W 5N5 CA
Circular
600
600
14.5
Corrugated Steel
1994
50
22
28
$2,820
4
6
6
OK condition, 1/4 plugged on the west , east side not plugged, the top of csp has been smacked down a
bit.
Average
Possible
Minor
M
2
1231
1231
Crossroad Culvert
Open Ditch Culvert - Luther Road
43.90555125
-80.31282456
17-555181m.E
4861611m.N
Luther Rd. Grand Valley Dufferin County ON CA
Circular
300
300
26
Corrugated Steel
1994
50
22
28
$5,200
4
5
5
North end filled with dirt, couldn't find outfall.
Average
Possible
Minor
M
2
1236
Crossroad Culvert
Open Ditch Culvert - Concession Road 3-4
1000
1000
13.4
Corrugated Steel
1994
50
22
28
$6,500
4
4
Poor
Likely
Minor
M
2
1237
1237
Crossroad Culvert
Open Ditch Culvert - Concession Road 3-4
43.90868906
-80.32982964
17-553813m.E
4861948m.N
262229-262285 Conc. Rd. 3-4 Grand Valley Dufferin County
ON L9W 6W5 CA
Circular
1800
1800
12
Corrugated Steel
1994
50
22
28
$6,500
4
5
5
Rough, north side better.
Average
Possible
Minor
M
2
3744
3744
Crossroad Culvert
Open Ditch Culvert - Concession Road 10-11
43.9962769
-80.33827508
17-553057m.E
4871672m.N
402360-402372 Concession Rd 10-11 Grand Valley Dufferin
County ON L9W 0Z6 CA
Circular
900
900
13
Corrugated Steel
2009
50
37
13
$3,800
7
10
10
Good condition
Very Good
Rare
Minor
L
1
3745
3745
Crossroad Culvert
Open Ditch Culvert - East Luther - Wellington N.
Townline
43.89644555
-80.40779267
17-547562m.E
4860541m.N
8684-8706 East Luther-Wellington North Townline Wellington
North Wellington County ON N0G 1A0 CA
Circular
450
450
7.2
Corrugated Steel
2009
50
37
13
$1,800
7
6
6
Grate in from causing mud to block 1/4 of culvert..
Average
Possible
Minor
M
2
3746
3746
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.93489748
-80.34715188
17-552399m.E
4864848m.N
114179-114247 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0K5 CA
Circular
2000
2000
15
Corrugated Steel
2007
50
35
15
$6,500
7
8
8
One of two culverts.
Good
Unlikely
Minor
L
1
4072
4072
Crossroad Culvert
Open Ditch Culvert - Watson Road
43.8876968
-80.3102937
17-555401m.E
4859630m.N
9 Watson Rd. Grand Valley Dufferin County ON L9W 6N9 CA
Circular
600
600
13.5
Corrugated Steel
2011
50
39
11
$2,340
8
8
8
Road cross culvert, a bit of erosion on north shoulder.
Good
Unlikely
Minor
L
1
4275
4275
Crossroad Culvert
Road Crossing Culvert - Sideroad 24-25
44.03366315
-80.394882
17-548487m.E
4875789m.N
75671-75699 Sideroad 24-25 Grand Valley Dufferin County
ON L9W 3W5 CA
Circular
600
600
12
Corrugated Steel
2012
50
40
10
$1,840
8
8
8
Steel good shape, 1/2 full of water.
Good
Unlikely
Minor
L
1
4276
4277
Crossroad Culvert
Road Crossing Culvert - Concession Road 12-13
44.02186308
-80.33825819
17-553035m.E
4874513m.N
442375-442479 Conc. Rd. 12-13 Grand Valley Dufferin
County ON L9V 2K8 CA
Circular
600
600
12
Corrugated Steel
2012
50
40
10
$1,560
8
8
8
Good shape, not much dirt in it.
Good
Unlikely
Minor
L
1
4538
1052
Crossroad Culvert
OPEN DITCH CULVERT - CONCESSION ROAD
4-5 @ SDRD 24/25
282060 Conc. Rd. 4-5 Grand Valley Dufferin County ON L9W
0V9 CA
Sideroad 24-25
Circular
600
600
13.5
Corrugated Steel
2016
50
44
6
$1,800
9
9
9
New csp.
Very Good
Rare
Minor
L
1
5181
Crossroad Culvert
300mm Corrugated Steel Open Ditch Culvert -
Water Street
Water Street
300
300
5.9
Corrugated Steel
2013
50
41
9
$1,180
8
8
Good
Unlikely
Minor
L
1
Fixed
Asset #
Project
ID
Type / Subtype
Asset Name / Description
Latitude
Longitude
utm_coordinates_wgs84
Street Name / Address
From
To
Shape
Height
(mm)
Width
(mm)
Length
(m)
Material
Install
Year
Useful
Life
Remaining
Useful Life
Age
Replacement
Cost
Condition
Based On
Useful Life
Condition
from Town
Condition
Used for
Analysis
Field Inspection Note
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence
of Failure
Risk of
Failure
Numerical
Value of Risk
of Failure
54
32
22
$1,225,917
7
1
5182
5182
Crossroad Culvert
400mm Corrugated Steel Open Ditch Culvert -
Water Street
43.89116602
-80.31539221
17-554988m.E
4860012m.N
149 Water St. Grand Valley Dufferin County ON L9W 5Y8 CA
Circular
300
300
5
HDPE
2013
50
41
9
$4,000
8
7
7
Good shape. Outfall without Headwall. Could not locate very dense trees
Good
Unlikely
Minor
L
1
5183
5183
Crossroad Culvert
300mm Corrugated Steel Open Ditch Culvert -
Water Street
43.89080097
-80.31508174
17-555014m.E
4859971m.N
155 Water St. Grand Valley Dufferin County ON L9W 5Y8 CA
Circular
600
600
5
Corrugated Steel
2013
50
41
9
$4,000
8
8
8
Good shape. Outfall without Headwall. Minor erosion below outlet. Csp end. Read slightly over 600mm dia.
- could be slightly compressed.
Good
Unlikely
Minor
L
1
5185
5185
Crossroad Culvert
400mm Corrugated Steel Open Ditch Culvert -
Water Street
43.89232083
-80.31569818
17-554962m.E
4860141m.N
Water Street
Circular
400
400
15.3
Concrete
2013
100
91
9
$3,060
9
9
Approximate diameter. Cannot locate outlet
Very Good
Rare
Minor
L
1
5187
5187
Crossroad Culvert
600mm Corrugated Steel Open Ditch Culvert -
Watson Road
43.88752864
-80.30923168
17-555487m.E
4859612m.N
61-99 Watson Rd. Grand Valley Dufferin County ON L9W
6N9 CA
Circular
600
600
13.5
Corrugated Steel
2013
50
41
9
$2,800
8
8
8
Road cross culvert, good , not much dirt in it.
Good
Unlikely
Minor
L
1
5188
5188
Crossroad Culvert
450mm Corrugated Steel Open Ditch Culvert -
Concession Road 2-3
43.90053891
-80.30792193
17-555579m.E
4861059m.N
179-187 Conc. Rd. 2-3 Grand Valley Dufferin County ON
L9W 5L2 CA
Circular
400
400
27
Corrugated Steel
1969
50
0
53
$5,680
0
5
5
Broken up at outfall.
Average
Possible
Minor
M
2
5192
5192
Crossroad Culvert
500mm Corrugated Steel Open Ditch Culvert -
Leeson Street
43.89628783
-80.31794213
17-554779m.E
4860579m.N
66 Leeson St. Grand Valley Dufferin County ON L9W 5S5 CA
Circular
450
450
6
Corrugated Steel
1969
50
0
53
$4,040
0
6
6
CSP at end of ditch flowing into catch basin.
Average
Possible
Minor
M
2
5193
Crossroad Culvert
600mm Corrugated Steel Open Ditch Culvert -
Leeson Street
Leeson Street
Circular
600
600
16.3
Corrugated Steel
1969
50
0
53
$3,260
0
0
Very Poor
Almost Certain
Minor
H
3
5194
5194
Crossroad Culvert
450mm Corrugated Steel Open Ditch Culvert -
Watson Road
43.88749389
-80.30907007
17-555500m.E
4859608m.N
18 Watson Rd. Grand Valley Dufferin County ON L9W 6N9
CA
Circular
450
450
12
Corrugated Steel
2013
50
41
9
$2,100
8
8
8
Road cross culvert, good shape, not much dirt.
Good
Unlikely
Minor
L
1
5226
Crossroad Culvert
600mm Corrugated Steel Open Ditch Culvert -
Emma Street Sewage Pumping Station Site
Emma Street
Old Pumping Station
Circular
600
600
10.2
Corrugated Steel
2014
50
42
8
$2,040
8
8
Good
Unlikely
Minor
L
1
5247
Crossroad Culvert
Culvert - Wastewater Treatment Plant - Watson
Road
Watson Road
Circular
300
300
10.6
Corrugated Steel
2013
50
41
9
$2,120
8
8
Good
Unlikely
Minor
L
1
5526
Crossroad Culvert
Open Ditch Culvert - Concession Road 4/5
Concession 4-5
Circular
600
600
15
Corrugated Steel
2018
50
46
4
$21,156
9
9
Very Good
Rare
Minor
L
1
5528
Crossroad Culvert
Open Ditch Culvert - Concession Road 8-9
Concession 8-9
Circular
600
600
15
Corrugated Steel
2018
50
46
4
$14,019
9
9
Very Good
Rare
Minor
L
1
5530
Crossroad Culvert
Open Ditch Culvert - Concession Road 8-9
Concession 8-9
Circular
600
600
20
Corrugated Steel
2018
50
46
4
$14,019
9
9
Very Good
Rare
Minor
L
1
5531
Crossroad Culvert
Open Ditch Culvert Concession Road 2-3
Concession 2-3
Circular
1200
1200
20
Corrugated Steel
2018
50
46
4
$12,859
9
9
Very Good
Rare
Minor
L
1
5532
Crossroad Culvert
Open Ditch Culvert Concession Road 2-3
Concession 2-3
Circular
1200
1200
20
Corrugated Steel
2018
50
46
4
$12,859
9
9
Very Good
Rare
Minor
L
1
5533
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
Concession 2-3
Circular
1200
1200
20
Corrugated Steel
2018
50
46
4
$12,859
9
9
Very Good
Rare
Minor
L
1
5534
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
Concession 2-3
Circular
1200
1200
20
Corrugated Steel
2018
50
46
4
$12,859
9
9
Very Good
Rare
Minor
L
1
5535
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
Concession 2-3
Circular
1200
1200
20
Corrugated Steel
2018
50
46
4
$23,805
9
9
Very Good
Rare
Minor
L
1
5536
Crossroad Culvert
Open Ditch Culvert - Concession Road 2-3
Concession 2-3
Circular
1200
1200
20
Corrugated Steel
2018
50
46
4
$23,805
9
9
Very Good
Rare
Minor
L
1
5537
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
Sideroad 27-28
Circular
1000
1000
18
Corrugated Steel
2018
50
46
4
$22,938
9
9
Very Good
Rare
Minor
L
1
5648
Crossroad Culvert
Open Ditch Culvert - Concession 6/7
Concession Road 6-7
Circular
1000
1000
13
Corrugated Steel
2020
50
48
2
$4,000
10
10
Very Good
Rare
Minor
L
1
5649
Crossroad Culvert
Open Ditch Culvert - SR 21/22
Sideroad 21-22
Circular
1000
1000
13
Corrugated Steel
2020
50
48
2
$1,500
10
10
Very Good
Rare
Minor
L
1
5650
Crossroad Culvert
Open Ditch Culvert - SR 21/22
Sideroad 21-22
Circular
1000
1000
13
Corrugated Steel
2020
50
48
2
$2,400
10
10
Very Good
Rare
Minor
L
1
5651
Crossroad Culvert
Open Ditch Culvert - SR 21/22
Sideroad 21-22
Circular
1000
1000
13
Corrugated Steel
2020
50
48
2
$1,000
10
10
Very Good
Rare
Minor
L
1
5652
Crossroad Culvert
Open Ditch Culvert - SR 24/25
Sideroad 24-25
Circular
600
600
12
Corrugated Steel
2020
50
48
2
$2,000
10
10
Very Good
Rare
Minor
L
1
8420
Crossroad Culvert
Open Ditch Culvert - SR 27/28
Sideroad 27-28
Circular
1000
1000
15
Corrugated Steel
2021
50
49
1
$40,000
10
10
Very Good
Rare
Minor
L
1
8574
Crossroad Culvert
Open Ditch Culvert - Concession 12-13
44.00360777
-80.42368805
17-546202m.E
4872434m.N
441030-441108 Conc. Rd. 12-13 Grand Valley Dufferin
County ON L9W 0Z9 CA
Circular
500
500
12.5
Corrugated Steel
1994
50
22
28
$2,500
4
6
6
Steel in good shape. 1/3 full of dirt at either end.
Average
Possible
Minor
M
2
8575
Crossroad Culvert
Open Ditch Culvert East Luther - Wellington TL
44.0015604
-80.43287343
17-545468m.E
4872201m.N
441000-441022 East Luther-Wellington North Townline
Grand Valley Dufferin County ON L9W 0Z9 CA
Circular
400
400
13
Corrugated Steel
1994
50
22
28
$2,600
4
8
8
Good condition.
Good
Unlikely
Minor
L
1
8576
Crossroad Culvert
Open Ditch Culvert East Luther - Wellington TL
44.01653575
-80.43628571
17-545183m.E
4873863m.N
East Luther-Wellington North Townline Wellington North
Wellington County ON CA
Circular
2000
2000
16
Corrugated Steel
2020
50
48
2
$3,200
10
9
9
No 15 drain road crossing.
Very Good
Rare
Minor
L
1
8577
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
44.03488416
-80.39518338
17-548462m.E
4875924m.N
75670-75698 Sideroad 24-25 Grand Valley Dufferin County
ON L9W 3W5 CA
Circular
600
600
20
Corrugated Steel
1994
50
22
28
$4,000
4
4
4
Steel appears to be ok. Cannot tell b/c culvert full of water and east end under dirt (appears to be
functioning but poorly).
Poor
Likely
Minor
M
2
8578
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
44.02655274
-80.39318103
17-548629m.E
4875000m.N
75421-75669 Sideroad 24-25 Grand Valley Dufferin County
ON L9W 3W5 CA
Circular
400
400
9.2
Corrugated Steel
1994
50
22
28
$1,840
4
7
7
Steel appears fine. Culvert too high.
Good
Unlikely
Minor
L
1
8579
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
44.01092624
-80.38948246
17-548939m.E
4873268m.N
75420-75668 Sideroad 24-25 Grand Valley Dufferin County
ON L9W 3W5 CA
Circular
1200
1200
15
Corrugated Steel
2021
50
49
1
$3,000
10
10
10
Rotted out most of culvert length, cosmetic damage to the west end. REPLACED AFTER ORIGINAL
INSPECTION
Very Good
Rare
Minor
L
1
8580
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
44.01078136
-80.38945605
17-548941m.E
4873251m.N
75370-75418 Sideroad 24-25 Grand Valley Dufferin County
ON L9W 0H3 CA
Circular
900
900
15
Corrugated Steel
2021
50
49
1
$3,000
10
10
10
Partially collapsed (could be circular but more likely arch). REPLACED AFTER INSPECTION
Very Good
Rare
Minor
L
1
8581
Crossroad Culvert
Open Ditch Culvert - Concession 8-9
43.96259605
-80.37692275
17-549986m.E
4867907m.N
Conc. Rd. 8-9 Grand Valley Dufferin County ON CA
Circular
650
650
15
Corrugated Steel
1994
50
22
28
$3,000
4
8
8
Good condition (could be 600mm dia. Most likely 650).
Good
Unlikely
Minor
L
1
8582
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
44.0199579
-80.36891469
17-550580m.E
4874282m.N
115475 Sideroad 27-28 Grand Valley Dufferin County ON
L9W 0L5 CA
Circular
1200
1200
12
Corrugated Steel
2021
50
49
1
$2,400
10
10
10
Good condition (no flow at time of inspection).
Very Good
Rare
Minor
L
1
8583
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
43.98265735
-80.40566289
17-547664m.E
4870117m.N
35207 Sideroad 21-22 Grand Valley Dufferin County ON L9W
0Y7 CA
Circular
750
750
18.5
Corrugated Steel
1994
50
22
28
$3,700
4
8
8
Good
Unlikely
Minor
L
1
8585
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
43.95544907
-80.3978774
17-548311m.E
4867100m.N
34351-34399 Sideroad 21-22 Grand Valley Dufferin County
ON L9W 0G2 CA
Circular
400
400
12.4
Corrugated Steel
1994
50
22
28
$2,480
4
6
6
Full of mud on east end of culvert. Steel in decent shape.
Average
Possible
Minor
M
2
8586
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-24
43.93367241
-80.39305053
17-548716m.E
4864684m.N
Sideroad 21-22 Grand Valley Dufferin County ON CA
Circular
750
750
12
Corrugated Steel
1994
50
22
28
$2,400
4
4
4
Old culvert. Water going underneath culvert. Will be replaced and lowered summer 2022
Poor
Likely
Minor
M
2
8587
Crossroad Culvert
Open Ditch Culvert - Concession 6-7
43.93396425
-80.39166148
17-548827m.E
4864717m.N
321190-321278 Conc. Rd. 6-7 Grand Valley Dufferin County
ON L9W 0W8 CA
Circular
350
350
18.2
Concrete
1994
100
72
28
$5,000
7
5
5
In catch basins across road.
Average
Possible
Minor
M
2
8588
Crossroad Culvert
Open Ditch Culvert - Concession 6-8
43.93397932
-80.39159346
17-548833m.E
4864719m.N
321190-321278 Conc. Rd. 6-7 Grand Valley Dufferin County
ON L9W 0W8 CA
Circular
450
450
15
Corrugated Steel
1994
50
22
28
$3,000
4
4
Good condition.
Poor
Likely
Minor
M
2
8589
Crossroad Culvert
Open Ditch Culvert - Sideroad 24-25
43.93822029
-80.37104718
17-550478m.E
4865203m.N
74182-74278 Sideroad 24-25 Grand Valley Dufferin County
ON L9W 0J3 CA
Circular
1600
1600
16
Corrugated Steel
1994
50
22
28
$3,200
4
7
7
Good condition.
Good
Unlikely
Minor
L
1
8590
Crossroad Culvert
Open Ditch Culvert - Concession 6-7
43.93890065
-80.36848619
17-550683m.E
4865279m.N
322000-322042 Conc. Rd. 6-7 Grand Valley Dufferin County
ON L9W 0X1 CA
Circular
1600
1600
15
Corrugated Steel
1994
50
22
28
$3,000
4
3
3
Poor shape , partially rotted.
Poor
Likely
Minor
M
2
8591
Crossroad Culvert
Open Ditch Culvert - Concession 6-7
43.94146436
-80.35645099
17-551647m.E
4865572m.N
322094-322134 Conc. Rd. 6-7 Grand Valley Dufferin County
ON L9W 0X1 CA
Circular
500
500
15
Corrugated Steel
1994
50
22
28
$3,000
4
8
8
New pipe, 1/4 full of gravel.
Good
Unlikely
Minor
L
1
8592
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
44.01538366
-80.36789559
17-550665m.E
4873775m.N
Sideroad 27-28 Grand Valley Dufferin County ON CA
Circular
450
450
12.2
Corrugated Steel
1994
50
22
28
$2,440
4
6
6
No sitting water.
Average
Possible
Minor
M
2
8593
Crossroad Culvert
Open Ditch Culvert - Deaken Drive
43.99069923
-80.36633058
17-550812m.E
4871034m.N
1 Deaken Dr. Grand Valley Dufferin County ON L9W 0Z8 CA
Circular
450
450
14
Corrugated Steel
2020
50
48
2
$2,800
10
9
9
Good condition.
Very Good
Rare
Minor
L
1
8594
Crossroad Culvert
Open Ditch Culvert - Concession 8-9
43.96694678
-80.35490784
17-551749m.E
4868403m.N
362184-362198 Conc. Rd. 8-9 Grand Valley Dufferin County
ON L9W 0K6 CA
Circular
500
500
15
Corrugated Steel
1994
50
22
28
$3,000
4
7
7
Good condition.
Good
Unlikely
Minor
L
1
8595
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.95710872
-80.35246721
17-551953m.E
4867312m.N
114382-114490 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0K6 CA
Circular
600
600
9
Corrugated Steel
1994
50
22
28
$1,800
4
7
7
Ends are damaged. Functions fine.
Good
Unlikely
Minor
L
1
8596
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.95419625
-80.35176006
17-552012m.E
4866989m.N
114382-114490 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0K6 CA
Arch
1500
2200
17.5
Corrugated Steel
1994
50
22
28
$3,500
4
9
9
Very Good
Rare
Minor
L
1
8597
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.95077901
-80.35094451
17-552081m.E
4866610m.N
114290-114380 Sideroad 27-28 Grand Valley Dufferin
County ON L9W 0X1 CA
Arch
1400
2200
13.7
Corrugated Steel
1994
50
22
28
$2,740
4
6
6
1400 950 h, Steel good shape. Installed slightly off centre and separated at the couplers.
Average
Possible
Minor
M
2
8598
Crossroad Culvert
Open Ditch Culvert - Concession 3-4
43.90658904
-80.3403213
17-552972m.E
4861708m.N
262181-262227 Conc. Rd. 3-4 Grand Valley Dufferin County
ON L9W 0K4 CA
Circular
400
400
14.7
Corrugated Steel
1994
50
22
28
$2,940
4
5
5
North side 2/3 full of gravel.
Average
Possible
Minor
M
2
8599
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.87607363
-80.33364911
17-553535m.E
4858323m.N
Sideroad 27-28 Grand Valley Dufferin County ON CA
Circular
1500
1500
19
Corrugated Steel
2021
50
49
1
$3,800
10
10
10
New culvert.
Very Good
Rare
Minor
L
1
8600
Crossroad Culvert
Open Ditch Culvert - Sideroad 27-28
43.87005174
-80.33229334
17-553650m.E
4857655m.N
Sideroad 27-28 Grand Valley Dufferin County ON CA
Circular
600
600
22
HDPE
2021
100
99
1
$6,000
10
10
10
New culvert.
Very Good
Rare
Minor
L
1
8601
Crossroad Culvert
Open Ditch Culvert - Concession 2-3
43.88975791
-80.35977505
17-551425m.E
4859827m.N
241360-241376 Conc. Rd. 2-3 Grand Valley Dufferin County
ON L9W 0R9 CA
Circular
600
600
18.2
Corrugated Steel
2021
50
49
1
$10,000
10
10
10
New culvert.
Very Good
Rare
Minor
L
1
8602
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
43.86685968
-80.37785294
17-549992m.E
4857272m.N
33064-33080 Sideroad 21-22 Grand Valley Dufferin County
ON L9W 0E9 CA
Circular
1250
1250
15
Corrugated Steel
1994
50
22
28
$3,000
4
8
8
Good
Unlikely
Minor
L
1
8603
Crossroad Culvert
Open Ditch Culvert - Sideroad 21-22
43.87298466
-80.37921512
17-549877m.E
4857952m.N
33104-33160 Sideroad 21-22 Grand Valley Dufferin County
ON L9W 0E9 CA
Circular
450
450
13
Corrugated Steel
2021
50
49
1
$2,600
10
10
10
New installation.
Very Good
Rare
Minor
L
1
8604
Crossroad Culvert
Open Ditch Culvert East Luther - Wellington TL
43.89717131
-80.40795083
17-547549m.E
4860621m.N
8684-8706 East Luther-Wellington North Townline Wellington
North Wellington County ON N0G 1A0 CA
Circular
600
600
9
Corrugated Steel
1994
50
22
28
$1,800
4
7
7
1/4 full of mud.
Good
Unlikely
Minor
L
1
8605
Crossroad Culvert
Open Ditch Culvert - Watson Road
43.88789154
-80.30779201
17-555602m.E
4859653m.N
18 Watson Rd. Grand Valley Dufferin County ON L9W 6N9
CA
Circular
300
300
12
Corrugated Steel
2021
50
49
1
$2,400
10
10
10
Very Good
Rare
Minor
L
1
8609
Crossroad Culvert
Open Ditch Culvert - Watson Road
43.8875729
-80.31231189
17-555239m.E
4859615m.N
1 Watson Rd. Grand Valley Dufferin County ON L9W 6N9 CA
Circular
450
450
12.5
Corrugated Steel
1994
50
22
28
$2,500
4
4
4
West end banged up, east end not so bad, dirt in it.
Poor
Likely
Minor
M
2
8610
Crossroad Culvert
Open Ditch Culvert - Watson Road
43.88787716
-80.31125202
17-555324m.E
4859649m.N
14 Watson Rd. Grand Valley Dufferin County ON L9W 6N9
CA
Circular
300
300
9.2
Corrugated Steel
2010
50
38
12
$1,840
8
7
7
Driveway culvert, picture from west end, good shape.a bit of dirt in it.
Good
Unlikely
Minor
L
1
8611
Crossroad Culvert
Open Ditch Culvert - Watson Road
43.8876469
-80.31052009
17-555383m.E
4859624m.N
9 Watson Rd. Grand Valley Dufferin County ON L9W 6N9 CA
Circular
600
600
12.2
Corrugated Steel
2010
50
38
12
$2,440
8
7
7
Driveway culvert into rental, good shape , a little dirt.
Good
Unlikely
Minor
L
1
8612
Crossroad Culvert
Open Ditch Culvert - Watson Road
43.88751329
-80.30959199
17-555458m.E
4859610m.N
9 Watson Rd. Grand Valley Dufferin County ON L9W 6N9 CA
Circular
600
600
18
Corrugated Steel
2010
50
38
12
$3,600
8
8
8
Driveway culvert, good condition, a bit of dirt.
Good
Unlikely
Minor
L
1
8613
Crossroad Culvert
Open Ditch Culvert - East Luther - Amaranth
44.00816328
-80.32664705
17-553978m.E
4872999m.N
195174-195264 Amaranth-East Luther Townline Grand
Valley Dufferin County ON L9W 0N8 CA
Arch
1700
2000
19.5
Corrugated Steel
1994
50
22
28
$3,900
4
7
7
West side 3/4 buried in water , east almost all filled with water, .
Good
Unlikely
Minor
L
1
8614
Crossroad Culvert
Open Ditch Culvert - Concession 10-11
43.99915
-80.32484807
17-554131m.E
4871999m.N
402472-402478 Conc. Rd. 10-11 Grand Valley Dufferin
County ON L9W 0Z6 CA
Circular
450
450
18
Corrugated Steel
1994
50
22
28
$3,600
4
8
8
Road cross culvert.
Good
Unlikely
Minor
L
1
8615
Crossroad Culvert
Open Ditch Culvert - East Luther - Amaranth
43.99787267
-80.32426258
17-554179m.E
4871857m.N
195061-195119 Amaranth-East Luther Townline Amaranth
Dufferin County ON L9W 0Z6 CA
Circular
1050
1050
12.2
Corrugated Steel
1994
50
22
28
$2,440
4
6
6
Fair shape.
Average
Possible
Minor
M
2
8616
Crossroad Culvert
Open Ditch Culvert - East Luther - Amaranth
43.99011804
-80.3224446
17-554332m.E
4870997m.N
195001-195059 Amaranth-East Luther Townline Amaranth
Dufferin County ON L9W 0Z6 CA
Circular
450
450
14
Corrugated Steel
1994
50
22
28
$2,800
4
7
7
Good condition.
Good
Unlikely
Minor
L
1
Fixed
Asset #
Project
ID
Type / Subtype
Asset Name / Description
Latitude
Longitude
utm_coordinates_wgs84
Street Name / Address
From
To
Shape
Height
(mm)
Width
(mm)
Length
(m)
Material
Install
Year
Useful
Life
Remaining
Useful Life
Age
Replacement
Cost
Condition
Based On
Useful Life
Condition
from Town
Condition
Used for
Analysis
Field Inspection Note
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence
of Failure
Risk of
Failure
Numerical
Value of Risk
of Failure
54
32
22
$1,225,917
7
1
8617
Crossroad Culvert
Open Ditch Culvert - East Luther - Amaranth
43.97498065
-80.31884046
17-554634m.E
4869318m.N
194470-194618 Amaranth-East Luther Townline Grand
Valley Dufferin County ON L9W 0N7 CA
Circular
400
400
15
Corrugated Steel
1994
50
22
28
$3,000
4
5
5
Fair, looks like top sinking in a bit, west side has a couple holes on top , and east side has a couple inches
of dirt in it.
Average
Possible
Minor
M
2
8618
Crossroad Culvert
Open Ditch Culvert - East Luther - Amaranth
43.96983788
-80.31764788
17-554735m.E
4868748m.N
194350-194398 Amaranth-East Luther Townline Amaranth
Dufferin County ON L9W 0N7 CA
Circular
450
450
12
Corrugated Steel
1994
50
22
28
$2,400
4
6
6
East side bunged up, beaver dam. Lots of water.
Average
Possible
Minor
M
2
8619
Crossroad Culvert
Open Ditch Culvert - East Luther - Amaranth
43.96816749
-80.31725861
17-554768m.E
4868563m.N
194350-194398 Amaranth-East Luther Townline Grand
Valley Dufferin County ON L9W 0N7 CA
Circular
400
400
12.2
Corrugated Steel
1994
50
22
28
$2,440
4
6
6
1/4 plugged up.
Average
Possible
Minor
M
2
8620
Crossroad Culvert
Open Ditch Culvert - East Luther - Amaranth
43.9591408
-80.31512908
17-554947m.E
4867562m.N
194235-194309 Amaranth-East Luther Townline Amaranth
Dufferin County ON L9W 0N7 CA
Circular
400
400
13
Corrugated Steel
1994
50
22
28
$2,600
4
5
5
East side good, west side squashed and plugged.
Average
Possible
Minor
M
2
8622
Crossroad Culvert
Open Ditch Culvert - East Luther - Amaranth
43.9518811
-80.31342797
17-555090m.E
4866756m.N
194191-194233 Amaranth-East Luther Townline Grand
Valley Dufferin County ON L9W 0X6 CA
Circular
400
400
9
Corrugated Steel
1994
50
22
28
$1,800
4
5
5
Both ends pushed down, a bit of dirt in them.
Average
Possible
Minor
M
2
8623
Crossroad Culvert
Open Ditch Culvert - East Luther - Amaranth
43.87758455
-80.29615525
17-556546m.E
4858516m.N
193000-193014 Amaranth-East Luther Townline Grand
Valley Dufferin County ON L9W 0R1 CA
Circular
600
600
17
Corrugated Steel
1994
50
22
28
$3,400
4
5
5
Culvert buried east side, west side half full of dirt, hard to tell what kind of condition.
Average
Possible
Minor
M
2
8625
Crossroad Culvert
Open Ditch Culvert - Concession 2-3
43.90189556
-80.30192249
17-556060m.E
4861212m.N
242452-242498 Conc. Rd. 2-3 Grand Valley Dufferin County
ON L9W 5L2 CA
Circular
400
400
15
Corrugated Steel
1969
50
0
53
$10,000
0
4
4
Just found south invert, North side totally buried, can't give a length, or condition, just heading to a 300mm
round catch basin with a 100 plastic tile heading south to culvert some where.
Poor
Likely
Minor
M
2
8626
Crossroad Culvert
Open Ditch Culvert - East Luther - Amaranth
43.90804756
-80.30310393
17-555960m.E
4861895m.N
193311-193373 Amaranth-East Luther Townline Grand
Valley Dufferin County ON L0N 1G0 CA
Circular
750
750
13
Corrugated Steel
1994
50
22
28
$2,600
4
4
4
No flow, east side 3/4 plugged with water, west side is 3/4 plugged up , hard to tell size and condition..
Poor
Likely
Minor
M
2
8627
Crossroad Culvert
Open Ditch Culvert - East Luther - Amaranth
43.92661829
-80.30766029
17-555576m.E
4863954m.N
193545-193549 Amaranth-East Luther Townline Grand
Valley Dufferin County ON L9W 0L8 CA
Circular
900
900
19
Corrugated Steel
1994
50
22
28
$3,800
4
8
8
Good, not much flow west side, a bit of muck in west end.
Good
Unlikely
Minor
L
1
8628
Crossroad Culvert
Open Ditch Culvert - East Luther - Amaranth
43.93699794
-80.30992651
17-555385m.E
4865106m.N
194029-194059 Amaranth-East Luther Townline Amaranth
Dufferin County ON L9W 0L8 CA
Circular
1450
1450
16
Corrugated Steel
1994
50
22
28
$3,200
4
7
7
Clean.
Good
Unlikely
Minor
L
1
8630
Crossroad Culvert
Open Ditch Culvert - Concession 12-13
44.01877742
-80.35243406
17-551902m.E
4874161m.N
442195-442321 Conc. Rd. 12-13 Grand Valley Dufferin
County ON L9W 3W1 CA
Circular
750
750
12
Corrugated Steel
1994
50
22
28
$2,400
4
6
6
North end has a ding on top, flows a bit slow, but water is getting to catch basin.
Average
Possible
Minor
M
2
8631
Crossroad Culvert
Open Ditch Culvert - Concession 12-13
44.01783236
-80.35683594
17-551550m.E
4874054m.N
442194-442320 Conc. Rd. 12-13 Grand Valley Dufferin
County ON L9W 3W1 CA
Circular
1400
1400
15.5
Corrugated Steel
1994
50
22
28
$3,100
4
6
6
South side good, North side, top ding, slow flow, but flowing.
Average
Possible
Minor
M
2
8632
Crossroad Culvert
Open Ditch Culvert - Concession 12-13
44.01703795
-80.36053279
17-551254m.E
4873963m.N
442195-442321 Conc. Rd. 12-13 Grand Valley Dufferin
County ON L9W 3W1 CA
Circular
750
750
13.5
Corrugated Steel
1994
50
22
28
$2,700
4
4
4
Not much flow, south end corroding at invert.
Poor
Likely
Minor
M
2
8633
Crossroad Culvert
Open Ditch Culvert - Concession 8-9
43.96828454
-80.35008244
17-552134m.E
4868554m.N
362227-362245 Conc. Rd. 8-9 Grand Valley Dufferin County
ON L9W 0L3 CA
Circular
1800
1800
16.3
Corrugated Steel
1994
50
22
28
$3,260
4
8
8
Great shape.
Good
Unlikely
Minor
L
1
8634
Crossroad Culvert
Open Ditch Culvert - Concession 8-9
43.97398883
-80.32293182
17-554307m.E
4869206m.N
362441-362477 Conc. Rd. 8-9 Grand Valley Dufferin County
ON L9W 0Y5 CA
Circular
400
400
11
Corrugated Steel
1994
50
22
28
$2,200
4
7
7
Good shape.
Good
Unlikely
Minor
L
1
8635
Crossroad Culvert
Open Ditch Culvert - Concession 3-4
43.9079585
-80.33366626
17-553505m.E
4861865m.N
262229-262285 Conc. Rd. 3-4 Grand Valley Dufferin County
ON L9W 6W5 CA
Arch
700
1050
11
Corrugated Steel
1994
50
22
28
$2,200
4
5
5
700mm x 1050mm, older, needs a bit of attention.
Average
Possible
Minor
M
2
8637
Crossroad Culvert
Open Ditch Culvert East Luther - Wellington TL
43.87942645
-80.40395307
17-547884m.E
4858653m.N
8465-8579 East Luther-Wellington North Townline Grand
Valley Dufferin County ON N0G 1A0 CA
Circular
600
600
16
Corrugated Steel
1994
50
22
28
$3,200
4
2
2
Not sure of size and condition, west end totally buried.east end I can only see top.
Very Poor
Almost Certain
Minor
H
3
8638
Crossroad Culvert
Open Ditch Culvert East Luther - Wellington TL
43.87606594
-80.4031806
17-547949m.E
4858280m.N
8465-8579 East Luther-Wellington North Townline Grand
Valley Dufferin County ON N0G 1A0 CA
Circular
900
900
15.5
Corrugated Steel
1994
50
22
28
$3,100
4
5
5
Dinged up on east side, west side good condition.
Average
Possible
Minor
M
2
8639
Crossroad Culvert
Open Ditch Culvert East Luther - Wellington TL
43.87394932
-80.40271104
17-547989m.E
4858045m.N
8465-8579 East Luther-Wellington North Townline Grand
Valley Dufferin County ON N0G 1A0 CA
Circular
400
400
15
Corrugated Steel
1994
50
22
28
$3,000
4
4
4
East side 1/2 buried, west 1/4 buried.
Poor
Likely
Minor
M
2
8640
Crossroad Culvert
Open Ditch Culvert East Luther - Wellington TL
43.86833311
-80.40153717
17-548087m.E
4857423m.N
8464-8578 East Luther-Wellington North Townline Wellington
North Wellington County ON N0G 1A0 CA
Circular
750
750
16
Corrugated Steel
1994
50
22
28
$3,200
4
4
4
East end is in rough shape, bend in pipe heading west.
Poor
Likely
Minor
M
2
8641
Crossroad Culvert
Open Ditch Culvert East Luther - Wellington TL
43.86833364
-80.40153953
17-548087m.E
4857423m.N
8464-8578 E West Luther Tline Wellington North Wellington
County ON N0G 1A0 CA
Circular
400
400
15
Corrugated Steel
1994
50
22
28
$3,000
4
7
7
Only found west end.
Good
Unlikely
Minor
L
1
8643
Crossroad Culvert
Open Ditch Culvert East Luther - Wellington TL
43.86839697
-80.40134968
17-548102m.E
4857429m.N
8465-8579 East Luther-Wellington North Townline Grand
Valley Dufferin County ON N0G 1A0 CA
Circular
750
750
16
Corrugated Steel
1994
50
22
28
$3,200
4
4
4
Both ends at bit rough.slight bend in the middle.
Poor
Likely
Minor
M
2
8644
Crossroad Culvert
Open Ditch Culvert - Concession 2-3
43.88342709
-80.39024303
17-548983m.E
4859105m.N
241109-241157 Conc. Rd. 2-3 Grand Valley Dufferin County
ON L9W 0R7 CA
Circular
1200
1200
20
Corrugated Steel
1994
50
22
28
$4,000
4
6
6
Not bad flow. Mud at south end of csp.
Average
Possible
Minor
M
2
8645
Crossroad Culvert
Open Ditch Culvert - Sparrow St.
43.89803687
-80.32542606
17-554176m.E
4860768m.N
24 Sparrow St. Grand Valley Dufferin County ON L9W 7P2
CA
Circular
600
600
19
HDPE
2020
100
98
2
$5,000
10
9
9
Great shape.
Very Good
Rare
Minor
L
1
8646
Crossroad Culvert
Open Ditch Culvert - River St
43.89649951
-80.31337233
17-555145m.E
4860606m.N
7 River St. Grand Valley Dufferin County ON L9W 5N5 CA
Circular
400
400
24.3
HDPE
2020
100
98
2
$6,000
10
9
9
Very Good
Rare
Minor
L
1
8647
Crossroad Culvert
Open Ditch Culvert - Water Street
43.889078
-80.31335679
17-555154m.E
4859781m.N
173162 Water St. Grand Valley Dufferin County ON L9W 0L6
CA
Circular
450
450
8
Corrugated Steel
2010
50
38
12
$1,600
8
7
7
South end 3/4 filled with dirt, heading north to the catch basin. had 600mm PE south side of catch
basin??.
Good
Unlikely
Minor
L
1
8648
Crossroad Culvert
Open Ditch Culvert - Luther Road
43.90503564
-80.31633734
17-554900m.E
4861551m.N
12 Luther Rd. Grand Valley Dufferin County ON L9W 5R1 CA
Circular
600
600
27
Corrugated Steel
1972
50
0
50
$5,400
0
4
4
Outfall 3/4 plugged, 600mm coming from catch basin manhole.
Poor
Likely
Minor
M
2
8649
Crossroad Culvert
Open Ditch Culvert - County Rd 25
43.90585211
-80.31675813
17-554865m.E
4861642m.N
173353 County Rd. 25 Grand Valley Dufferin County ON L0N
1G0 CA
Circular
600
600
27
Corrugated Steel
2011
50
39
11
$5,400
8
5
5
Outfall 3/4 buried, hard to tell condition, not exposed.
Average
Possible
Minor
M
2
8650
Crossroad Culvert
Open Ditch Culvert - Concession 4-5
43.92288807
-80.32322462
17-554330m.E
4863531m.N
282358 Concession Rd 4-5 Grand Valley Dufferin County ON
L9W 0L7 CA
Circular
600
600
29
Corrugated Steel
2021
50
49
1
$5,800
10
10
10
New culvert installation. Crossed road on an angle . Rip rap washed into pipe
Very Good
Rare
Minor
L
1
8699
Crossroad Culvert
Open Ditch Culvert - Watson Road
43.88756968
-80.31025317
17-555404m.E
4859617m.N
Watson Rd.
Circular
400
400
3
Corrugated Steel
2011
50
39
11
$600
8
6
6
Slight deviation. Conveys water adequately through boulevard.
Average
Possible
Minor
M
2
Current Levels of Service
Replacement/Improvement Year Based on Current Levels Service
Storm Manhole Inventory
Fixed
Asset #
Asset Type / SubType
Asset Name
Road Name
Road From
Road To
Access
diameter
(mm)
Install
Year
Useful
Life
Remaining
Useful Life
Age
Replacement
Cost
Condition
Based On
Useful Life
Assessed
Condition
Condition
Used for
Analysis
Asset
Condition
(As per Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence
of Failure
Risk of
Failure
Numerical
Value of Risk of
Failure
Year
Replacement Due
To Minimmal
Maintenance
Practices
Current
Levels of
Service %
benefit
Revised Levels
Service
Replacement
Year
Year
Replacement
Applying Risk
Score
Subsequent
Replacement
Year
Revised
Remaining
Useful Life
100
74.7
25.3
$ 3,710,000
7.4
1.4
3162
Storm Manhole
Storm Manhole - Main Street
66 Main St. Grand Valley Dufferin
County ON L9W 5S7 CA
Webb Street
Spruty Avenue
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3164
Storm Manhole
Storm Manhole - Main Street
91 Main St. Grand Valley Dufferin
County ON L9W 5S6 CA
Webb Street
Spruty Avenue
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3165
Storm Manhole
Storm Manhole - Main Street
66 Main St. Grand Valley Dufferin
County ON L9W 5S7 CA
Amaranth Street
Webb Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3166
Storm Manhole
Storm Manhole - Main Street
57 Main St. Grand Valley Dufferin
County ON L9W 5S6 CA
Amaranth Street
Webb Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3168
Storm Manhole
Storm Manhole - Main Street
27 Main St. Grand Valley Dufferin
County ON L9W 5S6 CA
Amaranth Street
Webb Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3169
Storm Manhole
Storm Manhole - Main Street
42 Main St. Grand Valley Dufferin
County ON L9W 5S7 CA
Amaranth Street
Webb Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3171
Storm Manhole
Storm Manhole - Main Street
21 Main St. Grand Valley Dufferin
County ON L9W 5S6 CA
Amaranth Street
Webb Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3173
Storm Manhole
Storm Manhole - Main Street
15 Main St. Grand Valley Dufferin
County ON L9W 5S6 CA
Amaranth Street
Webb Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3175
Storm Manhole
Storm Manhole - Main Street
11 Main St. Grand Valley Dufferin
County ON L9W 5S6 CA
Amaranth Street
Webb Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3176
Storm Manhole
Storm Manhole - Main Street
11 Main St. Grand Valley Dufferin
County ON L9W 5S6 CA
Amaranth Street
Webb Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3177
Storm Double Manhole
Storm Manhole - Main Street
40-46 Main St. Grand Valley Dufferin
County ON L9W 5S8 CA
Mill Street
Amaranth Street
1969
100
47
53
$40,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3183
Storm Manhole
Storm Manhole - Main Street
9 Mill St. Grand Valley Dufferin County
ON L9W 5V8 CA
Water Street
Mill Street
1969
100
47
53
$24,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3185
Storm Manhole
Storm Manhole - Main Street
55 Main St. Grand Valley Dufferin
County ON L9W 5S8 CA
Water Street
Mill Street
1969
100
47
53
$24,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3206
Storm Manhole
Storm Manhole - Main Street
Main Street From: River Street To:
George Street
River Street
George Street
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3208
Storm Manhole
Storm Manhole - Amaranth Street
50 Amaranth St. Grand Valley Dufferin
County ON L9W 5L2 CA
Crozier Street
Pondsford Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3209
Storm Manhole
Storm Manhole - Amaranth Street
50 Amaranth St. Grand Valley Dufferin
County ON L9W 5L2 CA
Crozier Street
Pondsford Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3225
Storm Manhole
Storm Manhole - Main Street
95 Main St. Grand Valley Dufferin
County ON L9W 5S6 CA
Webb Street
Spruyt Avenue
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3238
Storm Manhole
Storm Manhole - Leeson Street
76 Leeson St. Grand Valley Dufferin
County ON L9W 5S5 CA
175m South of Mill
Street
Mill Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3239
Storm Manhole
Storm Manhole - Leeson Street
69 Leeson St. Grand Valley Dufferin
County ON L9W 5S5 CA
175m South of Mill
Street
Mill Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3257
Storm Manhole
Storm Manhole - Mill Street
7-15 Mill St. Grand Valley Dufferin
County ON L9W 5V9 CA
Emma Street
Main Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3258
Storm Manhole
Storm Manhole - Mill Street
Mill Street
Main Street
King Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3268
Storm Manhole
Storm Manhole - Lower Crozier Street
Lower Crozier Street From: Gier Street
To: End
Gier
To: End
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3269
Storm Manhole
Storm Manhole - Crozier Street
Crozier Street From: Gier Street To:
Webb Street
Gier Street
Webb Street
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3271
Storm Manhole
Storm Manhole - Crozier Street
Crozier Street From: Amaranth Street
To: Gier Street
Amaranth Street
Gier Street
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
3576
Storm Manhole
Storm Manhole - Main Street
Main Street
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4113
Storm Manhole
Storm Manhole - Main Street
Main Street
Mill Street
Amaranth Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
4126
Storm Manhole
Stom Manhole - King @ Mill Street
18-30 King St. Grand Valley Dufferin
County ON L9W 5V8 CA
Main Street
King Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
4127
Storm Manhole
Stom Manhole - King @ Mill Street
32 Mill St. Grand Valley Dufferin County
ON L9W 5V8 CA
King Street
Pondsford Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
4129
Storm Manhole
Storm Manhole - Mill Street
2-12 Mill St. Grand Valley Dufferin
County ON L9W 5V8 CA
Main Street
King Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
4132
Storm Manhole
Storm Manhole - Mill Street
38 Mill St. Grand Valley Dufferin County
ON L9W 5V8 CA
King Street
Pondsford Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
4133
Storm Manhole
Storm Manhole - Mill Street
46 Mill St. Grand Valley Dufferin County
ON L9W 5V8 CA
King Street
Pondsford Street
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
4155
Storm Manhole
CatchBasin - Mary Court
22-98 Mary Ct. Grand Valley Dufferin
County ON L9W 5V7 CA
Luther Road
End (cul-de-sac)
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
4170
Storm Manhole
Storm Manhole - Webb Street
14 Webb St. Grand Valley Dufferin
County ON L9W 5Y4 CA
Main Street
Crozier Street
1969
100
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
4174
Storm Manhole
Storm Manhole - Melody Lane
Melody Lane
1500
1992
100
70
30
$24,000
7
7
Good
Unlikely
Moderate
M
2
2082
10
2092
2092
2192
71
4175
Storm Manhole
Storm Manhole - Melody Lane
Melody Lane
1500
1992
100
70
30
$24,000
7
7
Good
Unlikely
Moderate
M
2
2082
10
2092
2092
2192
71
4176
Storm Manhole
Storm Manhole - Melody Lane
Melody Lane
1500
1992
100
70
30
$24,000
7
7
Good
Unlikely
Moderate
M
2
2082
10
2092
2092
2192
71
4177
Storm Manhole
Storm Manhole - Leeson Street
Leeson Street
1500
1992
100
70
30
$24,000
7
7
Good
Unlikely
Moderate
M
2
2082
10
2092
2092
2192
71
4178
Storm Manhole
Storm Manhole - Leeson Street
Leeson Street
1500
1992
100
70
30
$24,000
7
7
Good
Unlikely
Moderate
M
2
2082
10
2092
2092
2192
71
4179
Storm Manhole
Storm Manhole - Monty Avenue
Monty Avenue
1500
1992
100
70
30
$24,000
7
7
Good
Unlikely
Moderate
M
2
2082
10
2092
2092
2192
71
4180
Storm Manhole
Storm Manhole - Leeson Street
Leeson Street
1500
1992
100
70
30
$24,000
7
7
Good
Unlikely
Moderate
M
2
2082
10
2092
2092
2192
71
4181
Storm Manhole
Storm Manhole - Leeson Street
Leeson Street
1500
1992
100
70
30
$24,000
7
7
Good
Unlikely
Moderate
M
2
2082
10
2092
2092
2192
71
4182
Storm Manhole
Storm Manhole - Leeson Street
Leeson Street
1500
1992
100
70
30
$24,000
7
7
Good
Unlikely
Moderate
M
2
2082
10
2092
2092
2192
71
4183
Storm Manhole
Storm Manhole - Leeson Street
Leeson Street
1500
1992
100
70
30
$24,000
7
7
Good
Unlikely
Moderate
M
2
2082
10
2092
2092
2192
71
4184
Storm Manhole
Storm Manhole - Leeson Street
Leeson Street
1500
1992
100
70
30
$24,000
7
7
Good
Unlikely
Moderate
M
2
2082
10
2092
2092
2192
71
Fixed
Asset #
Asset Type / SubType
Asset Name
Road Name
Road From
Road To
Access
diameter
(mm)
Install
Year
Useful
Life
Remaining
Useful Life
Age
Replacement
Cost
Condition
Based On
Useful Life
Assessed
Condition
Condition
Used for
Analysis
Asset
Condition
(As per Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence
of Failure
Risk of
Failure
Numerical
Value of Risk of
Failure
Year
Replacement Due
To Minimmal
Maintenance
Practices
Current
Levels of
Service %
benefit
Revised Levels
Service
Replacement
Year
Year
Replacement
Applying Risk
Score
Subsequent
Replacement
Year
Revised
Remaining
Useful Life
100
74.7
25.3
$ 3,710,000
7.4
1.4
4185
Storm Manhole
Storm Manhole - Leeson Street
Leeson Street
1500
1992
100
70
30
$24,000
7
7
Good
Unlikely
Moderate
M
2
2082
10
2092
2092
2192
71
4186
Storm Manhole
Manhole - Emma Street
Emma Street
1500
1969
100
47
53
$24,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4187
Storm Manhole
Manhole - Mill Street
Mill Street
1500
1969
100
47
53
$24,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4188
Storm Manhole
Manhole - Amaranth Street
Amaranth Street
1500
1969
100
47
53
$24,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4189
Storm Manhole
Manhole - Main Street
Main Street
1500
1969
100
47
53
$24,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4190
Storm Manhole
Manhole - Luther Road
Luther Road
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4191
Storm Manhole
Manhole - Luther Road
Luther Road
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4192
Storm Manhole
Manhole - Luther Road
Luther Road
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4193
Storm Manhole
Manhole - Luther Road
Luther Road
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4194
Storm Manhole
Manhole - Crozier Street
Crozier Street
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4195
Storm Manhole
Manhole - Crozier Street
Crozier Street
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4196
Storm Manhole
Manhole - Crozier Street
Crozier Street
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4197
Storm Manhole
Manhole - Crozier Street
Crozier Street
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4198
Storm Manhole
Manhole - Crozier Street
Crozier Street
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4199
Storm Manhole
Manhole - Crozier Street
Crozier Street
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4200
Storm Manhole
Manhole - Crozier Street
Crozier Street
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4244
Storm Manhole
Manhole - Leeson Street
Leeson Street
Amaranth Street
Douglas Street
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
4425
Storm Manhole
STORM MANHOLE #1
STORM MANHOLE #1
1800
2014
100
92
8
$26,000
9
9
Very Good
Rare
Moderate
L
1
2104
10
2114
2114
2214
93
4426
Storm Manhole
STORM MANHOLE #2
STORM MANHOLE #2
1800
2014
100
92
8
$26,000
9
9
Very Good
Rare
Moderate
L
1
2104
10
2114
2114
2214
93
4427
Storm Manhole
STORM MANHOLE #3
STORM MANHOLE #3
2400
2014
100
92
8
$30,000
9
9
Very Good
Rare
Moderate
L
1
2104
10
2114
2114
2214
93
4428
Storm Manhole
STORM MANHOLE #4
STORM MANHOLE #4
2400
2014
100
92
8
$30,000
9
9
Very Good
Rare
Moderate
L
1
2104
10
2114
2114
2214
93
4429
Storm Manhole
STORM MANHOLE #5
STORM MANHOLE #5
1200
2014
100
92
8
$22,000
9
9
Very Good
Rare
Moderate
L
1
2104
10
2114
2114
2214
93
4430
Storm Manhole
STORM MANHOLE #6
STORM MANHOLE #6
1800
2014
100
92
8
$26,000
9
9
Very Good
Rare
Moderate
L
1
2104
10
2114
2114
2214
93
4512
Storm Manhole
Manhole - Amaranth Street
Amaranth Street
Main Street
1800
1975
100
53
47
$26,000
5
5
Average
Possible
Moderate
M
2
2065
10
2075
2075
2175
53
4527
Storm Manhole
Storm Manhole - Main Street
173353 Main St N Grand Valley Dufferin
County ON L0N 1G0 CA
1996
100
74
26
$22,000
7
7
Good
Unlikely
Moderate
M
2
2086
10
2096
2096
2196
74
4563
Storm Manhole
Manhole - Amaranth Street
Amaranth Street
Leeson Street
Taylor Drive
1500
2013
100
91
9
$24,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
91
4565
Storm Manhole
Manhole - Amaranth Street
Amaranth Street
Leeson Street
Taylor Drive
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
91
4583
Storm Manhole
Manhole - Grundy Street
Grundy Cresent
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
91
4603
Storm Manhole
Manhole - Gier Street
28 Gier St. Grand Valley Dufferin County
ON L9W 5R3 CA
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
4614
Storm Manhole
Manhole - Leeson Street
49 Leeson St. Grand Valley Dufferin
County ON L9W 5S4 CA
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
47
4620
Storm Manhole
Storm Manhole - Taylor at south of Storm
Pond on East
Taylor at south of Storm Pond on East
2400
2013
100
91
9
$30,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4621
Storm Manhole
Storm Manhole - William Street at Lesson
William Street at Lesson
2400
2013
100
91
9
$30,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4623
Storm Manhole
Storm Manhole - William Street between
Lesson and Emma
William Street between Lesson and
Emma
2400
2013
100
91
9
$30,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4624
Storm Manhole
Storm Manhole - William Street at Emma
William Street at Emma
2400
2013
100
91
9
$30,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4625
Storm Manhole
Storm Manhole - William Street at Water
Street
William Street at Water Street
3900 x 2400
2013
100
91
9
$30,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4632
Storm Manhole
Storm Manhole - Mill Street
Mill Street
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4633
Storm Manhole
Sanitary Manhole - Mill Street
Mill Street
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4634
Storm Manhole
Storm Manhole - Taylor Drive
Taylor Drive
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4635
Storm Manhole
Storm Manhole - Taylor Drive
Taylor Drive
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4636
Storm Manhole
Storm Manhole - Taylor Drive
Taylor Drive
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4637
Storm Manhole
Storm Manhole - Taylor Drive
Taylor Drive
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4638
Storm Manhole
Storm Manhole - Taylor Drive
Taylor Drive
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4639
Storm Manhole
Storm Manhole - Taylor Drive
Taylor Drive
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
Fixed
Asset #
Asset Type / SubType
Asset Name
Road Name
Road From
Road To
Access
diameter
(mm)
Install
Year
Useful
Life
Remaining
Useful Life
Age
Replacement
Cost
Condition
Based On
Useful Life
Assessed
Condition
Condition
Used for
Analysis
Asset
Condition
(As per Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence
of Failure
Risk of
Failure
Numerical
Value of Risk of
Failure
Year
Replacement Due
To Minimmal
Maintenance
Practices
Current
Levels of
Service %
benefit
Revised Levels
Service
Replacement
Year
Year
Replacement
Applying Risk
Score
Subsequent
Replacement
Year
Revised
Remaining
Useful Life
100
74.7
25.3
$ 3,710,000
7.4
1.4
4640
Storm Manhole
Storm Manhole - Taylor Drive
Taylor Drive
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4641
Storm Manhole
Storm Manhole - Taylor Drive
Taylor Drive
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4642
Storm Manhole
Storm Manhole - Taylor Drive
Taylor Drive
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4643
Storm Manhole
Storm Manhole - Taylor Drive
Taylor Drive
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4663
Storm Manhole
Storm Manhole - Taylor Drive
Taylor Drive
1500
2013
100
91
9
$24,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4664
Storm Manhole
Storm Manhole - Taylor Drive
Taylor Drive
1500
2013
100
91
9
$24,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4665
Storm Manhole
Storm Manhole with flow splitter and 200mm
concrete weir - Taylor Drive
Taylor Drive
1500
2013
100
91
9
$24,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4666
Storm Manhole
Storm Manhole - Melody Lane
Melody Lane
1800
2013
100
91
9
$26,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4667
Storm Manhole
Storm Manhole - Melody Lane
Melody Lane
1500
2013
100
91
9
$24,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4668
Storm Manhole
Storm Manhole - Melody Lane
Melody Lane
1500
2013
100
91
9
$24,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4669
Storm Manhole
Storm Manhole - Melody Lane
Melody Lane
1500
2013
100
91
9
$24,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4670
Storm Manhole
Storm Manhole - Water Street
Water Street
1500
1992
100
70
30
$24,000
7
7
Good
Unlikely
Moderate
M
2
2082
10
2092
2092
2192
71
4671
Storm Manhole
Storm Manhole - Taylor Drive between Mill and
William
Taylor Drive between Mill and William
2400
2013
100
91
9
$30,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4672
Storm Manhole
Storm Manhole - Taylor at south of the Storm
Pond
Taylor at south of the Storm Pond
2400
2013
100
91
9
$30,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4676
Storm Manhole
Storm Manhole - Water Street
Water Street
1500
1992
100
70
30
$24,000
7
7
Good
Unlikely
Moderate
M
2
2082
10
2092
2092
2192
71
4678
Storm Manhole
Storm Manhole - Monty Avenue
Monty Avenue
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4679
Storm Manhole
Storm Manhole - Taylor Drive south of
Amaranth (east side)
Taylor Drive south of Amaranth (east
side)
2400
2013
100
91
9
$30,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4680
Storm Manhole
Storm Manhole - Taylor Drive north of Mill
Taylor Drive north of Mill
2400
2013
100
91
9
$30,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4681
Storm Manhole
Storm Manhole - Taylor Drive at Mill
Taylor Drive at Mill
2400
2013
100
91
9
$30,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4682
Storm Manhole
Storm Manhole - Taylor Drive south of
Amaranth
Taylor Drive south of Amaranth
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4683
Storm Manhole
Storm Manhole - Taylor Drive
Taylor Drive
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4684
Storm Manhole
Storm Manhole - Taylor Drive
Taylor Drive
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4685
Storm Manhole
Storm Manhole - Taylor Drive
Taylor Drive
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4686
Storm Manhole
Storm Manhole - Mill Street
Mill Street
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4690
Storm Manhole
Storm Manhole - Emma Street
Emma Street
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
4692
Storm Manhole
Storm Manhole - Luther Road
Luther Road
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4693
Storm Manhole
Storm Manhole - Joyce Court
Joyce Court
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
4694
Storm Manhole
Storm Manhole - William Street - North
Backyard
North Backyard
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
5240
Storm Manhole
Storm Runoff Manhole - Rear Lot - 26 Mount
Haven Cresent
26 Mount Haven Cresent
2400
1995
100
73
27
$30,000
7
7
Good
Unlikely
Moderate
M
2
2085
10
2095
2095
2195
74
5241
Storm Manhole
Storm Runoff Manhole - Rear Lot - 24 Mount
Haven Cresent
24 Mount Haven Cresent
1500
1995
100
73
27
$24,000
7
7
Good
Unlikely
Moderate
M
2
2085
10
2095
2095
2195
74
5335
Storm Manhole
Storm Runoff Manhole - Wastewater
Treatment Plant - Industrial Road
Industrial Road
1500
2013
100
91
9
$24,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
92
5337
Storm Manhole
Storm Runoff Manhole - Rear Lot, East of
Crozier Street
Rear Lot, East of Crozier Street
1200
1969
100
47
53
$22,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
2069
2169
48
5563
Storm Manhole
Manhole - Amaranth Street
Amaranth Street
Mayberry Drive
1200
2013
100
91
9
$22,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
91
5567
Storm Manhole
Manhole - Meldy Lane
Melody Lane
1500
2013
100
91
9
$24,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
2113
2213
91
7300
Storm Manhole
Storm Manhole - Beam Street
Beam Street
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7301
Storm Manhole
Storm Manhole - Beam Street
Beam Street
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7302
Storm Manhole
Storm Manhole - Beam Street
Beam Street
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7303
Storm Manhole
Storm Manhole - Beam Street
Beam Street
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7304
Storm Manhole
Storm Manhole - Beam Street
Beam Street
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7305
Storm Manhole
Storm Manhole - Beam Street
Beam Street
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7306
Storm Manhole
Storm Manhole - Beam Street
Beam Street
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7307
Storm Manhole
Storm Manhole - Hillborn Street
Hillborn Street
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
Fixed
Asset #
Asset Type / SubType
Asset Name
Road Name
Road From
Road To
Access
diameter
(mm)
Install
Year
Useful
Life
Remaining
Useful Life
Age
Replacement
Cost
Condition
Based On
Useful Life
Assessed
Condition
Condition
Used for
Analysis
Asset
Condition
(As per Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence
of Failure
Risk of
Failure
Numerical
Value of Risk of
Failure
Year
Replacement Due
To Minimmal
Maintenance
Practices
Current
Levels of
Service %
benefit
Revised Levels
Service
Replacement
Year
Year
Replacement
Applying Risk
Score
Subsequent
Replacement
Year
Revised
Remaining
Useful Life
100
74.7
25.3
$ 3,710,000
7.4
1.4
7308
Storm Manhole
Storm Manhole - Hillborn Street
Hillborn Street
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7309
Storm Manhole
Storm Manhole - Hillborn Street
Hillborn Street
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7310
Storm Manhole
Storm Manhole - Hillborn Street
Hillborn Street
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7311
Storm Manhole
Storm Manhole - Mayberry Drive
Mayberry Drive
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7312
Storm Manhole
Storm Manhole - Mayberry Drive
Mayberry Drive
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7313
Storm Manhole
Storm Manhole - Mayberry Drive
Mayberry Drive
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7314
Storm Manhole
Storm Manhole - Mayberry Drive
Mayberry Drive
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7315
Storm Manhole
Storm Manhole - MacIntyre Lane
MacIntyre Lane
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7316
Storm Manhole
Storm Manhole - Mayberry Drive
Mayberry Drive
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7317
Storm Manhole
Storm Manhole - Mayberry Drive
Mayberry Drive
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7318
Storm Manhole
Storm Manhole - MacIntyre Lane
MacIntyre Lane
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7319
Storm Manhole
Storm Manhole - MacIntyre Lane
MacIntyre Lane
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7320
Storm Manhole
Storm Manhole - Mayberry Drive
Mayberry Drive
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7321
Storm Manhole
Storm Manhole - Ritchie Drive
Ritchie Drive
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7322
Storm Manhole
Storm Manhole - Ritchie Drive
Ritchie Drive
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7323
Storm Manhole
Storm Manhole - Ritchie Drive
Ritchie Drive
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7324
Storm Manhole
Storm Manhole - Ritchie Drive
Ritchie Drive
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7325
Storm Manhole
Storm Manhole - Ritchie Drive
Ritchie Drive
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7326
Storm Manhole
Storm Manhole - Ritchie Drive
Ritchie Drive
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7327
Storm Manhole
Storm Manhole - Ritchie Drive
Ritchie Drive
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7328
Storm Manhole
Storm Manhole - Stuckey Lane
Stuckey Lane
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7329
Storm Manhole
Storm Manhole - Hunt Street
Hunt Street
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7330
Storm Manhole
Storm Manhole - Jenkins Street
Jenkins Street
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7331
Storm Manhole
Storm Manhole - Hunt Street
Hunt Street
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7332
Storm Manhole
Storm Manhole - Hunt Street
Hunt Street
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7333
Storm Manhole
Storm Manhole - Stuckey Lane
Stuckey Lane
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7334
Storm Manhole
Storm Manhole - Stuckey Lane
Stuckey Lane
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7335
Storm Manhole
Storm Manhole - Stuckey Lane
Stuckey Lane
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7336
Storm Manhole
Storm Manhole - Stuckey Lane
Stuckey Lane
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7337
Storm Manhole
Storm Manhole - Stuckey Lane
Stuckey Lane
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
7338
Storm Manhole
Storm Manhole - MacIntyre Lane
MacIntyre Lane
1200
2015
100
93
7
$22,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
94
Storm - Gravity Main Inventory - Tax Funded
Fixed
Asset #
Asset Type Sub-Type
Asset Name
Street
ID
Street Name
From
To
Diameter
(mm)
Length
(m)
Material
Install
Year
Useful
Life
Remaining
Useful Life
Age
Replacement
Cost (2022)
Condition
Based On
Useful Life
Inspection
Condition
Condition
Used for
Analysis
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence
Failure
of Risk of
Failure
Numerical
Value of
Risk of
Failure
Year
Replacement
due to minimal
maintenance
practices
Current
Levels of
Service
% benefit
Revised Levels
Service
Replacement
Year
Year
Replacement
Applying Risk
Score
Revised
Remaining
Useful Life
12,168
97
71
27
6,630,110
7
1
3272
Storm/Sanitary - Gravity
Main
Storm Sewer - King Street
King Street
Mill Street
Amaranth Street
300
17.7
Concrete Pipe
1969
100
47
53
$6,195
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3273
Storm/Sanitary - Gravity
Main
Storm Sewer - King Street
King Street
Mill Street
Amaranth Street
300
19
Concrete Pipe
1969
100
47
53
$6,650
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3274
Storm/Sanitary - Gravity
Main
Storm Sewer - Amaranth Street
Amaranth Street
Crozier Street
Pondsford Street
375
14.6
Concrete Pipe
1969
100
47
53
$5,110
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3275
Storm/Sanitary - Gravity
Main
Storm Sewer - Amaranth Street
Amaranth Street
King Street
Crozier Street
375
36.8
Concrete Pipe
1969
100
47
53
$12,880
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3276
Storm/Sanitary - Gravity
Main
Storm Sewer - Amaranth Street
Amaranth Street
375
9.1
Concrete Pipe
1969
100
47
53
$3,185
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3277
Storm/Sanitary - Gravity
Main
Storm Sewer - Ponsford Road
Ponsford Street
Mill Street
Amaranth Street
450
72.4
Concrete Pipe
1969
100
47
53
$28,960
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3278
Storm/Sanitary - Gravity
Main
Storm Sewer - Ponsford Street
Ponsford Street
Mill Street
Amaranth Street
450
20.2
Concrete Pipe
1969
100
47
53
$8,080
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3280
Storm/Sanitary - Gravity
Main
Storm Sewer - Ponsford Street
Ponsford Street
Mill Street
Amaranth Street
450
72.6
Concrete Pipe
1969
100
47
53
$29,040
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3283
Storm/Sanitary - Gravity
Main
Storm Sewer - Mill Street
Mill Street
Main Street
East Back Lane
250
32.4
Concrete Pipe
1969
100
47
53
$11,340
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3284
Storm/Sanitary - Gravity
Main
Storm Sewer - Mill Street
Mill Street
Main Street
King Street
250
52.2
Concrete Pipe
1969
100
47
53
$18,270
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3285
Storm/Sanitary - Gravity
Main
Storm Sewer - Catch Basin Lead - Mill Street
Mill Street
Main Street
King Street
250
2.7
Concrete Pipe
1969
100
47
53
$945
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3286
Storm/Sanitary - Gravity
Main
Storm Sewer - Main Street
Main Street
Water Street
Mill Street
1220
22.4
Concrete Pipe
1969
100
47
53
$28,000
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3287
Storm/Sanitary - Gravity
Main
Storm Sewer - Main Street
Main Street
Water Street
Mill Street
300
10.8
Concrete Pipe
1969
100
47
53
$3,780
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3288
Storm/Sanitary - Gravity
Main
Storm Sewer - Main Street
Main Street
Water Street
Mill Street
1220
70.2
Concrete Pipe
1969
100
47
53
$87,750
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3289
Storm/Sanitary - Gravity
Main
Storm Sewer - Main Street
Main Street
Water Street
Mill Street
1220
51.2
Concrete Pipe
1969
100
47
53
$64,000
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3290
Storm/Sanitary - Gravity
Main
Storm Sewer - Main Street
Main Street
1220
55
Concrete Pipe
1969
100
47
53
$68,750
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3291
Storm/Sanitary - Gravity
Main
Storm Sewer - Main Street
Main Street
1220
89
Concrete Pipe
1969
100
47
53
$111,250
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3292
Storm/Sanitary - Gravity
Main
Storm Sewer - Main Street
Main Street
Water Street
Mill Street
1220
20.1
Concrete Pipe
1969
100
47
53
$25,125
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3293
Storm/Sanitary - Gravity
Main
Storm Sewer - Main Street
Main Street
Mill Street
Amaranth Street
1220
50.4
Concrete Pipe
1969
100
47
53
$63,000
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3294
Storm/Sanitary - Gravity
Main
Storm Sewer - Main Street
Main Street
Mill Street
Amaranth Street
1220
47.4
Concrete Pipe
1969
100
47
53
$59,250
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3295
Storm/Sanitary - Gravity
Main
Storm Sewer - Main Street
Main Street
Mill Street
Amaranth Street
1220
49.7
Concrete Pipe
1969
100
47
53
$62,125
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3298
Storm/Sanitary - Gravity
Main
Storm Sewer - Crozier Street
Crozier Street
Amaranth Street
Gier Street
375
51.4
Concrete Pipe
1969
100
47
53
$17,990
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3299
Storm/Sanitary - Gravity
Main
Storm Sewer - Crozier Street
Crozier Street
Amaranth Street
Gier Street
375
12.6
Concrete Pipe
1969
100
47
53
$4,410
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3300
Storm/Sanitary - Gravity
Main
Storm Sewer - Crozier Street
Crozier Street
Gier Street
Webb Street
375
8.7
Concrete Pipe
1969
100
47
53
$3,045
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3301
Storm/Sanitary - Gravity
Main
Storm Sewer - King Street
King Street
East Back Lane
King Street
300
55.2
Concrete Pipe
1969
100
47
53
$19,320
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3302
Storm/Sanitary - Gravity
Main
Storm Sewer Outfall - Main Street
Main Street
Water Street
Mill Street
450
20.5
Concrete Pipe
1969
100
47
53
$8,200
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3303
Storm/Sanitary - Gravity
Main
Storm Sewer - Main Street
Main Street
300
58
Concrete Pipe
1969
100
47
53
$20,300
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3304
Storm/Sanitary - Gravity
Main
Storm Sewer - Main Street
Main Street
River Street
George Street
300
8.6
Concrete Pipe
1969
100
47
53
$3,010
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3305
Storm/Sanitary - Gravity
Main
Storm Sewer - Mill Street
Mill Street
300
11
Concrete Pipe
1969
100
47
53
$3,850
5
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3306
Storm/Sanitary - Gravity
Main
Storm Sewer - Mill Street
Mill Street
Emma Street
West Bank Alley
250
23.2
Concrete Pipe
1969
100
47
53
$8,120
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3307
Storm/Sanitary - Gravity
Main
Storm Sewer - Mill Street
Mill Street
Emma Street
West Bank Alley
300
74.3
Concrete Pipe
1969
100
47
53
$26,005
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3308
Storm/Sanitary - Gravity
Main
Storm Sewer - Mill Street
Mill Street
Leeson Street
Emma Street
200
32.5
Concrete Pipe
1969
100
47
53
$11,375
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3309
Storm/Sanitary - Gravity
Main
Storm Sewer - Mill Street
Mill Street
Leeson Street
Emma Street
250
32.9
Concrete Pipe
1969
100
47
53
$11,515
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3310
Storm/Sanitary - Gravity
Main
Storm Sewer - Amaranth Street
Amaranth Street
Leeson Street
Emma Street
250
51.2
Concrete Pipe
1969
100
47
53
$17,920
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3311
Storm/Sanitary - Gravity
Main
Storm Sewer - Amaranth Street
Amaranth Street
Leeson Street
Emma Street
250
55.1
Concrete Pipe
1969
100
47
53
$19,285
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3312
Storm/Sanitary - Gravity
Main
Storm Sewer - Lesson Street
Leeson Street
Mill Street
Amaranth Street
250
9.8
Concrete Pipe
1969
100
47
53
$3,430
5
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3313
Storm/Sanitary - Gravity
Main
Storm Sewer - Concession Road 2-3
Concession Road 2-3
Sideroad 28-29
Leeson Street
250
49.8
Concrete Pipe
1969
100
47
53
$17,430
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3314
Storm/Sanitary - Gravity
Main
Storm Sewer - Main Street
Main Street
1350
11.5
Concrete Pipe
1969
100
47
53
$15,525
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3315
Storm/Sanitary - Gravity
Main
Storm Sewer - Mill Street
Mill Street
1350
10
Concrete Pipe
1969
100
47
53
$13,500
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3316
Storm/Sanitary - Gravity
Main
Storm Sewer - Main Street
Main Street
1350
6
Concrete Pipe
1969
100
47
53
$8,100
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3317
Storm/Sanitary - Gravity
Main
Storm Sewer Outfall - Main Street
Main Street
Water Street
River Street
1350
25.6
Concrete Pipe
1969
100
47
53
$34,560
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4201
Storm/Sanitary - Gravity
Main
Storm Sewer
Melody Lane
Water Street
Leeson Street
750
78.9
Concrete Pipe
1992
100
70
30
$39,450
7
7
Good
Unlikely
Minor
L
1
2082
10
2092
2092
70
4202
Storm/Sanitary - Gravity
Main
Storm Sewer
Monty Avenue
Leeson Street
End
375
55.4
Concrete Pipe
1992
100
70
30
$19,390
7
5
5
Average
Possible
Minor
M
2
2082
10
2092
2092
70
4203
Storm/Sanitary - Gravity
Main
Storm Sewer
Leeson Street
175m S Of Mill
Street
Mill Street
525
25.5
Concrete Pipe
1992
100
70
30
$12,750
7
5
5
Average
Possible
Minor
M
2
2082
10
2092
2092
70
4204
Storm/Sanitary - Gravity
Main
Storm Sewer
Leeson Street
175m S Of Mill
Street
Mill Street
600
78.7
Concrete Pipe
1992
100
70
30
$39,350
7
5
5
Average
Possible
Minor
M
2
2082
10
2092
2092
70
4205
Storm/Sanitary - Gravity
Main
Storm Sewer
Leeson Street
175m S Of Mill
Street
Mill Street
675
100.2
Concrete Pipe
1992
100
70
30
$50,100
7
5
5
Average
Possible
Minor
M
2
2082
10
2092
2092
70
4206
Storm/Sanitary - Gravity
Main
Storm Sewer
Leeson Street
175m S Of Mill
Street
Mill Street
675
100.1
Concrete Pipe
1992
100
70
30
$50,050
7
5
5
Average
Possible
Minor
M
2
2082
10
2092
2092
70
4207
Storm/Sanitary - Gravity
Main
Storm Sewer
Leeson Street
175m S Of Mill
Street
Mill Street
750
82.4
Concrete Pipe
1992
100
70
30
$41,200
7
5
5
Average
Possible
Minor
M
2
2082
10
2092
2092
70
4208
Storm/Sanitary - Gravity
Main
Storm Sewer
Leeson Street
175m S Of Mill
Street
Mill Street
750
95
Concrete Pipe
1992
100
70
30
$47,500
7
5
5
Average
Possible
Minor
M
2
2082
10
2092
2092
70
4209
Storm/Sanitary - Gravity
Main
Storm Sewer
Leeson Street
Melody Lane
175 M S. Of Mill
Street
750
59
Concrete Pipe
1992
100
70
30
$29,500
7
7
Good
Unlikely
Minor
L
1
2082
10
2092
2092
70
4210
Storm/Sanitary - Gravity
Main
Storm Sewer
Leeson Street
Melody Lane
175 M S. Of Mill
Street
750
36
Concrete Pipe
1992
100
70
30
$18,000
7
7
Good
Unlikely
Minor
L
1
2082
10
2092
2092
70
4211
Storm/Sanitary - Gravity
Main
Storm Sewer
Melody Lane
Water Street
Leeson Street
750
55.1
Concrete Pipe
1992
100
70
30
$27,550
7
7
Good
Unlikely
Minor
L
1
2082
10
2092
2092
70
Current Levels of Service
Fixed
Asset #
Asset Type Sub-Type
Asset Name
Street
ID
Street Name
From
To
Diameter
(mm)
Length
(m)
Material
Install
Year
Useful
Life
Remaining
Useful Life
Age
Replacement
Cost (2022)
Condition
Based On
Useful Life
Inspection
Condition
Condition
Used for
Analysis
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence
Failure
of Risk of
Failure
Numerical
Value of
Risk of
Failure
Year
Replacement
due to minimal
maintenance
practices
Current
Levels of
Service
% benefit
Revised Levels
Service
Replacement
Year
Year
Replacement
Applying Risk
Score
Revised
Remaining
Useful Life
4248
Storm/Sanitary - Gravity
Main
Storm Sewer
Main Street
1200
11
Concrete Pipe
1969
100
47
53
$13,750
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4249
Storm/Sanitary - Gravity
Main
Storm Sewer
900
22
Concrete Pipe
1969
100
47
53
$13,200
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4413
Storm/Sanitary - Gravity
Main
STORM SEWER FR:HEADWALL TO MANHOLE #1
Emma Street - Inland
Amaranth Street
Douglas Street
900
2.4
Concrete Pipe
2014
100
92
8
$1,440
9
9
Very Good
Rare
Minor
L
1
2104
10
2114
2114
92
4414
Storm/Sanitary - Gravity
Main
STORM SEWER FR:MANHOLE #1 TO:MANHOLE #2
Emma Street - Inland
Amaranth Street
Douglas Street
900
20
Concrete Pipe
2014
100
92
8
$12,000
9
9
Very Good
Rare
Minor
L
1
2104
10
2114
2114
92
4415
Storm/Sanitary - Gravity
Main
STORM SEWER FR:MANHOLE #2 TO:MANHOLE #3
Emma Street
Amaranth Street
Douglas Street
900
33.7
Concrete Pipe
2014
100
92
8
$20,220
9
9
Very Good
Rare
Minor
L
1
2104
10
2114
2114
92
4416
Storm/Sanitary - Gravity
Main
STORM SEWER FR:MANHOLE #3 TO:MANHOLE #4
Emma Street
Amaranth Street
Douglas Street
900
37
Concrete Pipe
2014
100
92
8
$22,200
9
9
Very Good
Rare
Minor
L
1
2104
10
2114
2114
92
4417
Storm/Sanitary - Gravity
Main
STORM SEWER - AMARANTH ST FR:MANHOLE #6 TO: MAIN ST
CATCH BASIN
Amaranth Street
Emma Street
Main Street
975
18.5
Concrete Pipe
2014
100
92
8
$11,100
9
9
Very Good
Rare
Minor
L
1
2104
10
2114
2114
92
4419
Storm/Sanitary - Gravity
Main
STORM SEWER - AMARANTH ST FR:MANHOLE #4 TO:MANHOLE
#6
Amaranth Street
Emma Street
Main Street
975
111.5
Concrete Pipe
2014
100
92
8
$66,900
9
9
Very Good
Rare
Minor
L
1
2104
10
2114
2114
92
4420
Storm/Sanitary - Gravity
Main
STORM SEWER - AMARANTH ST FR:MANHOLE #4 TO:DB CATCH
BASIN W OF EM/AM INTERSECTION
Amaranth Street
Leeson Street
Emma Street
375
15
Concrete Pipe
2014
100
92
8
$5,250
9
9
Very Good
Rare
Minor
L
1
2104
10
2114
2114
92
4421
Storm/Sanitary - Gravity
Main
STORM SEWER - EMMA ST FR:MANHOLE #5 TO:MANHOLE #5
Emma Street
Mill Street
Amaranth Street
375
28
Concrete Pipe
2014
100
92
8
$9,800
9
9
Very Good
Rare
Minor
L
1
2104
10
2114
2114
92
4423
Storm/Sanitary - Gravity
Main
STORM SEWER FR:E OF EMMA INLAND CATCH BASIN
TO:MANHOLE #7
West Bank Alley
Mill Street
Amaranth Street
450
9
Concrete Pipe
2014
100
92
8
$3,600
9
9
Very Good
Rare
Minor
L
1
2104
10
2114
2114
92
4697
Storm/Sanitary - Gravity
Main
250 mm Concrete Pipe Storm Sewer - Luther Road
Luther Road
250
15.8
Concrete Pipe
1969
100
47
53
$5,530
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4698
Storm/Sanitary - Gravity
Main
250 mm Concrete Pipe Storm Sewer - Luther Road
Luther Road
250
45.7
Concrete Pipe
1969
100
47
53
$15,995
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4700
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Luther Road
Luther Road
300
32.3
Concrete Pipe
1969
100
47
53
$11,305
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4701
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Luther Road
Luther Road
300
42.2
Concrete Pipe
1969
100
47
53
$14,770
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4704
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Amaranth Street
Amaranth Street
300
8.8
Concrete Pipe
1969
100
47
53
$3,080
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4705
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Concession Road 2-3
Concession Road 2-3
300
36.7
Concrete Pipe
1969
100
47
53
$12,845
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4706
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Concession Road 2-3
Concession Road 2-3
300
27.5
Concrete Pipe
1969
100
47
53
$9,625
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4707
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Concession Road 2-3
Concession Road 2-3
300
48.9
Concrete Pipe
1969
100
47
53
$17,115
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4708
Storm/Sanitary - Gravity
Main
250 mm Concrete Pipe Storm Sewer - Mill Street
Mill Street
Emma Street
West Bank Alley
250
18.5
Concrete Pipe
1969
100
47
53
$6,475
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4709
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Concession Road 2-3
Concession Road 2-3
300
42.5
Concrete Pipe
1969
100
47
53
$14,875
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4711
Storm/Sanitary - Gravity
Main
450 mm Concrete Pipe Storm Sewer - Luther Road
Luther Road
450
47.3
Concrete Pipe
1969
100
47
53
$18,920
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4712
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Webb Street
Webb Street
300
60.2
Concrete Pipe
1969
100
47
53
$21,070
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4713
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Douglas Street
Douglas Street
300
35.3
Concrete Pipe
1969
100
47
53
$12,355
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4714
Storm/Sanitary - Gravity
Main
450 mm Concrete Pipe Storm Sewer - Main Street
Main Street
Amaranth Street
450
22.6
Concrete Pipe
1969
100
47
53
$9,040
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4715
Storm/Sanitary - Gravity
Main
500 mm Concrete Pipe Storm Sewer - Main Street
Main Street
Amaranth Street
550
20.4
Concrete Pipe
1969
100
47
53
$10,200
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4718
Storm/Sanitary - Gravity
Main
1000 mm Concrete Pipe Storm Sewer - Mill Street South Backyard
West Bank Alley
Mill Street
1000
37
Concrete Pipe
1969
100
47
53
$46,250
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4719
Storm/Sanitary - Gravity
Main
1500 mm Concrete Pipe Storm Sewer - William Street
William Street
1500
67.2
Concrete Pipe
2013
100
91
9
$90,720
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4720
Storm/Sanitary - Gravity
Main
1500 mm Concrete Pipe Storm Sewer - William Street
William Street
1500
79.9
Concrete Pipe
2013
100
91
9
$107,865
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4721
Storm/Sanitary - Gravity
Main
1500 mm Concrete Pipe Storm Sewer - William Street
William Street
1500
24
Concrete Pipe
2013
100
91
9
$32,400
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4722
Storm/Sanitary - Gravity
Main
Other (See Notes) Concrete Pipe ASTM C 507M HE-I STORM,
Elliptical stm 1220x1920 - William Street
William Street
1920
82.2
Concrete Pipe
2013
100
91
9
$135,630
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4723
Storm/Sanitary - Gravity
Main
Other (See Notes) Concrete Pipe ASTM C 507M HE-I STORM,
Elliptical stm 1220x1920 - 1-11 Water St.
Water Street
William
1920
20.4
Concrete Pipe
2013
100
91
9
$33,660
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4724
Storm/Sanitary - Gravity
Main
1200 mm Concrete Pipe Storm Sewer - William Street
William Street
1200
22
Concrete Pipe
2013
100
91
9
$27,500
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4730
Storm/Sanitary - Gravity
Main
1200 mm Concrete Pipe Storm Sewer - William Street
William Street
1200
6.6
Concrete Pipe
2013
100
91
9
$8,250
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4735
Storm/Sanitary - Gravity
Main
600 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
600
100
Concrete Pipe
2013
100
91
9
$50,000
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4736
Storm/Sanitary - Gravity
Main
525 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
525
88.9
Concrete Pipe
2013
100
91
9
$44,450
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4737
Storm/Sanitary - Gravity
Main
375 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
375
47.9
Concrete Pipe
2013
100
91
9
$16,765
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4739
Storm/Sanitary - Gravity
Main
450 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
450
89.9
Concrete Pipe
2013
100
91
9
$35,960
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4753
Storm/Sanitary - Gravity
Main
1200 mm Concrete Pipe Outlet Storm Sewer - Taylor Drive
Taylor Drive
1200
71.8
Concrete Pipe
2013
100
91
9
$89,750
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4754
Storm/Sanitary - Gravity
Main
1200 mm Concrete Pipe Outlet Storm Sewer - Taylor Drive
Taylor Drive
1200
87.7
Concrete Pipe
2013
100
91
9
$109,625
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4755
Storm/Sanitary - Gravity
Main
1200 mm Concrete Pipe Outlet Storm Sewer - Taylor Drive
Taylor Drive
1200
58.9
Concrete Pipe
2013
100
91
9
$73,625
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4756
Storm/Sanitary - Gravity
Main
1200 mm Concrete Pipe Outlet Storm Sewer - Taylor Drive
Taylor Drive
1200
82.8
Concrete Pipe
2013
100
91
9
$103,500
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4758
Storm/Sanitary - Gravity
Main
525 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
525
87.9
Concrete Pipe
2013
100
91
9
$43,950
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4760
Storm/Sanitary - Gravity
Main
750 mm Concrete Pipe Storm Sewer - Melody Lane
Melody Lane
750
55
Concrete Pipe
2013
100
91
9
$27,500
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4761
Storm/Sanitary - Gravity
Main
750 mm Concrete Pipe Storm Sewer - Melody Lane
Melody Lane
750
21.2
Concrete Pipe
2013
100
91
9
$10,600
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4762
Storm/Sanitary - Gravity
Main
750 mm Concrete Pipe Storm Sewer - Melody Lane
Melody Lane
750
16.5
Concrete Pipe
2013
100
91
9
$8,250
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4763
Storm/Sanitary - Gravity
Main
750 mm Concrete Pipe Storm Sewer - Melody Lane
Melody Lane
750
81
Concrete Pipe
2013
100
91
9
$40,500
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4764
Storm/Sanitary - Gravity
Main
750 mm Concrete Pipe Storm Sewer - Melody Lane
Melody Lane
750
27
Concrete Pipe
2013
100
91
9
$13,500
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4765
Storm/Sanitary - Gravity
Main
750 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
750
25.2
Concrete Pipe
2013
100
91
9
$12,600
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4766
Storm/Sanitary - Gravity
Main
450 mm Concrete Pipe Storm Sewer - Mill Street
Mill Street
450
33.5
Concrete Pipe
2013
100
91
9
$13,400
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4767
Storm/Sanitary - Gravity
Main
525 mm Concrete Pipe Storm Sewer - Mill Street
Mill Street
525
52.5
Concrete Pipe
2013
100
91
9
$26,250
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4768
Storm/Sanitary - Gravity
Main
525 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
525
30.1
Concrete Pipe
2013
100
91
9
$15,050
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4769
Storm/Sanitary - Gravity
Main
750 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
750
24.4
Concrete Pipe
2013
100
91
9
$12,200
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
Fixed
Asset #
Asset Type Sub-Type
Asset Name
Street
ID
Street Name
From
To
Diameter
(mm)
Length
(m)
Material
Install
Year
Useful
Life
Remaining
Useful Life
Age
Replacement
Cost (2022)
Condition
Based On
Useful Life
Inspection
Condition
Condition
Used for
Analysis
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence
Failure
of Risk of
Failure
Numerical
Value of
Risk of
Failure
Year
Replacement
due to minimal
maintenance
practices
Current
Levels of
Service
% benefit
Revised Levels
Service
Replacement
Year
Year
Replacement
Applying Risk
Score
Revised
Remaining
Useful Life
4770
Storm/Sanitary - Gravity
Main
750 mm Concrete Pipe Storm Sewer - Mill Street East of Taylor Drive
Mill Street East of Taylor
Drive
750
26.3
Concrete Pipe
2013
100
91
9
$13,150
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4771
Storm/Sanitary - Gravity
Main
1200 mm Concrete Pipe Outlet Storm Sewer - Taylor Drive
Taylor Drive
1200
88
Concrete Pipe
2013
100
91
9
$110,000
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4772
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Taylor Drive East Backyard
Taylor Drive East Backyard
300
11.6
Concrete Pipe
2013
100
91
9
$4,060
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4773
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Taylor Drive East Backyard
Taylor Drive East Backyard
300
40.3
Concrete Pipe
2013
100
91
9
$14,105
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4774
Storm/Sanitary - Gravity
Main
1200 mm Concrete Pipe Storm Sewer - William Street
William Street
1200
17.9
Concrete Pipe
2013
100
91
9
$22,375
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4777
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Road Allowance for future
development (off Taylor Dr. west)
Road Allowance for future
development
300
53.9
Concrete Pipe
2013
100
91
9
$18,865
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4778
Storm/Sanitary - Gravity
Main
600 mm Concrete Pipe Storm Sewer - Road Allowance next to Taylor
Dr Park
Road Allowance next to the
Park for future development
600
51.2
Concrete Pipe
2013
100
91
9
$25,600
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4782
Storm/Sanitary - Gravity
Main
250 mm Concrete Pipe Storm Sewer - Concession Rd 2-3
Concession Rd 2-3
250
25.8
Concrete Pipe
2013
100
91
9
$9,030
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4784
Storm/Sanitary - Gravity
Main
250 mm Concrete Pipe Rearlot Catchbasin Lead - Concession Rd 2-3
Concession Rd 2-3
250
25.4
Concrete Pipe
2013
100
91
9
$8,890
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4786
Storm/Sanitary - Gravity
Main
250 mm Concrete Pipe Storm Sewer - Concession Rd 2-3
Concession Rd 2-3
250
34.5
Concrete Pipe
2013
100
91
9
$12,075
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4787
Storm/Sanitary - Gravity
Main
250 mm Concrete Pipe Storm Sewer - Concession Rd 2-3
Concession Rd 2-3
250
40.2
Concrete Pipe
2013
100
91
9
$14,070
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4788
Storm/Sanitary - Gravity
Main
375 mm Concrete Pipe Rearlot Catchbasin Lead - Mill Street
Mill Street
375
16.6
Concrete Pipe
2013
100
91
9
$5,810
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4789
Storm/Sanitary - Gravity
Main
375 mm Concrete Pipe Rearlot Catchbasin Lead - Mill Street
Mill Street
375
15.9
Concrete Pipe
2013
100
91
9
$5,565
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4791
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
300
11.8
Concrete Pipe
2013
100
91
9
$4,130
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4793
Storm/Sanitary - Gravity
Main
750 mm Concrete Pipe Storm Sewer - Water Street
Water Street
750
15.3
Concrete Pipe
1992
100
70
30
$7,650
7
7
Good
Unlikely
Minor
L
1
2082
10
2092
2092
70
4794
Storm/Sanitary - Gravity
Main
750 mm Concrete Pipe Storm Sewer - Water Street
Water Street
750
26.2
Concrete Pipe
1992
100
70
30
$13,100
7
7
Good
Unlikely
Minor
L
1
2082
10
2092
2092
70
4795
Storm/Sanitary - Gravity
Main
600 mm Concrete Pipe Storm Sewer - River Street
River Street
600
30
Concrete Pipe
1996
100
74
26
$15,000
7
7
Good
Unlikely
Minor
L
1
2086
10
2096
2096
74
4801
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Joyce Court
Joyce Court
300
58
Concrete Pipe
1969
100
47
53
$20,300
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4802
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Crozier Street
Crozier Street
300
42.3
Concrete Pipe
1969
100
47
53
$14,805
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4803
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Crozier Street
Crozier Street
300
44.1
Concrete Pipe
1969
100
47
53
$15,435
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4804
Storm/Sanitary - Gravity
Main
250 mm Concrete Pipe Storm Sewer - Mary Court
Mary Court
250
13.4
Concrete Pipe
1969
100
47
53
$4,690
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4805
Storm/Sanitary - Gravity
Main
250 mm Concrete Pipe Storm Sewer - William Street
William Street
250
40.6
Concrete Pipe
2013
100
91
9
$14,210
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4807
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Main Street
Main Street
Water Street
300
15.3
Concrete Pipe
1975
100
53
47
$5,355
5
5
Average
Possible
Minor
M
2
2065
10
2075
2075
53
4810
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Water Street
Water Street
300
30.9
Concrete Pipe
1975
100
53
47
$10,815
5
5
Average
Possible
Minor
M
2
2065
10
2075
2075
53
4811
Storm/Sanitary - Gravity
Main
375 mm Concrete Pipe Storm Sewer - Main Street
Main Street
Spruyt Avenue
Webb Street
375
113.4
Concrete Pipe
1975
100
53
47
$39,690
5
5
Average
Possible
Minor
M
2
2065
10
2075
2075
53
4812
Storm/Sanitary - Gravity
Main
450 mm Concrete Pipe Storm Sewer - Main Street
Main Street
Spruyt Avenue
Webb Street
450
76
Concrete Pipe
1975
100
53
47
$30,400
5
5
Average
Possible
Minor
M
2
2065
10
2075
2075
53
4813
Storm/Sanitary - Gravity
Main
450 mm Concrete Pipe Storm Sewer - Main Street
Main Street
Webb Street
Amaranth Street
450
81.2
Concrete Pipe
1975
100
53
47
$32,480
5
5
Average
Possible
Minor
M
2
2065
10
2075
2075
53
4814
Storm/Sanitary - Gravity
Main
450 mm Concrete Pipe Storm Sewer - Main Street
Main Street
Webb Street
Amaranth Street
450
60.2
Concrete Pipe
1975
100
53
47
$24,080
5
5
Average
Possible
Minor
M
2
2065
10
2075
2075
53
4815
Storm/Sanitary - Gravity
Main
450 mm Concrete Pipe Storm Sewer - Main Street
Main Street
Webb Street
Amaranth Street
450
52.6
Concrete Pipe
1975
100
53
47
$21,040
5
5
Average
Possible
Minor
M
2
2065
10
2075
2075
53
4816
Storm/Sanitary - Gravity
Main
450 mm Concrete Pipe Storm Sewer - Main Street
Main Street
Webb Street
Amaranth Street
450
42.5
Concrete Pipe
1975
100
53
47
$17,000
5
5
Average
Possible
Minor
M
2
2065
10
2075
2075
53
4817
Storm/Sanitary - Gravity
Main
450 mm Concrete Pipe Storm Sewer - Main Street
Main Street
Webb Street
Amaranth Street
450
52.7
Concrete Pipe
1975
100
53
47
$21,080
5
5
Average
Possible
Minor
M
2
2065
10
2075
2075
53
4818
Storm/Sanitary - Gravity
Main
1200 mm Concrete Pipe Storm Sewer - Amaranth Street
Amaranth Street
Main Street West
side
Main Street East
Side
1200
18.2
Concrete Pipe
1975
100
53
47
$22,750
5
5
Average
Possible
Minor
M
2
2065
10
2075
2075
53
4819
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Mill Street
Mill Street
300
46.9
Concrete Pipe
1969
100
47
53
$16,415
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4820
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Mill Street
Mill Street
300
20.3
Concrete Pipe
1969
100
47
53
$7,105
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4824
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Bielby Street
Bielby Street
300
45.7
Concrete Pipe
1969
100
47
53
$15,995
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4825
Storm/Sanitary - Gravity
Main
300mm Concrete Pipe Storm Sewer - Bielby Street
Bielby Street
300
8.5
Concrete Pipe
1969
100
47
53
$2,975
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4826
Storm/Sanitary - Gravity
Main
300mm Concrete Pipe Storm Sewer - Gier Street
Gier Street
300
8.7
Concrete Pipe
1969
100
47
53
$3,045
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4827
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Gier Street
Gier Street
300
62.9
Concrete Pipe
1969
100
47
53
$22,015
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4828
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Gier Street
Gier Street
300
54.7
Concrete Pipe
1969
100
47
53
$19,145
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4829
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Crozier Street
Crozier Street
300
12.3
Concrete Pipe
1969
100
47
53
$4,305
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4830
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Crozier Street
Crozier Street
300
45
Concrete Pipe
1969
100
47
53
$15,750
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4831
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Crozier Street
Crozier Street
300
50.4
Concrete Pipe
1969
100
47
53
$17,640
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4832
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Crozier Street
Crozier Street
300
69.7
Concrete Pipe
1969
100
47
53
$24,395
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4833
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Crozier Street
Crozier Street
300
52.5
Concrete Pipe
1969
100
47
53
$18,375
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4835
Storm/Sanitary - Gravity
Main
375 mm Concrete Pipe Storm Sewer - Crozier Street
Crozier Street
375
32.8
Concrete Pipe
1969
100
47
53
$11,480
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4836
Storm/Sanitary - Gravity
Main
375 mm Concrete Pipe Storm Sewer - Crozier Street
Crozier Street
375
10.6
Concrete Pipe
1969
100
47
53
$3,710
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4845
Storm/Sanitary - Gravity
Main
600 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
600
122
Concrete Pipe
2013
100
91
9
$61,000
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4846
Storm/Sanitary - Gravity
Main
975 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
975
24.3
Concrete Pipe
2013
100
91
9
$14,580
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4847
Storm/Sanitary - Gravity
Main
975 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
975
21.2
Concrete Pipe
2013
100
91
9
$12,720
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4848
Storm/Sanitary - Gravity
Main
975 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
975
20.4
Concrete Pipe
2013
100
91
9
$12,240
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4849
Storm/Sanitary - Gravity
Main
900 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
900
18.5
Concrete Pipe
2013
100
91
9
$11,100
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4850
Storm/Sanitary - Gravity
Main
975 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
975
12.9
Concrete Pipe
2013
100
91
9
$7,740
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4851
Storm/Sanitary - Gravity
Main
600 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
600
83.4
Concrete Pipe
2013
100
91
9
$41,700
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
Fixed
Asset #
Asset Type Sub-Type
Asset Name
Street
ID
Street Name
From
To
Diameter
(mm)
Length
(m)
Material
Install
Year
Useful
Life
Remaining
Useful Life
Age
Replacement
Cost (2022)
Condition
Based On
Useful Life
Inspection
Condition
Condition
Used for
Analysis
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence
Failure
of Risk of
Failure
Numerical
Value of
Risk of
Failure
Year
Replacement
due to minimal
maintenance
practices
Current
Levels of
Service
% benefit
Revised Levels
Service
Replacement
Year
Year
Replacement
Applying Risk
Score
Revised
Remaining
Useful Life
4852
Storm/Sanitary - Gravity
Main
825 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
825
69.3
Concrete Pipe
2013
100
91
9
$41,580
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4853
Storm/Sanitary - Gravity
Main
825 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
825
33.5
Concrete Pipe
2013
100
91
9
$20,100
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4854
Storm/Sanitary - Gravity
Main
900 mm Concrete Pipe Storm Sewer - Taylor Drive
Taylor Drive
900
57.6
Concrete Pipe
2013
100
91
9
$34,560
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4864
Storm/Sanitary - Gravity
Main
250 mm Concrete Pipe Storm Sewer - Joyce Court
Joyce Court
250
16
Concrete Pipe
1969
100
47
53
$5,600
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4865
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Crozier Street
Crozier Street
300
5.9
Concrete Pipe
1969
100
47
53
$2,065
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4866
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Crozier Street
Crozier Street
300
6.5
Concrete Pipe
1969
100
47
53
$2,275
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4867
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Crozier Street
Crozier Street
300
4.1
Concrete Pipe
1969
100
47
53
$1,435
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4868
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Crozier Street
Crozier Street
300
61.5
Concrete Pipe
1969
100
47
53
$21,525
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4872
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Crozier Street
Crozier Street
300
46.9
Concrete Pipe
1969
100
47
53
$16,415
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4873
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Crozier Street
Crozier Street
300
46.2
Concrete Pipe
1969
100
47
53
$16,170
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4874
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Main Street
Main Street
Park View Street
300
16.8
Concrete Pipe
1969
100
47
53
$5,880
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4875
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer Outfall - Main Street
Main Street
Park View Street
300
26.7
Concrete Pipe
1969
100
47
53
$9,345
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4876
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Main Street
Main Street
River Street
George Street
300
28.2
Concrete Pipe
1969
100
47
53
$9,870
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4877
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Main Street
Main Street
River Street
George Street
300
25.5
Concrete Pipe
1969
100
47
53
$8,925
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4878
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer Outfall - 106 Main St.
Main Street
River Street
George Street
300
37.2
Concrete Pipe
1969
100
47
53
$13,020
5
7
7
Good
Unlikely
Minor
L
1
2059
10
2069
2069
47
4879
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Main Street
Main Street
River Street
George Street
300
9.4
Concrete Pipe
1969
100
47
53
$3,290
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4880
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Cooper Street
Cooper Street
300
53
Concrete Pipe
1969
100
47
53
$18,550
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4881
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer - Cooper Street
Cooper Street
300
12.8
Concrete Pipe
1969
100
47
53
$4,480
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4883
Storm/Sanitary - Gravity
Main
400 mm HDPE Pipe Storm Sewer and outfall - 7 River Street
River Street
400
28.5
Concrete Pipe
2022
100
100
0
$9,975
10
10
10
Very Good
Rare
Minor
L
1
2112
10
2122
2122
100
4884
Storm/Sanitary - Gravity
Main
300 mm Concrete Pipe Storm Sewer Outfall - 23 River Street
River Street
150
42.7
Concrete Pipe
1969
100
47
53
$14,945
5
7
7
Good
Unlikely
Minor
L
1
2059
10
2069
2069
47
5229
Storm/Sanitary - Gravity
Main
- Storm Sewer - Rear Lot 10 Main Street
Main Street
West Bank Alley
1000
51.8
Concrete Pipe
1969
100
47
53
$64,750
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
5230
Storm/Sanitary - Gravity
Main
- Storm Sewer - Rear Lot 50 Leeson Street
Leeson Street
1500
15.7
Concrete Pipe
1969
100
47
53
$22,765
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
5231
Storm/Sanitary - Gravity
Main
- Storm Sewer - Rear Lot 50 Leeson Street
Leeson Street
1500
48.5
Concrete Pipe
1969
100
47
53
$70,325
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
5232
Storm/Sanitary - Gravity
Main
Two 750mm
52
- Storm Sewer pipes - road crossing flow from Rear Lot
Leeson Street
Road Crossing
1500
17.2
Concrete Pipe
1969
100
47
53
$24,940
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
5233
Storm/Sanitary - Gravity
Main
- Storm Sewer - West Bank Alley
West Bank Alley
450
83.9
Concrete Pipe
1969
100
47
53
$33,560
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
5234
Storm/Sanitary - Gravity
Main
- Storm Sewer - Mill Street
Mill Street
West Bank Alley
1000
6.8
Concrete Pipe
1969
100
47
53
$8,500
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
5235
Storm/Sanitary - Gravity
Main
- Storm Sewer - Rear Lot - 41 Lesson Street
Leeson Street
900
28.5
Concrete Pipe
1969
100
47
53
$17,100
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
5239
Storm/Sanitary - Gravity
Main
900 mm - Storm Sewer Outfall - Rear Lot 26 Mount Haven Cresent
Mount Haven Cresent
900
144.5
Concrete Pipe
1995
100
73
27
$86,700
7
7
Good
Unlikely
Minor
L
1
2085
10
2095
2095
73
5242
Storm/Sanitary - Gravity
Main
825 mm - Storm Sewer Outfall - Rear Lot 26 Mount Haven Cresent
Mount Haven Cresent
825
14
Concrete Pipe
1995
100
73
27
$8,400
7
7
7
Good
Unlikely
Minor
L
1
2085
10
2095
2095
73
5243
Storm/Sanitary - Gravity
Main
600 mm - Storm Sewer Outfall - Rear Lot 26 Mount Haven Cresent
Mount Haven Cresent
600
50
Concrete Pipe
1995
100
73
27
$25,000
7
7
7
Good
Unlikely
Minor
L
1
2085
10
2095
2095
73
5244
Storm/Sanitary - Gravity
Main
250 mm - Storm Sewer Outfall - Rear Lot 26 Mount Haven Cresent
Mount Haven Cresent
250
14.4
Concrete Pipe
1995
100
73
27
$5,040
7
7
7
Good
Unlikely
Minor
L
1
2085
10
2095
2095
73
5291
Storm/Sanitary - Gravity
Main
Storm Sewer Outlet Ditching - Rear Lot, East of Crozier Street
Crozier Street
450
10.4
Concrete Pipe
1969
100
47
53
$4,160
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
5303
Storm/Sanitary - Gravity
Main
Storm Sewer - Rear Lot, East of Crozier Street
Crozier Street
450
88.6
Concrete Pipe
1969
100
47
53
$35,440
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
5355
Storm/Sanitary - Gravity
Main
300mm Concrete Pipe Storm Sewer - Gier Street
Gier Street
300
130.7
Concrete Pipe
1969
100
47
53
$45,745
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
7339
Storm/Sanitary - Gravity
Main
Beam Street - 300 mm CP Storm
Beam Street
300
48.9
Concrete Pipe
2015
100
93
7
$17,115
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7340
Storm/Sanitary - Gravity
Main
Beam Street - 375 mm CP Storm
Beam Street
375
11.3
Concrete Pipe
2015
100
93
7
$3,955
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7341
Storm/Sanitary - Gravity
Main
Beam Street - 525 mm CP Storm
Beam Street
525
66.7
Concrete Pipe
2015
100
93
7
$33,350
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7342
Storm/Sanitary - Gravity
Main
Hillborn Street - 300 mm CP Storm
Hillborn Street
300
11.6
Concrete Pipe
2015
100
93
7
$4,060
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7343
Storm/Sanitary - Gravity
Main
Beam Street - 300 mm CP Storm
Beam Street
300
18.7
Concrete Pipe
2015
100
93
7
$6,545
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7344
Storm/Sanitary - Gravity
Main
Hillborn Street - 600 mm CP Storm
Hillborn Street
600
31.8
Concrete Pipe
2015
100
93
7
$15,900
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7345
Storm/Sanitary - Gravity
Main
Hillborn Street - 675 mm CP Storm
Hillborn Street
675
90
Concrete Pipe
2015
100
93
7
$45,000
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7346
Storm/Sanitary - Gravity
Main
Hillborn Street - 825 mm CP Storm
Hillborn Street
825
90
Concrete Pipe
2015
100
93
7
$54,000
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7347
Storm/Sanitary - Gravity
Main
Hillborn Street - 900 mm CP Storm
Hillborn Street
900
69.7
Concrete Pipe
2015
100
93
7
$41,820
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7348
Storm/Sanitary - Gravity
Main
Hillborn Street - 300 mm CP Storm
Hillborn Street
300
27.9
Concrete Pipe
2015
100
93
7
$9,765
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7349
Storm/Sanitary - Gravity
Main
Mayberry Drive - 300 mm CP Storm
Mayberry Drive
300
24.8
Concrete Pipe
2015
100
93
7
$8,680
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7350
Storm/Sanitary - Gravity
Main
Mayberry Drive - 300 mm CP Storm
Mayberry Drive
300
71.8
Concrete Pipe
2015
100
93
7
$25,130
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7352
Storm/Sanitary - Gravity
Main
Mayberry Drive - 675 mm CP Storm
Mayberry Drive
675
30.5
Concrete Pipe
2015
100
93
7
$15,250
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7353
Storm/Sanitary - Gravity
Main
Mayberry Drive - 675 mm CP Storm
Mayberry Drive
675
94.4
Concrete Pipe
2015
100
93
7
$47,200
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7354
Storm/Sanitary - Gravity
Main
Mayberry Drive - 600 mm CP Storm
Mayberry Drive
600
16.2
Concrete Pipe
2015
100
93
7
$8,100
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7355
Storm/Sanitary - Gravity
Main
Mayberry Drive - 300 mm CP Storm
Mayberry Drive
300
28.7
Concrete Pipe
2015
100
93
7
$10,045
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7356
Storm/Sanitary - Gravity
Main
Mayberry Drive - 1050 mm CP Storm
Mayberry Drive
1050
72.4
Concrete Pipe
2015
100
93
7
$90,500
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7357
Storm/Sanitary - Gravity
Main
Mayberry Drive - 1095 mm CP Storm
Mayberry Drive
1095
11.1
Concrete Pipe
2015
100
93
7
$13,875
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7358
Storm/Sanitary - Gravity
Main
Mayberry Drive - 1095 mm CP Storm
Mayberry Drive
1095
20.9
Concrete Pipe
2015
100
93
7
$26,125
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
Fixed
Asset #
Asset Type Sub-Type
Asset Name
Street
ID
Street Name
From
To
Diameter
(mm)
Length
(m)
Material
Install
Year
Useful
Life
Remaining
Useful Life
Age
Replacement
Cost (2022)
Condition
Based On
Useful Life
Inspection
Condition
Condition
Used for
Analysis
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence
Failure
of Risk of
Failure
Numerical
Value of
Risk of
Failure
Year
Replacement
due to minimal
maintenance
practices
Current
Levels of
Service
% benefit
Revised Levels
Service
Replacement
Year
Year
Replacement
Applying Risk
Score
Revised
Remaining
Useful Life
7359
Storm/Sanitary - Gravity
Main
Beam Street - 300 mm CP Storm
Beam Street
300
20.1
Concrete Pipe
2015
100
93
7
$7,035
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7361
Storm/Sanitary - Gravity
Main
Beam Street - 300 mm CP Storm
Beam Street
300
48.6
Concrete Pipe
2015
100
93
7
$17,010
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7362
Storm/Sanitary - Gravity
Main
MacIntyre Lane - 525 mm CP Storm
MacIntyre Lane
525
22.9
Concrete Pipe
2015
100
93
7
$11,450
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7363
Storm/Sanitary - Gravity
Main
Beam Street - 300 mm CP Storm
Beam Street
300
55.1
Concrete Pipe
2015
100
93
7
$19,285
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7364
Storm/Sanitary - Gravity
Main
MacIntyre Lane - 600 mm CP Storm
MacIntyre Lane
600
85.4
Concrete Pipe
2015
100
93
7
$42,700
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7365
Storm/Sanitary - Gravity
Main
MacIntyre Lane - 600 mm CP Storm
MacIntyre Lane
600
91.6
Concrete Pipe
2015
100
93
7
$45,800
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7366
Storm/Sanitary - Gravity
Main
MacIntyre Lane - 450 mm CP Storm
MacIntyre Lane
450
46.7
Concrete Pipe
2015
100
93
7
$18,680
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7367
Storm/Sanitary - Gravity
Main
Ritchie Drive - 300 mm CP Storm
Ritchie Drive
300
48.2
Concrete Pipe
2015
100
93
7
$16,870
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7368
Storm/Sanitary - Gravity
Main
Ritchie Drive - 300 mm CP Storm
Ritchie Drive
300
31.8
Concrete Pipe
2015
100
93
7
$11,130
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7369
Storm/Sanitary - Gravity
Main
Ritchie Drive - 375 mm CP Storm
Ritchie Drive
375
38.4
Concrete Pipe
2015
100
93
7
$13,440
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7370
Storm/Sanitary - Gravity
Main
Ritchie Drive - 375 mm CP Storm
Ritchie Drive
375
11
Concrete Pipe
2015
100
93
7
$3,850
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7371
Storm/Sanitary - Gravity
Main
Ritchie Drive - 1050 mm CP Storm
Ritchie Drive
1050
25.5
Concrete Pipe
2015
100
93
7
$31,875
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7372
Storm/Sanitary - Gravity
Main
Ritchie Drive - 675 mm CP Storm
Ritchie Drive
675
27.3
Concrete Pipe
2015
100
93
7
$13,650
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7373
Storm/Sanitary - Gravity
Main
Ritchie Drive - 675 mm CP Storm
Ritchie Drive
675
53.6
Concrete Pipe
2015
100
93
7
$26,800
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7374
Storm/Sanitary - Gravity
Main
Jenkins Street - 600 mm CP Storm
Jenkins Street
600
35.3
Concrete Pipe
2015
100
93
7
$17,650
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7375
Storm/Sanitary - Gravity
Main
Ritchie Drive - 825 mm CP Storm
Ritchie Drive
825
15.7
Concrete Pipe
2015
100
93
7
$9,420
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7376
Storm/Sanitary - Gravity
Main
Ritchie Drive - 675 mm CP Storm
Ritchie Drive
675
93.8
Concrete Pipe
2015
100
93
7
$46,900
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7377
Storm/Sanitary - Gravity
Main
Hunt Street - 300 mm CP Storm
Hunt Street
300
72.3
Concrete Pipe
2015
100
93
7
$25,305
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7378
Storm/Sanitary - Gravity
Main
Hunt Street - 300 mm CP Storm
Hunt Street
300
71.1
Concrete Pipe
2015
100
93
7
$24,885
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7379
Storm/Sanitary - Gravity
Main
Stuckey Lane - 300 mm CP Storm
Stuckey Lane
300
22.1
Concrete Pipe
2015
100
93
7
$7,735
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7380
Storm/Sanitary - Gravity
Main
Stuckey Lane - 250 mm PVC Storm
Stuckey Lane
250
43.9
Concrete Pipe
2015
100
93
7
$15,365
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7381
Storm/Sanitary - Gravity
Main
Stuckey Lane - 375 mm CP Storm
Stuckey Lane
375
62.6
Concrete Pipe
2015
100
93
7
$21,910
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7382
Storm/Sanitary - Gravity
Main
Stuckey Lane - 250 mm PVC Storm
Stuckey Lane
250
41.5
Concrete Pipe
2015
100
93
7
$14,525
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7383
Storm/Sanitary - Gravity
Main
Stuckey Lane - 375 mm CP Storm
Stuckey Lane
375
11.7
Concrete Pipe
2015
100
93
7
$4,095
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7384
Storm/Sanitary - Gravity
Main
Stuckey Lane - 300 mm CP Storm
Stuckey Lane
300
57.9
Concrete Pipe
2015
100
93
7
$20,265
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7385
Storm/Sanitary - Gravity
Main
Stuckey Lane - 525 mm CP Storm
Stuckey Lane
525
51.2
Concrete Pipe
2015
100
93
7
$25,600
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7470
Storm/Sanitary - Gravity
Main
- 1200 mm CP Storm
1200
93.1
Concrete Pipe
2015
100
93
7
$116,375
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7471
Storm/Sanitary - Gravity
Main
Mayberry Drive - 1200 mm CP Storm
Mayberry Drive
1200
32.3
Concrete Pipe
2015
100
93
7
$40,375
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7472
Storm/Sanitary - Gravity
Main
- 1200 mm CP Storm
1200
61
Concrete Pipe
2015
100
93
7
$76,250
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7474
Storm/Sanitary - Gravity
Main
Ritchie Drive - 375 mm CP Storm
Ritchie Drive
375
48.5
Concrete Pipe
2015
100
93
7
$16,975
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7485
Storm/Sanitary - Gravity
Main
- 450 mm CP Storm
450
24.7
Concrete Pipe
2015
100
93
7
$9,880
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
3279
Storm/Sanitary - Gravity
Main
Storm Sewer wih Outfall - Ponsford Street at 33 Mill St
Ponsford Street
Mill Street
Amaranth Street
600
20.5
Corrugated Steel
Pipe
1969
100
47
53
$8,200
5
7
7
Good
Unlikely
Minor
L
1
2059
10
2069
2069
47
3296
Storm/Sanitary - Gravity
Main
Storm Sewer - Gier Street
Gier Street
Crozier Street
Bielby Street
375
49.7
Corrugated Steel
Pipe
1969
50
0
53
$17,395
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
3297
Storm/Sanitary - Gravity
Main
Storm Sewer - Gier Street
Gier Street
Crozier Street
Bielby Street
375
8.4
Corrugated Steel
Pipe
1969
50
0
53
$2,940
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4699
Storm/Sanitary - Gravity
Main
450 mm Corrugated Steel Pipe Storm Sewer - Luther Road
Luther Road
450
22.2
Corrugated Steel
Pipe
1969
50
0
53
$7,770
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4821
Storm/Sanitary - Gravity
Main
900 mm Corrugated Steel Pipe Storm Sewer Outfall - Mill Street
Mill Street
900
30.7
Corrugated Steel
Pipe
1969
50
0
53
$18,420
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4823
Storm/Sanitary - Gravity
Main
400 mm Corrugated Steel Pipe Storm Sewer - Bielby Street
Bielby Street
400
32.7
Corrugated Steel
Pipe
1969
50
0
53
$13,080
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4834
Storm/Sanitary - Gravity
Main
1200 mm Corrugated Steel Pipe Storm Sewer - Leeson Street
Leeson Street
1200
44.5
Corrugated Steel
Pipe
1969
50
0
53
$55,625
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4837
Storm/Sanitary - Gravity
Main
450 mm Corrugated Steel Pipe Storm Sewer - Crozier Street
Crozier Street
450
34.7
Corrugated Steel
Pipe
1969
50
0
53
$13,880
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4869
Storm/Sanitary - Gravity
Main
300 mm Corrugated Steel Pipe Storm Sewer - Emma Street
Emma Street
300
18.7
Corrugated Steel
Pipe
1969
50
0
53
$6,545
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4870
Storm/Sanitary - Gravity
Main
150 mm Corrugated Steel Pipe Storm Sewer - Emma Street
Emma Street
Mill Street
150
7.6
Corrugated Steel
Pipe
1969
50
0
53
$2,660
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4871
Storm/Sanitary - Gravity
Main
300 mm Corrugated Steel Pipe Storm Sewer - Emma Street
Emma Street
300
47.8
Corrugated Steel
Pipe
1969
50
0
53
$16,730
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4885
Storm/Sanitary - Gravity
Main
300 mm Corrugated Steel Pipe Storm Sewer - Leeson Street
Leeson Street
300
14.9
Corrugated Steel
Pipe
1969
50
0
53
$5,215
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4886
Storm/Sanitary - Gravity
Main
300 mm Corrugated Steel Pipe Storm Sewer - Leeson Street
Leeson Street
300
11.3
Corrugated Steel
Pipe
1969
50
0
53
$3,955
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4887
Storm/Sanitary - Gravity
Main
450 mm Corrugated Steel Pipe Storm Sewer - Leeson Street
Leeson Street
450
8.1
Corrugated Steel
Pipe
1969
50
0
53
$3,240
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4888
Storm/Sanitary - Gravity
Main
450 mm Corrugated Steel Pipe Storm Sewer - Leeson Street
Leeson Street
450
38.5
Corrugated Steel
Pipe
1969
50
0
53
$15,400
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4889
Storm/Sanitary - Gravity
Main
450 mm Corrugated Steel Pipe Storm Sewer - Leeson Street
Leeson Street
450
51.3
Corrugated Steel
Pipe
1969
50
0
53
$20,520
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4890
Storm/Sanitary - Gravity
Main
450 mm Corrugated Steel Pipe Storm Sewer - Leeson Street
Leeson Street
450
8
Corrugated Steel
Pipe
1969
50
0
53
$3,200
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4891
Storm/Sanitary - Gravity
Main
300 mm Corrugated Steel Pipe Storm Sewer - Leeson Street
Leeson Street
300
55.7
Corrugated Steel
Pipe
1969
50
0
53
$19,495
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4892
Storm/Sanitary - Gravity
Main
300 mm Corrugated Steel Pipe Storm Sewer - Leeson Street
Leeson Street
300
57
Corrugated Steel
Pipe
1969
50
0
53
$19,950
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4893
Storm/Sanitary - Gravity
Main
300 mm Corrugated Steel Pipe Storm Sewer - Leeson Street
Leeson Street
300
12
Corrugated Steel
Pipe
1969
50
0
53
$4,200
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4894
Storm/Sanitary - Gravity
Main
300 mm Corrugated Steel Pipe Storm Sewer - Leeson Street
Leeson Street
300
19
Corrugated Steel
Pipe
1969
50
0
53
$6,650
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4895
Storm/Sanitary - Gravity
Main
300 mm Corrugated Steel Pipe Storm Sewer - Leeson Street
Leeson Street
300
23
Corrugated Steel
Pipe
1969
50
0
53
$8,050
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
Fixed
Asset #
Asset Type Sub-Type
Asset Name
Street
ID
Street Name
From
To
Diameter
(mm)
Length
(m)
Material
Install
Year
Useful
Life
Remaining
Useful Life
Age
Replacement
Cost (2022)
Condition
Based On
Useful Life
Inspection
Condition
Condition
Used for
Analysis
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence
Failure
of Risk of
Failure
Numerical
Value of
Risk of
Failure
Year
Replacement
due to minimal
maintenance
practices
Current
Levels of
Service
% benefit
Revised Levels
Service
Replacement
Year
Year
Replacement
Applying Risk
Score
Revised
Remaining
Useful Life
4897
Storm/Sanitary - Gravity
Main
600 mm Corrugated Steel Pipe Storm Sewer - Leeson Street
Leeson Street
600
18.7
Corrugated Steel
Pipe
1969
50
0
53
$9,350
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4898
Storm/Sanitary - Gravity
Main
450 mm Corrugated Steel Pipe Storm Sewer - Leeson Street
Leeson Street
450
9.5
Corrugated Steel
Pipe
1969
50
0
53
$3,800
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4899
Storm/Sanitary - Gravity
Main
450 mm Corrugated Steel Pipe Storm Sewer - Leeson Street
Leeson Street
450
15.1
Corrugated Steel
Pipe
1969
50
0
53
$6,040
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
4900
Storm/Sanitary - Gravity
Main
450 mm Corrugated Steel Pipe Storm Sewer - Leeson Street
Leeson Street
450
25.2
Corrugated Steel
Pipe
1969
50
0
53
$10,080
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
5301
Storm/Sanitary - Gravity
Main
600 mm - Storm Sewer - Main Street
Main Street
Luther Road
600
27.6
Corrugated Steel
Pipe
1993
50
21
29
$13,800
4
4
Poor
Likely
Minor
M
2
2038
10
2043
2043
21
5313
Storm/Sanitary - Gravity
Main
600 mm - Storm Sewer - Main Street
Main Street
Luther Road
600
28.8
Corrugated Steel
Pipe
1993
50
21
29
$14,400
4
4
Poor
Likely
Minor
M
2
2038
10
2043
2043
21
4838
Storm/Sanitary - Gravity
Main
300 mm HDPE Storm Sewer - Emma Street
Emma Street
Amaranth Street
Douglas Street
300
17.3
HDPE
1969
100
47
53
$6,055
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4839
Storm/Sanitary - Gravity
Main
300 mm HDPE Storm Sewer - Emma Street
Emma Street
Amaranth Street
Douglas Street
300
4
HDPE
1969
100
47
53
$1,400
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4840
Storm/Sanitary - Gravity
Main
250 mm HDPE Storm Sewer - Emma Street
Emma Street
Amaranth Street
Douglas Street
250
99.1
HDPE
1969
100
47
53
$34,685
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4882
Storm/Sanitary - Gravity
Main
300 mm Corrugated Steel Pipe Storm Sewer Outfall - River Street
River Street
300
23.2
HDPE
1969
50
0
53
$8,120
0
0
Very Poor
Almost Certain
Minor
H
3
2014
10
2019
2022
0
3039
Storm/Sanitary - Gravity
Main
Storm Sewer - 128 Water St
Water Street
Emma Street
400
17 Poly Vinyl
Chloride
1969
99
46
53
$6,880
5
5
Average
Possible
Minor
M
2
2058
9
2067
2067
45
3281
Storm/Sanitary - Gravity
Main
Storm Sewer - King Street
King Street
Mill Street
Amaranth Street
300
48.7
Poly Vinyl
Chloride
1969
100
47
53
$17,045
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
3282
Storm/Sanitary - Gravity
Main
Storm Sewer - King Street
King Street
Mill Street
Amaranth Street
300
52
Poly Vinyl
Chloride
1969
100
47
53
$18,200
5
5
Average
Possible
Minor
M
2
2059
10
2069
2069
47
4710
Storm/Sanitary - Gravity
Main
200 mm Poly Vinyl Chloride Storm Overflow/Floor Drain Pipe - From
Water Tower to Main Street
From Water Tower to Main
Street
200
37.8
Poly Vinyl
Chloride
1996
100
74
26
$13,230
7
7
Good
Unlikely
Minor
L
1
2086
10
2096
2096
74
4738
Storm/Sanitary - Gravity
Main
300 mm Poly Vinyl Chloride Storm Sewer - Taylor Drive
Taylor Drive
300
79.5
Poly Vinyl
Chloride
2013
100
91
9
$27,825
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4757
Storm/Sanitary - Gravity
Main
375 mm Poly Vinyl Chloride Storm Sewer - Taylor Drive
Taylor Drive
375
32.4
Poly Vinyl
Chloride
2013
100
91
9
$11,340
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4759
Storm/Sanitary - Gravity
Main
250 mm Poly Vinyl Chloride Storm Sewer - Melody Lane
Melody Lane
250
45.9
Poly Vinyl
Chloride
2013
100
91
9
$16,065
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4775
Storm/Sanitary - Gravity
Main
375 mm Poly Vinyl Chloride Storm Sewer - Monty Avenue
Monty Avenue
375
51.4
Poly Vinyl
Chloride
2013
100
91
9
$17,990
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4776
Storm/Sanitary - Gravity
Main
375 mm Poly Vinyl Chloride Storm Sewer - Monty Avenue
Monty Avenue
375
20
Poly Vinyl
Chloride
2013
100
91
9
$7,000
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4779
Storm/Sanitary - Gravity
Main
250 mm Poly Vinyl Chloride Rearlot Catchbasin Lead - Mill Street East
of Taylor Drive
Mill Street East of Taylor
Drive
250
18.3
Poly Vinyl
Chloride
2013
100
91
9
$6,405
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4780
Storm/Sanitary - Gravity
Main
250 mm Poly Vinyl Chloride Rearlot Catchbasin Lead - Melody Lane
Melody Lane
250
12.8
Poly Vinyl
Chloride
2013
100
91
9
$4,480
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4781
Storm/Sanitary - Gravity
Main
250 mm Poly Vinyl Chloride Rearlot Catchbasin Lead - Melody Lane
Melody Lane
250
59.7
Poly Vinyl
Chloride
2013
100
91
9
$20,895
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4783
Storm/Sanitary - Gravity
Main
250 mm Poly Vinyl Chloride Rearlot Catchbasin Lead - Concession Rd
2-3
Concession Rd 2-3
250
9.8
Poly Vinyl
Chloride
2013
100
91
9
$3,430
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4785
Storm/Sanitary - Gravity
Main
250 mm Poly Vinyl Chloride Rearlot Catchbasin Lead - Concession Rd
2-3
Concession Rd 2-3
250
15.8
Poly Vinyl
Chloride
2013
100
91
9
$5,530
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
4790
Storm/Sanitary - Gravity
Main
250 mm Poly Vinyl Chloride Rearlot Catchbasin Lead - behind Road
Allowance coming off Taylor Dr.
Taylor Drive
250
15.5
Poly Vinyl
Chloride
2013
100
91
9
$5,425
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
5295
Storm/Sanitary - Gravity
Main
300 mm - Storm Sewer - Wastewater Treatment Plant - Watson Road
Watson Road
300
13.8
Poly Vinyl
Chloride
2013
100
91
9
$4,830
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
5297
Storm/Sanitary - Gravity
Main
300 mm - Storm Sewer Overflow - Wastewater Treatment Plant -
Watson Road
Watson Road
300
3.8
Poly Vinyl
Chloride
2013
100
91
9
$1,330
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
5299
Storm/Sanitary - Gravity
Main
200 mm - Storm Sewer - Wastewater Treatment Plant - Watson Road
Watson Road
200
17.4
Poly Vinyl
Chloride
2013
50
41
9
$6,090
8
8
Good
Unlikely
Minor
L
1
2058
10
2063
2063
41
5309
Storm/Sanitary - Gravity
Main
300 mm - Storm Sewer Overflow - Wastewater Treatment Plant -
Watson Road
Watson Road
300
9.8
Poly Vinyl
Chloride
2013
100
91
9
$3,430
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
5321
Storm/Sanitary - Gravity
Main
200 mm - Storm Sewer Overflow - Wastewater Treatment Plant -
Watson Road
Watson Road
200
14.6
Poly Vinyl
Chloride
2013
100
91
9
$5,110
9
9
Very Good
Rare
Minor
L
1
2103
10
2113
2113
91
5626
Storm/Sanitary - Gravity
Main
2018 Foundation Drain COLLECTOR PROJECT - Crozier St
Crozer Street
Spruyt
Luther
200
134.9
Poly Vinyl
Chloride
2019
100
97
3
$47,215
10
10
Very Good
Rare
Minor
L
1
2109
10
2119
2119
97
5627
Storm/Sanitary - Gravity
Main
2018 Foundation Drain COLLECTOR PROJECT - Crozier St
Crozer Street
Baker
Spruyt
200
96.8
Poly Vinyl
Chloride
2019
100
97
3
$33,880
10
10
Very Good
Rare
Minor
L
1
2109
10
2119
2119
97
5628
Storm/Sanitary - Gravity
Main
2018 Foundation Drain COLLECTOR PROJECT - Crozier St
Crozer Street
Webb Street
Baker
200
50.6
Poly Vinyl
Chloride
2019
100
97
3
$17,710
10
10
Very Good
Rare
Minor
L
1
2109
10
2119
2119
97
5629
Storm/Sanitary - Gravity
Main
2018 Foundation Drain COLLECTOR PROJECT - Baker Court
Baker Court
200
54.4
Poly Vinyl
Chloride
2019
100
97
3
$19,040
10
10
Very Good
Rare
Minor
L
1
2109
10
2119
2119
97
7351
Storm/Sanitary - Gravity
Main
Mayberry Drive - 250 mm PVC Storm
Mayberry Drive
250
8.8
Poly Vinyl
Chloride
2015
100
93
7
$3,080
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7360
Storm/Sanitary - Gravity
Main
Beam Street - 300 mm PVC Storm
Beam Street
300
12.1
Poly Vinyl
Chloride
2015
100
93
7
$4,235
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7473
Storm/Sanitary - Gravity
Main
Ritchie Drive - 300 mm PVC Storm
Ritchie Drive
300
21.3
Poly Vinyl
Chloride
2015
100
93
7
$7,455
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7480
Storm/Sanitary - Gravity
Main
Ritchie Drive - 300 mm PVC Storm
Ritchie Drive
300
64.3
Poly Vinyl
Chloride
2015
100
93
7
$22,505
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7481
Storm/Sanitary - Gravity
Main
Ritchie Drive - 300 mm PVC Storm
Ritchie Drive
300
64.3
Poly Vinyl
Chloride
2015
100
93
7
$22,505
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7482
Storm/Sanitary - Gravity
Main
Ritchie Drive - 300 mm PVC Storm
Ritchie Drive
300
59.9
Poly Vinyl
Chloride
2015
100
93
7
$20,965
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7483
Storm/Sanitary - Gravity
Main
Ritchie Drive - 300 mm PVC Storm
Ritchie Drive
300
10.5
Poly Vinyl
Chloride
2015
100
93
7
$3,675
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
7484
Storm/Sanitary - Gravity
Main
Ritchie Drive - 300 mm PVC Storm
Ritchie Drive
300
10.5
Poly Vinyl
Chloride
2015
100
93
7
$3,675
9
9
Very Good
Rare
Minor
L
1
2105
10
2115
2115
93
Grand Valley
Storm Pond
Current Levels of Service
Replacement/Improvement Year Based on Current Levels Service
Fixed Asset
#
Type / Subtype
Asset Name
Road
Section
GIS ID
Road Name
Address
Volume
Capacity
(m3)
Water Type
Install
Year
Useful
Life
Remaining
Useful Life
Age
Replacement
Cost
Condition
Based On
Useful Life
Assessed
Condition
Condition
Used for
Analysis
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence of
Failure
Risk of
Failure
Numerical
Value of
Risk of
Failure
Year
Replacement
due to minimmal
maintenance
practices
Current
Levels of
Service %
benefit
Revised
Levels
Service
Replacement
Year
Year Replacement
Applying Risk
Score
Subsequent
Replacement
Year
Revised
Remaining
Useful Life
100
90
10
$250,000
8.8
1.8
3885
Detention Pond
Stormwater Pond - Mount Haven Crescent
Storm Water
1995
100
73
27
$25,000
7
7
Good
Unlikely
Minor
L
1
2085
10
2095
2095
2195
73
5278
Detention Pond
Storm Water Pond - New Treatment Plant
Storm Water
2013
100
91
9
$75,000
9
9
Very Good
Rare
Major
M
2
2103
10
2113
2113
2213
91
7468
Detention Pond
Storm Water Pond - Mayberry Hill Ph. 2 - Box
Unit 2
Storm Water
2015
100
93
7
$25,000
9
9
Very Good
Rare
Major
M
2
2105
10
2115
2115
2215
93
7469
Detention Pond
Storm Water Pond - Mayberry Hill Ph. 2 - Box
Unit 1
Storm Water
2015
100
93
7
$50,000
9
9
Very Good
Rare
Major
M
2
2105
10
2115
2115
2215
93
7477
Detention Pond
Storm Water Pond - Mayberry Hill Ph. 2 - Box
Unit 3
Storm Water
2015
100
93
7
$25,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
2115
2215
93
8316
Detention Pond
Storm Water Pond - Taylor Drive
Storm Water
2013
100
91
9
$50,000
9
9
Very Good
Rare
Major
M
2
2103
10
2113
2113
2213
91
Current Levels of Service
Replacement/Improvement Year Based on Current Levels Service
Storm/Sanitary - Catch Basin Inventory
Fixed
Asset #
Field ID
Asset Type / Sub-
Type
Asset Name
Road Name / Address
Road Name
Road From
Road To
Install
Year
Useful Life
Remaining
Useful Life
Age
2022
Replacement
Cost
Condition
Based On
Useful Life
Assessed
Condition
Condition
Used for
Analysis
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence of
Failure
Risk of
Failure
Numerical
Value of Risk
of Failure
Year
Replacement
due to minimmal
maintenance
practices
Current
Levels of
Service %
benefit
Revised Levels
Service
Replacement
Year
Revised
Remaining
Useful Life
100.00
67.80
32.20
$4,271,000
6.9
1.5
3163
Catch Basin
CatchBasin - Main Street
Main Street From: Webb Street To: Spruyt
Avenue
Webb Street
Spruty Avenue
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3167
3167
Catch Basin
CatchBasin - Main Street
48 Main St. Grand Valley Dufferin County ON L9W 5S7 CA
Main Street From: Amaranth Street To:
Webb Street
Amaranth Street
Webb Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3170
3170
Catch Basin
CatchBasin - Main Street
42 Main St. Grand Valley Dufferin County ON L9W 5S7 CA
Main Street From: Amaranth Street To:
Webb Street
Amaranth Street
Webb Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3172
3172
Catch Basin
CatchBasin - Main Street
14 Main St. Grand Valley Dufferin County ON L9W 5S7 CA
Main Street From: Amaranth Street To:
Webb Street
Amaranth Street
Webb Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3174
3174
Catch Basin
CatchBasin - Main Street
10 Main St. Grand Valley Dufferin County ON L9W 5S7 CA
Main Street From: Amaranth Street To:
Webb Street
Amaranth Street
Webb Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3178
Catch Basin
CatchBasin - Main Street
Main Street From: Mill Street To: Amaranth
Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3180
Catch Basin
CatchBasin - Main Street
Main Street From: Mill Street To: Amaranth
Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3181
Catch Basin
CatchBasin - Main Street
Main Street From: Mill Street To: Amaranth
Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3182
Catch Basin
CatchBasin - Main Street
Main Street From: Mill Street To: Amaranth
Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3184
3184
Catch Basin
CatchBasin - Main Street
54 Main St. Grand Valley Dufferin County ON L9W 5V4 CA
Main Street From: Water Street To: Mill
Street
Water Street
Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3186
3186
Catch Basin
CatchBasin - Main Street
63 Main St. Grand Valley Dufferin County ON L9W 5S8 CA
Main Street From: Water Street To: Mill
Street
Water Street
Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3187
3187
Catch Basin
CatchBasin - Melody Lane
2 Melody Ln. Grand Valley Dufferin County ON L9W 5Y6 CA
Melody Lane From: Leeson Street To: End
Leeson Street
End
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3188
3188
Catch Basin
CatchBasin - Melody Lane
1 Melody Ln. Grand Valley Dufferin County ON L9W 5Y6 CA
Melody Lane From: Leeson Street To: End
Leeson Street
End
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3189
3189
Catch Basin
CatchBasin - Melody Lane
157 Melody Ln. Grand Valley Dufferin County ON L9W 5Y8 CA
Melody Lane From: Water Street To:
Leeson Street
Water Street
Leeson Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3190
3190
Catch Basin
CatchBasin - Melody Lane
1 Melody Ln. Grand Valley Dufferin County ON L9W 5Y6 CA
Melody Lane From: Water Street To:
Leeson Street
Water Street
Leeson Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3191
Catch Basin
CatchBasin - Melody Lane
Melody Lane From: Water Street To:
Leeson Street
Water Street
Leeson Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3192
Catch Basin
CatchBasin - Melody Lane
Melody Lane From: Water Street To:
Leeson Street
Water Street
Leeson Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3193
Catch Basin
CatchBasin - Melody Lane
Melody Lane From: Water Street To:
Leeson Street
Water Street
Leeson Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3194
Catch Basin
CatchBasin - Melody Lane
Melody Lane From: Water Street To:
Leeson Street
Water Street
Leeson Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3195
3195
Catch Basin
CatchBasin - Leeson Street
157 Leeson St. Grand Valley Dufferin County ON L9W 5Y8 CA
Leeson Street From: Melody Lane To: 175
M S. Of Mill Street
Melody Lane
Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3196
3196
Catch Basin
CatchBasin - Leeson Street
150-198 Leeson St. Grand Valley Dufferin County ON L9W 5Y8 CA
Leeson Street From: Melody Lane To: 175
M S. Of Mill Street
Melody Lane
Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3197
3197
Catch Basin
CatchBasin - Monty Avenue
2-98 Monty Ave. Grand Valley Dufferin County ON L9W 6P1 CA
Monty Avenue From: Leeson Street To: End Leeson Street
End
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3198
3198
Catch Basin
CatchBasin - Monty Avenue
1 Monty Ave. Grand Valley Dufferin County ON L9W 5Y6 CA
Monty Avenue From: Leeson Street To: End Leeson Street
End
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3199
3199
Catch Basin
CatchBasin - Leeson Street
140 Leeson St. Grand Valley Dufferin County ON L9W 5Y6 CA
Leeson Street From: Melody Lane To: 175
M S. Of Mill Street
Melody Lane
Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3200
3200
Catch Basin
CatchBasin - Leeson Street
138 Leeson St. Grand Valley Dufferin County ON L9W 5Y6 CA
Leeson Street From: Melody Lane To: 175
M S. Of Mill Street
Melody Lane
Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3201
3201
Catch Basin
CatchBasin - Leeson Street
131 Leeson St. Grand Valley Dufferin County ON L9W 5Y8 CA
Leeson Street From: Melody Lane To: 175
M S. Of Mill Street
Melody Lane
Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3202
3202
Catch Basin
CatchBasin - Gier Street
5 Gier St. Grand Valley Dufferin County ON L9W 5R3 CA
Gier Street From: Crozier Street To: Bielby
Street
Crozier Street
Bielby Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3203
3203
Catch Basin
CatchBasin - Gier Street
14 Gier St. Grand Valley Dufferin County ON L9W 5R3 CA
Gier Street From: Crozier Street To: Bielby
Street
Crozier Street
Bielby Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3204
3204
Catch Basin
CatchBasin - River Street
7 River St. Grand Valley Dufferin County ON L9W 5N5 CA
River Street From: Cooper Street To: End
Cooper Street
End
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3207
3207
Catch Basin
CatchBasin - Main Street
63 Main St. (Bridge) Grand Valley Dufferin County ON L9W 5S8 CA
Main Street From: Water Street To: Mill
Street
Water Street
Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3210
3210
Catch Basin
CatchBasin - Amaranth Street
Amaranth St
Amaranth Street From: King Street To:
Crozier Street
King Street
Crozier Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3211
3211
Catch Basin
CatchBasin - 22 Amaranth Street
21-25 Amaranth St. Grand Valley Dufferin County ON L9W 5L2 CA
Amaranth Street From: Main Street To:
King Street
Main Street
King Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3212
3212
Catch Basin
CatchBasin - Amaranth Street
22 Amaranth St. Grand Valley Dufferin County ON L9W 5L2 CA
Amaranth Street From: Main Street To:
King Street
Main Street
King Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3213
Catch Basin
CatchBasin - Main Street
Main Street From: Mill Street To: Amaranth
Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3214
3214
Catch Basin
CatchBasin - AMARANTH STREET
22 Amaranth St. Grand Valley Dufferin County ON L9W 5M5 CA
Amaranth Street From: Emma Street To:
Main Street
Emma Street
Main Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3216
Catch Basin
CatchBasin - Amaranth Street
Amaranth Street From: Leeson Street To:
Emma Street
Leeson Street
Emma Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3217
3217
Catch Basin
CatchBasin - Amaranth Street
47-65 Amaranth St. Grand Valley Dufferin County ON L9W 5M4 CA
Amaranth Street From: Leeson Street To:
Emma Street
Leeson Street
Emma Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3218
3218
Catch Basin
CatchBasin - Leeson Street @ Amaranth
King St
King Street From: Mill Street To: Amaranth
Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3219
3219
Catch Basin
CatchBasin - Leeson Street @ Amaranth
10 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W 5S5 CA
King Street From: Mill Street To: Amaranth
Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3221
3221
Catch Basin
CatchBasin - Spruyt Avenue
6 Spruyt Ave. Grand Valley Dufferin County ON L9W 5X4 CA
Spruyt Avenue From: Main Street To:
Crozier Street
Main Street
Crozier Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3223
Catch Basin
CatchBasin - Main Street
Main Street From: Webb Street To: Spruyt
Avenue
Webb Street
Spruyt Avenue
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3224
3224
Catch Basin
CatchBasin - Main Street
96-104 Main St. Grand Valley Dufferin County ON L9W 5S6 CA
Main Street From: Webb Street To: Spruyt
Avenue
Webb Street
Spruyt Avenue
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3226
3226
Catch Basin
CatchBasin - Leeson Street
130 Leeson St. Grand Valley Dufferin County ON L9W 5Y6 CA
Leeson Street From: Melody Lane To: 175
M S. Of Mill Street
Melody Lane
175m South of Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3227
3227
Catch Basin
CatchBasin - Leeson Street
122 Leeson St. Grand Valley Dufferin County ON L9W 5Y6 CA
Leeson Street From: Melody Lane To: 175
M S. Of Mill Street
Melody Lane
175m South of Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3228
3228
Catch Basin
CatchBasin - Leeson Street
122 Leeson St. Grand Valley Dufferin County ON L9W 5Y6 CA
Leeson Street From: Melody Lane To: 175
M S. Of Mill Street
Melody Lane
175m South of Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3229
3229
Catch Basin
CatchBasin - Leeson Street
117 Leeson St. Grand Valley Dufferin County ON L9W 5Y8 CA
Leeson Street From: Melody Lane To: 175
M S. Of Mill Street
Melody Lane
175m South of Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3230
3230
Catch Basin
CatchBasin - Leeson Street
112 Leeson St. Grand Valley Dufferin County ON L9W 5Y6 CA
Leeson Street From: Melody Lane To: 175
M S. Of Mill Street
Melody Lane
175m South of Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3231
3231
Catch Basin
CatchBasin - Leeson Street
99 Leeson St. Grand Valley Dufferin County ON L9W 5S5 CA
Leeson Street From: Melody Lane To: 175
M S. Of Mill Street
Melody Lane
175m South of Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3232
3232
Catch Basin
CatchBasin - Leeson Street
106 Leeson St. Grand Valley Dufferin County ON L9W 5Y6 CA
Leeson Street From: Melody Lane To: 175
M S. Of Mill Street
Melody Lane
175m South of Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3233
3233
Catch Basin
CatchBasin - Leeson Street
98 Leeson St. Grand Valley Dufferin County ON L9W 5S5 CA
Leeson Street From: Melody Lane To: 175
M S. Of Mill Street
Melody Lane
175m South of Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3234
3234
Catch Basin
CatchBasin - Leeson Street
99 Leeson St. Grand Valley Dufferin County ON L9W 5S5 CA
Leeson Street From: Melody Lane To: 175
M S. Of Mill Street
Melody Lane
175m South of Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3235
3235
Catch Basin
CatchBasin - Leeson Street
85 Leeson St. Grand Valley Dufferin County ON L9W 5S5 CA
Leeson Street From: Melody Lane To: 175
M S. Of Mill Street
Melody Lane
175m South of Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3236
3236
Catch Basin
CatchBasin - Leeson Street
85 Leeson St. Grand Valley Dufferin County ON L9W 5S5 CA
Leeson Street From: Melody Lane To: 175
M S. Of Mill Street
Melody Lane
175m South of Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3237
3237
Catch Basin
CatchBasin - Leeson Street
77 Leeson St. Grand Valley Dufferin County ON L9W 5S5 CA
Leeson Street From: 175m S Of Mill Street
To: Mill Street
175m South of Mill Street
Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3240
3240
Catch Basin
CatchBasin - Mill Street
56 Mill St. Grand Valley Dufferin County ON L9W 5V9 CA
Mill Street From: Leeson Street To: Emma
Street
Leeson Street
Emma Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3241
Catch Basin
CatchBasin - Leeson Street
Leeson Street From: Mill Street To:
Amaranth Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3242
Catch Basin
CatchBasin - Leeson Street
Leeson Street From: Mill Street To:
Amaranth Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3243
3243
Catch Basin
CatchBasin - Leeson Street
7 Leeson St. Grand Valley Dufferin County ON L9W 5M4 CA
Leeson Street From: Mill Street To:
Amaranth Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3244
3244
Catch Basin
CatchBasin - Leeson Street
17 Leeson St. Grand Valley Dufferin County ON L9W 5S5 CA
Leeson Street From: Mill Street To:
Amaranth Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
Fixed
Asset #
Field ID
Asset Type / Sub-
Type
Asset Name
Road Name / Address
Road Name
Road From
Road To
Install
Year
Useful Life
Remaining
Useful Life
Age
2022
Replacement
Cost
Condition
Based On
Useful Life
Assessed
Condition
Condition
Used for
Analysis
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence of
Failure
Risk of
Failure
Numerical
Value of Risk
of Failure
Year
Replacement
due to minimmal
maintenance
practices
Current
Levels of
Service %
benefit
Revised Levels
Service
Replacement
Year
Revised
Remaining
Useful Life
100.00
67.80
32.20
$4,271,000
6.9
1.5
3248
3248
Catch Basin
CatchBasin - Emma Street
23 Emma St. Grand Valley Dufferin County ON L9W 5P9 CA
Emma Street From: Mill Street To:
Amaranth Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3249
3249
Catch Basin
CatchBasin - Emma Street
30 Emma St. Grand Valley Dufferin County ON L9W 5P9 CA
Emma Street From: Mill Street To:
Amaranth Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3250
3250
Catch Basin
CatchBasin - Emma Street
30 Emma St. Grand Valley Dufferin County ON L9W 5P9 CA
Emma Street From: Mill Street To:
Amaranth Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3251
3251
Catch Basin
CatchBasin - Mill Street @ Emma
30-56 Mill St. Grand Valley Dufferin County ON L9W 5V9 CA
Mill Street From: Leeson Street To: Emma
Street
Leeson Street
Emma Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3252
3252
Catch Basin
CatchBasin - Mill Street
45 Mill St. Grand Valley Dufferin County ON L9W 5V9 CA
Mill Street From: Leeson Street To: Emma
Street
Leeson Street
Emma Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3253
3253
Catch Basin
CatchBasin - Mill Street
23 Mill St. Grand Valley Dufferin County ON L9W 5V9 CA
Mill Street From: Emma Street To: Main
Street
Emma Street
Main Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3254
3254
Catch Basin
CatchBasin - Mill Street
19 Mill St. Grand Valley Dufferin County ON L9W 5V9 CA
Mill Street From: Emma Street To: Main
Street
Emma Street
Main Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3255
3255
Catch Basin
CatchBasin - Mill Street
20 West Bank Alley Grand Valley Dufferin County ON L9W 5V9 CA
Mill Street From: Emma Street To: Main
Street
Emma Street
Main Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3256
Catch Basin
CatchBasin - Main Street
Main St
Main Street From: Water Street To: Mill
Street
Water Street
Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3261
3261
Catch Basin
CatchBasin - Mill Street
46 Mill St. Grand Valley Dufferin County ON L9W 5V8 CA
Mill Street From: King Street To: Pondsford
Street
King Street
Pondsford Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3262
3262
Catch Basin
CatchBasin - Ponsford Street
17 Ponsford St. Grand Valley Dufferin County ON L9W 5W7 CA
Ponsford Street From: Mill Street To:
Amaranth Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3263
3263
Catch Basin
CatchBasin - Ponsford Street
2-48 Ponsford St. Grand Valley Dufferin County ON L9W 5W7 CA
Ponsford Street From: Mill Street To:
Amaranth Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3264
Catch Basin
CatchBasin - King Street
King St
King Street From: Mill Street To: Amaranth
Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3265
Catch Basin
CatchBasin - King Street
King St
King Street From: Mill Street To: Amaranth
Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3266
3266
Catch Basin
CatchBasin - King Street
21 King St. Grand Valley Dufferin County ON L9W 5S3 CA
King Street From: Mill Street To: Amaranth
Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3267
3267
Catch Basin
CatchBasin - Spruyt Avenue
13 Spruyt Ave. Grand Valley Dufferin County ON L9W 5X4 CA
Spruyt Avenue From: Main Street To:
Crozier Street
Main Street
Crozier Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3270
3270
Catch Basin
CatchBasin - Crozier Street
27 Crozier St. Grand Valley Dufferin County ON L9W 5N6 CA
Crozier Street From: Amaranth Street To:
Gier Street
Amaranth Street
Gier Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4091
Catch Basin
Catchbasin - Scott Street
Scott St
Scott Street From: Bielby Street To: End
(west)
Bielby Street
End (west)
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4092
4092
Catch Basin
CatchBasin - Leeson Street
82 Leeson St. Grand Valley Dufferin County ON L9W 5S5 CA
Leeson Street From: 175m S Of Mill Street
To: Mill Street
175m South of Mill Street
Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4093
4093
Catch Basin
CatchBasin - Mill Street
33 Leeson St. Grand Valley Dufferin County ON L9W 5S5 CA
Mill Street From: Leeson Street To: Emma
Street
Leeson Street
Emma Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4094
4094
Catch Basin
CatchBasin - Leeson Street
2-98 Leeson St. Grand Valley Dufferin County ON L9W 5S4 CA
Leeson Street From: Amaranth Street To:
Douglas Street
Amaranth Street
Douglas Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4095
Catch Basin
CatchBasin - Leeson Street
Leeson Street From: Amaranth Street To:
Douglas Street
Amaranth Street
Douglas Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4096
4096
Catch Basin
CatchBasin - Leeson Street
41 Leeson St. Grand Valley Dufferin County ON L9W 5S4 CA
Leeson Street From: Amaranth Street To:
Douglas Street
Amaranth Street
Douglas Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4097
4097
Catch Basin
CatchBasin - Leeson Street
56 Leeson St. Grand Valley Dufferin County ON L9W 5S4 CA
Leeson Street From: Amaranth Street To:
Douglas Street
Amaranth Street
Douglas Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4098
4098
Catch Basin
CatchBasin - Douglas Street
Douglas Street From: Leeson Street To:
Emma Street
Leeson Street
Emma Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4099
4099
Catch Basin
CatchBasin - Douglas Steet
24 Douglas St. Grand Valley Dufferin County ON L9W 6W4 CA
Douglas Street From: Leeson Street To:
Emma Street
Leeson Street
Emma Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4100
4100
Catch Basin
CatchBasin - Emma Street
41 Emma St. Grand Valley Dufferin County ON L9W 5N8 CA
Emma Street From: Amaranth Street To:
Douglas Street
Amaranth Street
Douglas Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4101
Catch Basin
CatchBasin - Emma Street
Emma Street From: Amaranth Street To:
Douglas Street
Amaranth Street
Douglas Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4102
4102
Catch Basin
CatchBasin - Emma Street
14 Emma St. Grand Valley Dufferin County ON L9W 5N8 CA
Emma Street From: Amaranth Street To:
Douglas Street
Amaranth Street
Douglas Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4103
4103
Catch Basin
CatchBasin - Emma Street
15 Emma St. Grand Valley Dufferin County ON L9W 5N8 CA
Emma Street From: Amaranth Street To:
Douglas Street
Amaranth Street
Douglas Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4104
4104
Catch Basin
CatchBasin - Emma Street
28 Emma St. Grand Valley Dufferin County ON L9W 5V9 CA
Emma Street From: Mill Street To:
Amaranth Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4105
4105
Catch Basin
CatchBasin - Main Street
107 Main St. Grand Valley Dufferin County ON L9W 5V3 CA
Main Street From: River Street To: George
Street
River Street
George Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4106
4106
Catch Basin
CatchBasin - Main Street
106 Main St. Grand Valley Dufferin County ON L9W 5V6 CA
Main Street From: River Street To: George
Street
River Street
George Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4107
4107
Catch Basin
CatchBasin - Main Street
120 Main St. Grand Valley Dufferin County ON L9W 5V6 CA
Main Street From: River Street To: George
Street
River Street
George Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4108
4108
Catch Basin
CatchBasin - Water Street
74 Water St. Grand Valley Dufferin County ON L9W 5X5 CA
Water Street From: Emma Street To:
William Street
Emma Street
William Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4109
4109
Catch Basin
CatchBasin - Water Street
71 Water St. Grand Valley Dufferin County ON L9W 6P8 CA
Water Street From: William Street To: Main
Street
William Street
Main Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4110
4110
Catch Basin
CatchBasin - Water Street
71 Water St. Grand Valley Dufferin County ON L9W 6P8 CA
Water Street From: William Street To: Main
Street
William Street
Main Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4111
4111
Catch Basin
CatchBasin - Main Street
54 Main St. Grand Valley Dufferin County ON L9W 5V4 CA
Main Street From: Water Street To: Mill
Street
Water Street
Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4114
4114
Catch Basin
CatchBasin - Crozier Street
50 Crozier St. Grand Valley Dufferin County ON L9W 5L2 CA
Crozier Street From: Amaranth Street To:
Gier Street
Amaranth Street
Gier Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4115
4115
Catch Basin
CatchBasin - Amaranth Street
119 Amaranth St. Grand Valley Dufferin County ON L9W 5L4 CA
Amaranth Street From: Pondsford Street
To: Bielby Street
Pondsford Street
Bielby Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4116
4116
Catch Basin
CatchBasin - Bielby Street
2-24 Bielby St. Grand Valley Dufferin County ON L9W 5M3 CA
Bielby Street From: Amaranth Street To:
Gier Street
Amaranth Street
Gier Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4117
4117
Catch Basin
CatchBasin - Amaranth Street
122 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W 5L2 CA
Amaranth Street From: Bielby Street
Bielby Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4118
4118
Catch Basin
CatchBasin - Concession Road 2-3
122 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W 5L2 CA
Amaranth Street
Bielby Street
Bridge East of Bielby
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4119
4119
Catch Basin
CatchBasin - Concession Road 2-3
130 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W 5L2 CA
Amaranth Street
Bielby Street
Bridge East of Bielby
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4120
4120
Catch Basin
CatchBasin - Concession Road 2-3
148 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W 5L2 CA
Amaranth Street
Bielby Street
Bridge East of Bielby
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4121
4121
Catch Basin
CatchBasin - Concession Road 2-3
148 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W 5L2 CA
Amaranth Street
Bielby Street
Bridge East of Bielby
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4122
4122
Catch Basin
CatchBasin - 11 King Street
11-15 King St. Grand Valley Dufferin County ON L9W 5S3 CA
King Street From: Mill Street To: Amaranth
Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4123
4123
Catch Basin
CatchBasin - King Street
17-21 King St. Grand Valley Dufferin County ON L9W 5S3 CA
King Street From: Mill Street To: Amaranth
Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4124
4124
Catch Basin
CatchBasin - King Street
21 King St. Grand Valley Dufferin County ON L9W 5S3 CA
King Street From: Mill Street To: Amaranth
Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4125
4125
Catch Basin
CatchBasin - King @ Mill Street
18-30 King St. Grand Valley Dufferin County ON L9W 5V8 CA
King Street From: Mill Street To: Amaranth
Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4128
4128
Catch Basin
CatchBasin - Mill Street
2-12 Mill St. Grand Valley Dufferin County ON L9W 5V8 CA
Mill Street From: Main Street To: King Street Main Street
King Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4130
4130
Catch Basin
CatchBasin - Mill Street
10 Mill St. Grand Valley Dufferin County ON L9W 5V8 CA
Mill Street From: Main Street To: King Street Main Street
King Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4131
4131
Catch Basin
CatchBasin - Mill Street
29 Mill St. Grand Valley Dufferin County ON L9W 5V8 CA
Mill Street From: King Street To: Pondsford
Street
King Street
Pondsford Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4134
4134
Catch Basin
CatchBasin - Ponsford Street
24 Ponsford St. Grand Valley Dufferin County ON L9W 5W7 CA
Ponsford Street From: Mill Street To:
Amaranth Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4135
4135
Catch Basin
CatchBasin - Gier Street
76 Bielby St. Grand Valley Dufferin County ON L9W 5R3 CA
Gier Street From: Crozier Street To: Bielby
Street
Crozier Street
Bielby Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4136
4136
Catch Basin
CatchBasin - Gier Street
5-67 Gier St. Grand Valley Dufferin County ON L9W 5R3 CA
Gier Street From: Crozier Street To: Bielby
Street
Crozier Street
Bielby Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4137
4137
Catch Basin
CatchBasin - Gier Street
41 Gier St. Grand Valley Dufferin County ON L9W 5R3 CA
Gier Street From: Crozier Street To: Bielby
Street
Crozier Street
Bielby Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4138
4138
Catch Basin
CatchBasin - Gier Street
41 Gier St. Grand Valley Dufferin County ON L9W 5R3 CA
Gier Street From: Crozier Street To: Bielby
Street
Crozier Street
Bielby Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4139
4139
Catch Basin
CatchBasin - Scott Street
25 Scott St. Grand Valley Dufferin County ON L9W 5X3 CA
Scott Street From: Bielby Street To: End
(west)
Bielby Street
End (west)
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4140
4140
Catch Basin
CatchBasin - Scott Street
25 Scott St. Grand Valley Dufferin County ON L9W 5X3 CA
Scott Street From: Bielby Street To: End
(west)
Bielby Street
End (west)
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4141
4141
Catch Basin
CatchBasin - Bielby Street
58 Bielby St. Grand Valley Dufferin County ON L9W 5M3 CA
Bielby Street From: Gier Street To: Scott
Street
Gier Street
Scott Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
Fixed
Asset #
Field ID
Asset Type / Sub-
Type
Asset Name
Road Name / Address
Road Name
Road From
Road To
Install
Year
Useful Life
Remaining
Useful Life
Age
2022
Replacement
Cost
Condition
Based On
Useful Life
Assessed
Condition
Condition
Used for
Analysis
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence of
Failure
Risk of
Failure
Numerical
Value of Risk
of Failure
Year
Replacement
due to minimmal
maintenance
practices
Current
Levels of
Service %
benefit
Revised Levels
Service
Replacement
Year
Revised
Remaining
Useful Life
100.00
67.80
32.20
$4,271,000
6.9
1.5
4142
4142
Catch Basin
CatchBasin - Bielby Street
57 Bielby St. Grand Valley Dufferin County ON L9W 5M3 CA
Bielby Street From: Gier Street To: Scott
Street
Gier Street
Scott Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4143
4143
Catch Basin
CatchBasin - 58 Bielby Street
50 Bielby St. Grand Valley Dufferin County ON L9W 5M3 CA
Bielby Street From: Gier Street To: Scott
Street
Gier Street
Scott Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4144
4144
Catch Basin
CatchBasin - Main Street
66 Main St. Grand Valley Dufferin County ON L9W 5S7 CA
Main Street From: Amaranth Street To:
Webb Street
Amaranth Street
Webb Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4145
4145
Catch Basin
CatchBasin - Luther Road
12 Luther Rd. Grand Valley Dufferin County ON L9W 5R1 CA
Luther Road From: Main Street To: Joyce
Court
Main Street
Joyce Court
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4146
4146
Catch Basin
CatchBasin - Luther Road
1-15 Luther Rd. Grand Valley Dufferin County ON L9W 5R1 CA
Luther Road From: Main Street To: Joyce
Court
Main Street
Joyce Court
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4147
4148
Catch Basin
CatchBasin - Joyce Court
20-98 Joyce Ct. Grand Valley Dufferin County ON L9W 5R5 CA
Joyce Court From: Luther Road To: End
(cul-de-sac)
Luther Road
End (cul-de-sac)
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4149
4149
Catch Basin
CatchBasin - Joyce Court
20-98 Joyce Ct. Grand Valley Dufferin County ON L9W 5R5 CA
Joyce Court From: Luther Road To: End
(cul-de-sac)
Luther Road
End (cul-de-sac)
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4150
4150
Catch Basin
CatchBasin - Luther Road
17 Luther Rd. Grand Valley Dufferin County ON L9W 5R1 CA
Luther Road From: Joyce Court To: Crozier
Street
Joyce Court
Crozier Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4151
4151
Catch Basin
CatchBasin - Luther Road
26 Luther Rd. Grand Valley Dufferin County ON L9W 5R1 CA
Luther Road From: Joyce Court To: Crozier
Street
Joyce Court
Crozier Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4152
4152
Catch Basin
CatchBasin - Luther Road
55 Luther Rd. Grand Valley Dufferin County ON L9W 5R1 CA
Luther Road From: Crozier Street To: Mary
Court
Crozier Street
Mary Court
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4153
4153
Catch Basin
CatchBasin - Luther Road
69 Luther Rd. Grand Valley Dufferin County ON L9W 5R1 CA
Luther Road From: Mary Court To: End (cul-
de-sac)
Mary Court
End (cul-de-sac)
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4154
4154
Catch Basin
CatchBasin - Mary Court
2-20 Mary Ct. Grand Valley Dufferin County ON L9W 5V7 CA
Mary Court From: Luther Road To: End (cul-
de-sac)
Luther Road
End (cul-de-sac)
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4156
4156
Catch Basin
CatchBasin - Crozier Street
152 Crozier St. Grand Valley Dufferin County ON L9W 5N6 CA
Crozier Street From: Spruyt Avenue To:
Luther Road
Spruyt Avenue
Luther Road
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4157
4157
Catch Basin
CatchBasin -149 Crozier Street
147 Crozier St. Grand Valley Dufferin County ON L9W 5N6 CA
Crozier Street From: Spruyt Avenue To:
Luther Road
Spruyt Avenue
Luther Road
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4158
4158
Catch Basin
CatchBasin - Crozier Street
124-198 Crozier St. Grand Valley Dufferin County ON L9W 5N6 CA
Crozier Street From: Spruyt Avenue To:
Luther Road
Spruyt Avenue
Luther Road
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4159
4159
Catch Basin
CatchBasin - Crozier Street
131 Crozier St. Grand Valley Dufferin County ON L9W 5N6 CA
Crozier Street From: Spruyt Avenue To:
Luther Road
Spruyt Avenue
Luther Road
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4160
4160
Catch Basin
CatchBasin - Crozier Street
Spruyt Ave.
Crozier Street From: Baker Court To:
Spruyt Avenue
Baker Court
Spruyt Avenue
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4161
4161
Catch Basin
CatchBasin - 101 Crozier Street
101 Crozier St. Grand Valley Dufferin County ON L9W 5N6 CA
Crozier Street From: Webb Street To:
Baker Court
Webb Street
Baker Court
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4162
4162
Catch Basin
CatchBasin - Crozier Street
108-122 Crozier St. Grand Valley Dufferin County ON L9W 5N6 CA
Crozier Street From: Baker Court To:
Spruyt Avenue
Baker Court
Spruyt Avenue
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4163
4162
Catch Basin
CatchBasin - Baker Court
108-122 Crozier St. Grand Valley Dufferin County ON L9W 5N6 CA
Baker Court From: Crozier Street To: End
Crozier Street
End
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4164
4163
Catch Basin
CatchBasin - Baker Court
2 Baker Ct. Grand Valley Dufferin County ON L9W 5L6 CA
Baker Court From: Crozier Street To: End
Crozier Street
End
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4165
4164
Catch Basin
CatchBasin - Baker Court
16-98 Baker Ct. Grand Valley Dufferin County ON L9W 5L6 CA
Baker Court From: Crozier Street To: End
Crozier Street
End
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4166
4166
Catch Basin
CatchBasin - Crozier Street
98 Crozier St. Grand Valley Dufferin County ON L9W 5N6 CA
Crozier Street From: Webb Street To:
Baker Court
Webb Street
Baker Court
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4167
4167
Catch Basin
CatchBasin - Crozier Street
98 Crozier St. Grand Valley Dufferin County ON L9W 5N6 CA
Crozier Street From: Webb Street To:
Baker Court
Webb Street
Baker Court
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4168
4168
Catch Basin
CatchBasin - Crozier Street
74 Crozier St. Grand Valley Dufferin County ON L9W 5N6 CA
Crozier Street From: Webb Street To:
Baker Court
Webb Street
Baker Court
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4169
4169
Catch Basin
CatchBasin - Crozier Street
20-22 Webb St. Grand Valley Dufferin County ON L9W 5Y4 CA
Crozier Street From: Webb Street To:
Baker Court
Webb Street
Baker Court
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4171
4171
Catch Basin
CatchBasin - Webb Street
18 Webb St. Grand Valley Dufferin County ON L9W 5Y4 CA
Webb Street From: Main Street To: Crozier
Street
Main Street
Crozier Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4172
4172
Catch Basin
CatchBasin - Crozier Street
50 Crozier St. Grand Valley Dufferin County ON L9W 5N6 CA
Crozier Street From: Gier Street To: Webb
Street
Gier Street
Webb Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4238
4238
Catch Basin
CatchBasin - Leeson Street
50 Leeson St N Grand Valley Dufferin County ON L9W 5S4 CA
Leeson Street From: Amaranth Street To:
Douglas Street
Amaranth Street
Douglas Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4239
Catch Basin
CatchBasin - Leeson Street
Leeson Street From: Amaranth Street To:
Douglas Street
Amaranth Street
Douglas Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4240
4240
Catch Basin
CatchBasin - Leeson Street
41 Leeson St N Grand Valley Dufferin County ON L9W 5S4 CA
Leeson Street From: Amaranth Street To:
Douglas Street
Amaranth Street
Douglas Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4241
4241
Catch Basin
CatchBasin - Emma Street
11 Emma St. Grand Valley Dufferin County ON L9W 5P9 CA
Emma Street from Mill St to Amaranth St
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4242
4242
Catch Basin
CatchBasin - West Bank Alley
28 West Bank Alley Grand Valley Dufferin County ON L9W 5V4 CA
West Bank Alley From: Mill Street To:
Amaranth Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4243
4243
Catch Basin
CatchBasin - West Bank Alley
28 West Bank Alley Grand Valley Dufferin County ON L9W 5V4 CA
West Bank Alley From: Mill Street To:
Amaranth Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4438
4438
Catch Basin
CATCH BASIN - AMARANTH STREET
15-25 Amaranth St. Grand Valley Dufferin County ON L9W 5M4 CA
Emma Street From: Mill Street To:
Amaranth Street
Mill Street
Amaranth Street
2014
100.00
92
8
$10,000
9
9
Very Good
Rare
Moderate
L
1
2104
10
2114
92
4508
4508
Catch Basin
Catch Basin - West Bank Alley
11 West Bank Alley Grand Valley Dufferin County ON L9W 5P9 CA
West Bank Alley
Mill Street
Amaranth Street
2014
100.00
92
8
$10,000
9
9
Very Good
Rare
Moderate
L
1
2104
10
2114
92
4522
4522
Catch Basin
Catch Basin - Mill Street
19 Mill St. Grand Valley Dufferin County ON L9W 5V9 CA
Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4524
Catch Basin
Catch Basin - Leeson Street
Leeson Street
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4525
4525
Catch Basin
Catch Basin - Cooper Street
11 Cooper St. Grand Valley Dufferin County ON L9W 5N5 CA
Cooper Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4529
4529
Catch Basin
Catch Basin - Main Street
187 Main St. Grand Valley Dufferin County ON L9W 5V3 CA
Main Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4530
4530
Catch Basin
Catch Basin - William Street
4-6 William St. Grand Valley Dufferin County ON L9W 5Y5 CA
William Street
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4535
4535
Catch Basin
Catch Basin - Taylor Drive
1-3 Taylor Dr. Grand Valley Dufferin County ON L9W 6P4 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4536
4536
Catch Basin
Catch Basin - Taylor Drive
10 Taylor Dr. Grand Valley Dufferin County ON L9W 6P4 CA
Taylor Drive
Mill Street
2013
100.00
91
9
$13,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4547
4547
Catch Basin
Catch Basin - Taylor Drive
55 Taylor Dr. Grand Valley Dufferin County ON L9W 6P4 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4548
4548
Catch Basin
Catch Basin - Taylor Drive
32-54 Taylor Dr. Grand Valley Dufferin County ON L9W 6P4 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4549
4549
Catch Basin
Catch Basin - Taylor Drive
55 Taylor Dr. Grand Valley Dufferin County ON L9W 6P4 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4550
4550
Catch Basin
Catch Basin - Taylor Drive
56-64 Taylor Dr. Grand Valley Dufferin County ON L9W 6P4 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4551
4551
Catch Basin
Catch Basin - Taylor Drive
56-64 Taylor Dr. Grand Valley Dufferin County ON L9W 6P4 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4552
Catch Basin
Catch Basin - Taylor Drive
56-64 Taylor Dr. Grand Valley Dufferin County ON L9W 6P4 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4553
Catch Basin
Catch Basin - Taylor Drive
56-64 Taylor Dr. Grand Valley Dufferin County ON L9W 6P4 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4554
4554
Catch Basin
Ditch Inlet Catch Basin - William Street - Backyard
William Street - Backyard
2013
100.00
91
9
$7,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4556
4556
Catch Basin
Double Catch Basin - Taylor Drive
81 Taylor Dr. Grand Valley Dufferin County ON L9W 6P4 CA
Taylor Drive
2013
100.00
91
9
$13,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4559
Catch Basin
Catch Basin - Melody Lane
15 Melody Ln. Grand Valley Dufferin County ON L9W 6P1 CA
Melody Lane
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4560
4560
Catch Basin
Double Catch Basin - Melody Lane
Melody Lane
2013
100.00
91
9
$13,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4567
4567
Catch Basin
Catch Basin - Taylor Drive
81 Taylor Dr. Grand Valley Dufferin County ON L9W 6P4 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4568
4568
Catch Basin
Catch Basin - Taylor Drive
93 Taylor Dr. Grand Valley Dufferin County ON L9W 6P2 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4569
4569
Catch Basin
Catch Basin - Taylor Drive
96 Taylor Dr. Grand Valley Dufferin County ON L9W 6P2 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4570
4570
Catch Basin
Catch Basin - Taylor Drive
97 Taylor Dr. Grand Valley Dufferin County ON L9W 6P2 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4571
4571
Catch Basin
Catch Basin - Taylor Drive
98 Taylor Dr. Grand Valley Dufferin County ON L9W 6P2 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4572
4572
Catch Basin
Catch Basin - Taylor Drive
107 Taylor Dr. Grand Valley Dufferin County ON L9W 6P2 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4573
Catch Basin
Catch Basin - Taylor Drive
107 Taylor Dr. Grand Valley Dufferin County ON L9W 6P2 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
Fixed
Asset #
Field ID
Asset Type / Sub-
Type
Asset Name
Road Name / Address
Road Name
Road From
Road To
Install
Year
Useful Life
Remaining
Useful Life
Age
2022
Replacement
Cost
Condition
Based On
Useful Life
Assessed
Condition
Condition
Used for
Analysis
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence of
Failure
Risk of
Failure
Numerical
Value of Risk
of Failure
Year
Replacement
due to minimmal
maintenance
practices
Current
Levels of
Service %
benefit
Revised Levels
Service
Replacement
Year
Revised
Remaining
Useful Life
100.00
67.80
32.20
$4,271,000
6.9
1.5
4574
4574
Catch Basin
Catch Basin - Taylor Drive
132 Taylor Dr. Grand Valley Dufferin County ON L9W 6P1 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4575
4575
Catch Basin
Catch Basin - Taylor Drive
105-131 Taylor Dr. Grand Valley Dufferin County ON L9W 6P2 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4576
4576
Catch Basin
Catch Basin - Taylor Drive
140 Taylor Dr. Grand Valley Dufferin County ON L9W 6P1 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4577
4577
Catch Basin
Double Catch Basin - Monty Ave
9 Monty Ave. Grand Valley Dufferin County ON L9W 6P1 CA
Monty Ave
2013
100.00
91
9
$13,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4589
Catch Basin
Catch Basin - Melody Lane
21 Melody Ln. Grand Valley Dufferin County ON L9W 6P1 CA
Melody Lane
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4590
4590
Catch Basin
Rearlot Catch Basin - Melody Lane - Backyard
15 Melody Ln. Grand Valley Dufferin County ON L9W 6P1 CA
Melody Lane - Backyard
2013
100.00
91
9
$7,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4592
4592
Catch Basin
Catch Basin - Cooper Street
7 Cooper St. Grand Valley Dufferin County ON L9W 5N5 CA
Cooper Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4593
4593
Catch Basin
Catch Basin - Cooper Street
7 River St. Grand Valley Dufferin County ON L9W 5N5 CA
Cooper Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4594
4594
Catch Basin
Ditch Inlet Catch Basin - Monty Avenue
4 Monty Ave. Grand Valley Dufferin County ON L9W 6P1 CA
Monty Avenue
2013
100.00
91
9
$6,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4596
4596
Catch Basin
Ditch Inlet Catch Basin - Water Street
122 Water St. Grand Valley Dufferin County ON L9W 5X5 CA
Water Street
2013
100.00
91
9
$6,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4604
4604
Catch Basin
Catch Basin - Crozier Street
54 Crozier St. Grand Valley Dufferin County ON L9W 5N6 CA
Crozier Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4605
4605
Catch Basin
Catch Basin - Crozier Street
15 Crozier St. Grand Valley Dufferin County ON L9W 5N6 CA
Crozier Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4606
4606
Catch Basin
Catch Basin - Crozier Street
2-30 Crozier St. Grand Valley Dufferin County ON L9W 5N6 CA
Crozier Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4607
4607
Catch Basin
Catch Basin - Crozier Street
2-30 Crozier St. Grand Valley Dufferin County ON L9W 5N6 CA
Crozier Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4608
4608
Catch Basin
Catch Basin - Mill Street
28 Mill St. Grand Valley Dufferin County ON L9W 5V9 CA
Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4609
4609
Catch Basin
Catch Basin - River Street
7 River St. Grand Valley Dufferin County ON L9W 5N5 CA
River Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4610
4610
Catch Basin
Catch basin - Leeson Street
Leeson St.
Leeson Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4611
4611
Catch Basin
Catch Basin - Leeson Street
40 Leeson St. Grand Valley Dufferin County ON L9W 5S4 CA
Leeson Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4613
4613
Catch Basin
Catch Basin - Leeson Street
52 Leeson St. Grand Valley Dufferin County ON L9W 5S4 CA
Leeson Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4615
4615
Catch Basin
Catch Basin - Leeson Street
Leeson St.
Leeson Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4616
4616
Catch Basin
Catch Basin - Leeson Street
49 Leeson St. Grand Valley Dufferin County ON L9W 5S4 CA
Leeson Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
5228
5228
Catch Basin
CatchBasin - Rear Lot - 10 Main Street
54 Water St. Grand Valley Dufferin County ON L9W 5V4 CA
Rear Lot - 10 Main Street
1969
100.00
47
53
$7,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
5282
5282
Catch Basin
RearlotCatchbasin - Rear Lot, East of Crozier Street
107 Crozier St Grand Valley Dufferin County ON L9W 5N6 CA
Crozier Street
1969
100.00
47
53
$7,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
5284
5284
Catch Basin
CatchBasin - East Back Lane
11 East Back Ln. Grand Valley Dufferin County ON L9W 5S8 CA
East Back Lane
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5285
5285
Catch Basin
CatchBasin - Wastewater Treatment Plant - Industrial Road 18 Watson Rd. Grand Valley Dufferin County ON L9W 6N9 CA
Wastewater Treatment Plant - Industrial
Road
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5286
5286
Catch Basin
RearlotCatchbasin - Rear Lot, 52 Leeson Street
50 Leeson St N Grand Valley Dufferin County ON L9W 5S4 CA
Rear Lot, 52 Leeson Street
2013
100.00
91
9
$7,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5352
5352
Catch Basin
DoubleCatchBasin - Stub Street Off Taylor Drive
Tindall Cres.
Taylor Drive
2016
100.00
94
6
$13,000
9
9
Very Good
Rare
Moderate
L
1
2106
10
2116
94
5379
Catch Basin
Ditch Inlet Catch Basin - Cooper Street
Cooper Street
1996
100.00
74
26
$6,000
7
7
Good
Unlikely
Moderate
M
2
2086
10
2096
74
5381
Catch Basin
Catch Basin - Main Street
Main Street
1996
100.00
74
26
$10,000
7
7
Good
Unlikely
Moderate
M
2
2086
10
2096
74
5382
Catch Basin
Ditch Inlet Catch Basin - Main Street
Main Street
Water Tower
1996
100.00
74
26
$6,000
7
7
Good
Unlikely
Moderate
M
2
2086
10
2096
74
5384
Catch Basin
Catch Basin - Main Street
Main Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
5550
Catch Basin
Double Ditch Inlet Catch Basin - Taylor at south of Storm
Pond on East
Taylor Street at south of Storm Pond on
East
2013
100.00
91
9
$11,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5560
Catch Basin
Catch Basin - William Street
William Street
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5561
Catch Basin
Ditch Inlet Catch Basin - Concession Rd 2-3
Concession Rd 2-3
2013
100.00
91
9
$6,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5565
Catch Basin
Catch Basin - Taylor Drive
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5566
Catch Basin
Double Catch Basin - Mill Street
Mill Street
2013
100.00
91
9
$13,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5642
Catch Basin
CATCH BASIN - MILL ST @ EMMA ST
Mill Street
Emma Street
2020
100.00
98
2
$10,000
10
10
Very Good
Rare
Moderate
L
1
2110
10
2120
98
7399
7399
Catch Basin
Double Ditch Catch Basin - Mayberry Drive
Mayberry Dr.
Mayberry Drive
2015
100.00
93
7
$11,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7401
7401
Catch Basin
Catch Basin - Ritchie Drive
Ritchie Dr.
Ritchie Drive
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7402
7402
Catch Basin
Catch Basin - Stuckey Lane
Stuckey Ln.
Stuckey Lane
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7403
7403
Catch Basin
Catch Basin - Stuckey Lane
Stuckey Ln.
Stuckey Lane
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7404
7404
Catch Basin
Catch Basin - Stuckey Lane
Stuckey Ln.
Stuckey Lane
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7405
7405
Catch Basin
Catch Basin - Stuckey Lane
Stuckey Ln.
Stuckey Lane
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7406
7406
Catch Basin
Catch Basin - Stuckey Lane
Stuckey Ln.
Stuckey Lane
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7407
7407
Catch Basin
Catch Basin - Stuckey Lane
Stuckey Ln.
Stuckey Lane
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7408
7408
Catch Basin
Catch Basin - Hunt Street
Hunt St.
Hunt Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7409
7409
Catch Basin
Catch Basin - Hunt Street
Hunt St.
Hunt Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7410
7410
Catch Basin
Catch Basin - Hunt Street
Hunt St.
Hunt Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7411
7411
Catch Basin
Catch Basin - Hunt Street
Hunt St.
Hunt Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7412
7412
Catch Basin
Catch Basin - Jenkins Street
Jenkins St.
Jenkins Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7413
7413
Catch Basin
Catch Basin - Jenkins Street
Jenkins St.
Jenkins Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7414
7414
Catch Basin
Catch Basin - Ritchie Drive
Ritchie Dr.
Ritchie Drive
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7415
7415
Catch Basin
Catch Basin - Ritchie Drive
Ritchie Dr.
Ritchie Drive
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7416
7416
Catch Basin
Double Catch Basin - Beam Street
Beam St.
Beam Street
2015
100.00
93
7
$13,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7419
7419
Catch Basin
Catch Basin - Beam Street
Beam St.
Beam Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7420
7420
Catch Basin
Double Catch Basin - Beam Street
Beam St.
Beam Street
2015
100.00
93
7
$13,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7423
7423
Catch Basin
Catch Basin - Beam Street
Beam St.
Beam Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7424
7424
Catch Basin
Catch Basin - MacIntyre Lane
McIntyre Ln.
MacIntyre Lane
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7425
7425
Catch Basin
Catch Basin - MacIntyre Lane
McIntyre Ln.
MacIntyre Lane
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7426
7426
Catch Basin
Catch Basin - MacIntyre Lane
McIntyre Ln.
MacIntyre Lane
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7427
7427
Catch Basin
Catch Basin - MacIntyre Lane
McIntyre Ln.
MacIntyre Lane
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
Fixed
Asset #
Field ID
Asset Type / Sub-
Type
Asset Name
Road Name / Address
Road Name
Road From
Road To
Install
Year
Useful Life
Remaining
Useful Life
Age
2022
Replacement
Cost
Condition
Based On
Useful Life
Assessed
Condition
Condition
Used for
Analysis
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence of
Failure
Risk of
Failure
Numerical
Value of Risk
of Failure
Year
Replacement
due to minimmal
maintenance
practices
Current
Levels of
Service %
benefit
Revised Levels
Service
Replacement
Year
Revised
Remaining
Useful Life
100.00
67.80
32.20
$4,271,000
6.9
1.5
7428
7428
Catch Basin
Catch Basin - MacIntyre Lane
McIntyre Ln.
MacIntyre Lane
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7429
7429
Catch Basin
Catch Basin - MacIntyre Lane
McIntyre Ln.
MacIntyre Lane
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7430
7430
Catch Basin
Catch Basin - Mayberry Drive
Mayberry Dr.
Mayberry Drive
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7431
7431
Catch Basin
Catch Basin - Mayberry Drive
Mayberry Dr.
Mayberry Drive
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7432
7432
Catch Basin
Catch Basin - Beam Street
Beam St.
Beam Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7433
7433
Catch Basin
Catch Basin - Beam Street
Beam St.
Beam Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7434
7434
Catch Basin
Double Ditch Cach Basin - Beam Street
Beam St.
Beam Street
2015
100.00
93
7
$11,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7441
7441
Catch Basin
Catch Basin - Hillborn Street
Hilborn St.
Hillborn Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7442
7442
Catch Basin
Catch Basin - Hillborn Street
Hilborn St.
Hillborn Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7443
7443
Catch Basin
Catch Basin - Hillborn Street
Hilborn St.
Hillborn Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7444
7444
Catch Basin
Catch Basin - Hillborn Street
Hilborn St.
Hillborn Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7445
7445
Catch Basin
Catch Basin - Hillborn Street
Hilborn St.
Hillborn Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7446
7446
Catch Basin
Double Catch basin - Hillborn Street
Round About (Mayberry Dr. - Richie Drive - Hilborn St.)
Hillborn Street
2015
100.00
93
7
$13,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7450
7450
Catch Basin
Catch Basin - Mayberry Drive
Mayberry Dr.
Mayberry Drive
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7451
7451
Catch Basin
Double Catch Basin - Mayberry Drive
Round About (Mayberry Dr. - Richie Drive - Hilborn St.)
Mayberry Drive
2015
100.00
93
7
$13,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7453
7453
Catch Basin
Catch Basin - Ritchie Drive
Round About (Mayberry Dr. - Richie Drive - Hilborn St.)
Ritchie Drive
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7454
7454
Catch Basin
Catch Basin - Ritchie Drive
Ritchie Dr.
Ritchie Drive
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7455
7455
Catch Basin
Catch Basin - Ritchie Drive
Ritchie Dr.
Ritchie Drive
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7456
7456
Catch Basin
Double Catch Basin - Ritchie Drive
Ritchie Dr.
Ritchie Drive
2015
100.00
93
7
$13,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
8500
Catch Basin
Catch Basin - Sideroad 21-22
35516-35598 Sideroad 21-22 Grand Valley Dufferin County ON L9W 0H5
CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8509
Catch Basin
Catch Basin - Concession 6-7
321191-321279 Conc. Rd. 6-7 Grand Valley Dufferin County ON L9W
0W8 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8510
Catch Basin
Catch Basin - Concession 6-7
321190-321278 Conc. Rd. 6-7 Grand Valley Dufferin County ON L9W
0W8 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8511
Catch Basin
Catch Basin - Concession 6-7
321610-321828 Conc. Rd. 6-7 Grand Valley Dufferin County ON L9W
0W8 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8514
Catch Basin
Catch Basin - Concession 27-28
115156-115168 Sideroad 27-28 Grand Valley Dufferin County ON L9W
0L4 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8515
Catch Basin
Catch Basin - Concession 27-28
115148 Sideroad 27-28 Grand Valley Dufferin County ON L9W 0L4 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8516
Catch Basin
Catch Basin - Concession 27-28
114932-115106 Sideroad 27-28 Grand Valley Dufferin County ON L9W
0L3 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8517
Catch Basin
Catch Basin - Concession 27-28
114932-115106 Sideroad 27-28 Grand Valley Dufferin County ON L9W
0L3 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8519
Catch Basin
Catch Basin - Concession 27-28
114291-114381 Sideroad 27-28 Grand Valley Dufferin County ON L9W
0X1 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8521
Catch Basin
Catch Basin - Sideroad 21-22
33082-33102 Sideroad 21-22 Grand Valley Dufferin County ON L9W 0E9
CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8522
Catch Basin
Catch Basin - Sideroad 21-22
33281-33407 Sideroad 21-22 Grand Valley Dufferin County ON L9W 0G1
CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8523
Catch Basin
Catch Basin - Amaranth East Luther TL
193091-193147 Amaranth-East Luther Townline Amaranth Dufferin
County ON L9W 0M3 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8524
Catch Basin
Catch Basin - Amaranth East Luther TL
193090-193146 Amaranth-East Luther Townline Grand Valley Dufferin
County ON L9W 0M3 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8526
Catch Basin
Catch Basin - Amaranth East Luther TL
193090-193146 Amaranth-East Luther Townline Grand Valley Dufferin
County ON L9W 0M3 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8528
Catch Basin
Catch Basin - Amaranth East Luther TL
194062-194186 Amaranth-East Luther Townline Grand Valley Dufferin
County ON L0N 1G0 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8529
Catch Basin
Catch Basin - Concession 12-13
442195-442321 Conc. Rd. 12-13 Grand Valley Dufferin County ON L9W
3W1 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8530
Catch Basin
Catch Basin - Concession 8-9
Conc. Rd. 8-9 Grand Valley Dufferin County ON CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8531
Catch Basin
Catch Basin - Concession 4-5
282297-282305 Conc. Rd. 4-5 Grand Valley Dufferin County ON L9W
0W4 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8532
Catch Basin
Catch Basin - Concession 4-5
282073-282105 Conc. Rd. 4-5 Grand Valley Dufferin County ON L9W
0V9 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8534
Catch Basin
Catch Basin - East Luther Wellington TL
8464-8578 East Luther-Wellington North Townline Wellington North
Wellington County ON N0G 1A0 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8535
Catch Basin
Catch Basin - East Luther Wellington TL
8385-8417 East Luther-Wellington North Townline Grand Valley Dufferin
County ON N0G 1A0 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8536
Catch Basin
Catch Basin - Concession 2-3
242193-242197 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W
7P2 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8542
Catch Basin
Catch Basin - Melody Lane
Melody Ln. Grand Valley Dufferin County ON CA
2011
100.00
89
11
$10,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
89
8543
Catch Basin
Catch Basin - Melody Lane
173162 Melody Ln. Grand Valley Dufferin County ON L9W 0L6 CA
2011
100.00
89
11
$10,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
89
8544
Catch Basin
Catch Basin - Water St
173162 Water St. Grand Valley Dufferin County ON L9W 0L6 CA
2011
100.00
89
11
$10,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
89
8545
Catch Basin
Catch Basin - Water St
173162 Water St. Grand Valley Dufferin County ON L9W 0L6 CA
2011
100.00
89
11
$10,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
89
8546
Catch Basin
Catch Basin - Taylor Drive
131 Taylor Dr. Grand Valley Dufferin County ON L9W 6P2 CA
2011
100.00
89
11
$10,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
89
8547
Catch Basin
Catch Basin - Taylor Drive
65 Taylor Dr. Grand Valley Dufferin County ON L9W 6P4 CA
2011
100.00
89
11
$10,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
89
8548
Catch Basin
Catch Basin - Taylor Drive
68 Taylor Dr. Grand Valley Dufferin County ON L9W 6P3 CA
2011
100.00
89
11
$10,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
89
8549
Catch Basin
Catch Basin - Mill St
61 Mill St. Grand Valley Dufferin County ON L9W 6P3 CA
2011
100.00
89
11
$10,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
89
8550
Catch Basin
Catch Basin - Mill St
Round About (Taylor Dr. - Mill St.) Grand Valley Dufferin County ON CA
2011
100.00
89
11
$10,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
89
8554
Catch Basin
Catch Basin - Emma St
42 Emma St. Grand Valley Dufferin County ON L9W 5N8 CA
2011
100.00
89
11
$10,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
89
8555
Catch Basin
Catch Basin - Leeson Street
84 Leeson St. Grand Valley Dufferin County ON L9W 5S5 CA
2011
100.00
89
11
$10,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
89
8558
Catch Basin
Catch Basin - Leeson Street
26 Leeson St. Grand Valley Dufferin County ON L9W 5S5 CA
2011
100.00
89
11
$10,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
89
8559
Catch Basin
Catch Basin - Leeson Street
24 Leeson St. Grand Valley Dufferin County ON L9W 5S4 CA
2011
100.00
89
11
$10,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
89
8560
Catch Basin
Catch Basin
65 Grand Valley Dufferin County ON L9W 5X3 CA
2011
100.00
89
11
$10,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
89
8562
Catch Basin
Catch Basin - Spruyt Ave
17 Spruyt Ave. Grand Valley Dufferin County ON L9W 5X4 CA
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8563
Catch Basin
Catch Basin - Main Street
28 Main St. Grand Valley Dufferin County ON N0G 2P0 CA
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8567
Catch Basin
Catch Basin - Ritchie Drive
27 Ritchie Dr Grand Valley Dufferin County ON L9W 6W4 CA
2020
100.00
98
2
$10,000
10
10
Very Good
Rare
Moderate
L
1
2110
10
2120
98
8568
Catch Basin
Catch Basin - Leeson Street
74 Leeson St N Grand Valley Dufferin County ON CA
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8570
Catch Basin
Catch Basin - Scott St
26 Scott St Grand Valley Dufferin County ON L9W 5X3 CA
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8571
Catch Basin
Catch Basin - Main Street
2 Main St. Grand Valley Dufferin County ON L9W 5V4 CA
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
Fixed
Asset #
Field ID
Asset Type / Sub-
Type
Asset Name
Road Name / Address
Road Name
Road From
Road To
Install
Year
Useful Life
Remaining
Useful Life
Age
2022
Replacement
Cost
Condition
Based On
Useful Life
Assessed
Condition
Condition
Used for
Analysis
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence of
Failure
Risk of
Failure
Numerical
Value of Risk
of Failure
Year
Replacement
due to minimmal
maintenance
practices
Current
Levels of
Service %
benefit
Revised Levels
Service
Replacement
Year
Revised
Remaining
Useful Life
100.00
67.80
32.20
$4,271,000
6.9
1.5
8572
Catch Basin
Catch Basin - Emma St
42 Emma St. Grand Valley Dufferin County ON L9W 5N8 CA
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4566
4566
Catch Basin
Catch Basin - Taylor Drive
6 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W 7P1 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
2908
Ditch Catch Basin
Catch Basin - Cooper Street at Pumpping Station
Cooper Street at Pupping Station
1993
100.00
71
29
$6,000
7
7
Good
Unlikely
Moderate
M
2
2083
10
2093
71
3245
3245
Ditch Catch Basin
DitchInletCatchBasin - Concession Road 2-3
10 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W 5S5 CA
Concession Road 2-3
Sideroad 28-29
Leeson Street
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4520
4520
Ditch Catch Basin
Ditch Inlet Catch Basin - Cooper Street
11 Cooper St. Grand Valley Dufferin County ON L9W 5N5 CA
Cooper Street
1996
100.00
74
26
$6,000
7
7
Good
Unlikely
Moderate
M
2
2086
10
2096
74
4521
4521
Ditch Catch Basin
Ditch Inlet Catch Basin - Cooper Street
11 River St. Grand Valley Dufferin County ON L9W 5N5 CA
Cooper Street
1996
100.00
74
26
$6,000
7
7
Good
Unlikely
Moderate
M
2
2086
10
2096
74
4528
4528
Ditch Catch Basin
Catch Basin - Main Street
191 Main St. Grand Valley Dufferin County ON L9W 5V3 CA
Main Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4597
4597
Ditch Catch Basin
Ditch Inlet Catch Basin - Water Street
122 Water St. Grand Valley Dufferin County ON L9W 5X5 CA
Water Street
2013
100.00
91
9
$6,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4598
4598
Ditch Catch Basin
Ditch Inlet Catch Basin - Water Street
149 Water St. Grand Valley Dufferin County ON L9W 5Y8 CA
Water Street
2013
100.00
91
9
$6,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4599
4599
Ditch Catch Basin
Ditch Inlet Catch Basin - Water Street
150-198 Water St. Grand Valley Dufferin County ON L9W 5Y8 CA
Water Street
2013
100.00
91
9
$6,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4600
4600
Ditch Catch Basin
Ditch Inlet Catch Basin - Water Street
173162 Water St. Grand Valley Dufferin County ON L9W 0L6 CA
Water Street
2013
100.00
91
9
$6,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4601
4601
Ditch Catch Basin
Ditch Inlet Catch Basin - Water Street
Water Street
2013
100.00
91
9
$6,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5378
Ditch Catch Basin
Catch Basin - Main Street
Main Street
1975
100.00
53
47
$10,000
5
5
Average
Possible
Moderate
M
2
2065
10
2075
53
5380
Ditch Catch Basin
Catch Basin - Mill Street
Mill Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
5383
Ditch Catch Basin
Catch Basin - Main Street
Main Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
5562
Ditch Catch Basin
Ditch Inlet Catch Basin - Concession Rd 2-3
Concession Rd 2-3
2013
100.00
91
9
$6,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5564
Ditch Catch Basin
Catch Basin - Taylor Drive
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
3161
3161
Ditch Inlet Catch Basin CatchBasin - Main Street
95 Main St. Grand Valley Dufferin County ON L9W 5S6 CA
Main Street From: Webb Street To: Spruyt
Avenue
Webb Street
Spruty Avenue
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3222
3222
Ditch Inlet Catch Basin CatchBasin - Main Street
120 Main St. Grand Valley Dufferin County ON L9W 5S7 CA
Main Street From: Spruyt Avenue To:
Luther Road
Spruyt Avenue
Luther Road
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4517
4517
Ditch Inlet Catch Basin Double Ditch Inlet Catch Basin - William Street
William Street
2013
100.00
91
9
$8,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4518
4518
Ditch Inlet Catch Basin Double Ditch Inlet Catch Basin - William Street
William Street
2013
100.00
91
9
$8,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4519
4519
Ditch Inlet Catch Basin Double Ditch Inlet Catch Basin - William Street
William Street
2013
100.00
91
9
$8,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4523
4523
Ditch Inlet Catch Basin Double Ditch Inlet Catch Basin - William Street
71 William St. Grand Valley Dufferin County ON L9W 6P8 CA
William Street
2013
100.00
91
9
$13,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4526
4526
Ditch Inlet Catch Basin Catch Basin - Main Street
173353 County Rd. 25 Grand Valley Dufferin County ON L0N 1G0 CA
Main Street
1996
100.00
74
26
$10,000
7
7
Good
Unlikely
Moderate
M
2
2086
10
2096
74
4531
4531
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Concession Rd 2-3
2 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W 6V1 CA
Concession Rd 2-3
2020
100.00
98
2
$6,000
10
10
Very Good
Rare
Moderate
L
1
2110
10
2120
98
4533
4533 Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Concession Rd 2-3
242358-242398 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W
6P4 CA
Concession Rd 2-3
2013
100.00
91
9
$6,000
9
9
Very Good
Rare
Moderate
L
1
2103
11
2114
92
4595
4595
Ditch Inlet Catch Basin Catch Basin - Joyce Court
34 Joyce Ct. Grand Valley Dufferin County ON L9W 5R5 CA
Joyce Court
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4602
4602
Ditch Inlet Catch Basin Catch Basin - Amaranth Street
32 Amaranth St. Grand Valley Dufferin County ON L9W 5L2 CA
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4612
4612
Ditch Inlet Catch Basin Catch Basin - Leeson Street
44 Leeson St. Grand Valley Dufferin County ON L9W 5S4 CA
Leeson Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
5237
5237
Ditch Inlet Catch Basin DitchInletCatchBasin - Mount Haven Cresent
24 Mount Haven Cres. Grand Valley Dufferin County ON L9W 5Y9 CA
Mount Haven Cresent
1995
100.00
73
27
$6,000
7
7
Good
Unlikely
Moderate
M
2
2085
10
2095
73
5238
5238
Ditch Inlet Catch Basin DitchInletCatchBasin - Mount Haven Cresent
24 Mount Haven Cres. Grand Valley Dufferin County ON L9W 5Y9 CA
Mount Haven Cresent
1995
100.00
73
27
$6,000
7
7
Good
Unlikely
Moderate
M
2
2085
10
2095
73
5281
5281
Ditch Inlet Catch Basin CatchBasin - Wastewater Treatment Plant - Industrial Road 18 Watson Rd. Grand Valley Dufferin County ON L9W 6N9 CA
Wastewater Treatment Plant - Industrial
Road
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5377
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Water Street
Water Street
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
7440
7440
Ditch Inlet Catch Basin Catch Basin - Hillborn Street
Hilborn St.
Hillborn Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7459
7459
Ditch Inlet Catch Basin Ditch Catch Basin - Ritchie Drive
Ritchie Dr.
Ritchie Drive
2015
100.00
93
7
$6,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7460
7460
Ditch Inlet Catch Basin Yard Catch Basin - Hillborn Street
Hilborn St.
Hillborn Street
2015
100.00
93
7
$7,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
8501
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Concession 12-13
441030-441108 Conc. Rd. 12-13 Grand Valley Dufferin County ON L9W
0Z9 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8502
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Concession 12-13
441031-441109 Conc. Rd. 12-13 Grand Valley Dufferin County ON L9W
0Z9 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8503
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Sideroad 24-25
75420-75668 Sideroad 24-25 Grand Valley Dufferin County ON L9W 3W5
CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8504
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Sideroad 24-25
75094 Sideroad 24-25 Grand Valley Dufferin County ON L9W 0J5 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8505
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Sideroad 24-25
75274-75322 Sideroad 24-25 Grand Valley Dufferin County ON L9W 0K2
CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8506
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Sideroad 24-25
75275-75323 Sideroad 24-25 Grand Valley Dufferin County ON L9W 0K2
CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8507
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Sideroad 21-22
34335-34349 Sideroad 21-22 Grand Valley Dufferin County ON L9W 0G2
CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8508
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Sideroad 21-22
Sideroad 21-22 Grand Valley Dufferin County ON CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8512
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Concession 6-7
321611-321829 Conc. Rd. 6-7 Grand Valley Dufferin County ON L9W
0W8 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8513
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Concession 6-7
322137-322179 Conc. Rd. 6-7 Grand Valley Dufferin County ON L9W
0X1 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8518
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Concession 27-28
114933-115107 Sideroad 27-28 Grand Valley Dufferin County ON L9W
0L3 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8520
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Sideroad 24-25
73143-73179 Sideroad 24-25 Grand Valley Dufferin County ON L9W 0J1
CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8525
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Amaranth East Luther TL
193091-193147 Amaranth-East Luther Townline Amaranth Dufferin
County ON L9W 0M3 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8533
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Sideroad 24-25
74182-74278 Sideroad 24-25 Grand Valley Dufferin County ON L9W 0J3
CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8537
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Concession 2-3
242192-242196 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W
7P2 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8538
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Concession 2-3
242192-242196 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W
7P2 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8539
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Concession 2-3
242192-242196 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W
7P2 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8540
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Concession 2-3
2 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W 7P2 CA
1969
100.00
47
53
$6,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8541
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Melody Lane
Melody Ln. Grand Valley Dufferin County ON CA
2011
100.00
89
11
$7,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
89
8565
Ditch Inlet Catch Basin Ditch Inlet Catch Basin - Main Street
5 Main St. Grand Valley Dufferin County ON N0G 2P0 CA
1969
100.00
47
53
$7,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3179
3179
Double Catch Basin
CatchBasin - Main Street
28 Main St. Grand Valley Dufferin County ON N0G 2P0 CA
Main Street From: Mill Street To: Amaranth
Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3205
3205
Double Catch Basin
DoubleCatchBasin - Main Street
107 Main St. Grand Valley Dufferin County ON L9W 5V3 CA
Main Street From: River Street To: George
Street
River Street
George Street
1969
100.00
47
53
$13,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3220
3220
Double Catch Basin
CatchBasin - Main Street
Main St
Main Street From: Spruyt Avenue To:
Luther Road
Spruyt Avenue
Luther Road
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3259
3259
Double Catch Basin
CatchBasin - Mill Street
Mill Street Grand Valley Dufferin County ON CA
Mill Street From: Main Street To: King Street Main Street
King Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
3260
3260
Double Catch Basin
DoubleCatchBasin - King @ Mill Street
32 Mill St. Grand Valley Dufferin County ON L9W 5V8 CA
Mill Street From: King Street To: Pondsford
Street
King Street
Pondsford Street
1969
100.00
47
53
$13,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
Fixed
Asset #
Field ID
Asset Type / Sub-
Type
Asset Name
Road Name / Address
Road Name
Road From
Road To
Install
Year
Useful Life
Remaining
Useful Life
Age
2022
Replacement
Cost
Condition
Based On
Useful Life
Assessed
Condition
Condition
Used for
Analysis
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence of
Failure
Risk of
Failure
Numerical
Value of Risk
of Failure
Year
Replacement
due to minimmal
maintenance
practices
Current
Levels of
Service %
benefit
Revised Levels
Service
Replacement
Year
Revised
Remaining
Useful Life
100.00
67.80
32.20
$4,271,000
6.9
1.5
4112
4112
Double Catch Basin
CatchBasin - Main Street
29 Main St. Grand Valley Dufferin County ON L9W 5S8 CA
Main Street From: Mill Street To: Amaranth
Street
Mill Street
Amaranth Street
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4148
4148
Double Catch Basin
CatchBasin - Joyce Court
22 Joyce Ct. Grand Valley Dufferin County ON L9W 5R5 CA
Joyce Court From: Luther Road To: End
(cul-de-sac)
Luther Road
End (cul-de-sac)
1969
100.00
47
53
$10,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4173
4173
Double Catch Basin
Double CatchBasin - Luther Road
70 Luther Rd. Grand Valley Dufferin County ON L9W 5R1 CA
Luther Road From: Mary Court To: End (cul-
de-sac)
Mary Court
End (cul-de-sac)
1969
100.00
47
53
$13,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4431
4431
Double Catch Basin
DOUBLE CATCH BASIN - EMMA STREET
15 Emma St. Grand Valley Dufferin County ON L9W 5N8 CA
Emma Street From: Amaranth Street To:
Douglas Street
Amaranth Street
Douglas Street
2014
100.00
92
8
$13,000
9
9
Very Good
Rare
Moderate
L
1
2104
10
2114
92
4433
4433
Double Catch Basin
DOUBLE CATCH BASIN - AMARANTH STREET
30-48 Amaranth St. Grand Valley Dufferin County ON L9W 5M5 CA
Amaranth Street From: Leeson Street To:
Emma Street
Leeson Street
Emma Street
2014
100.00
92
8
$13,000
9
9
Very Good
Rare
Moderate
L
1
2104
10
2114
92
4434
4434
Double Catch Basin
DOUBLE CATCH BASIN - AMARANTH STREET
27-45 Amaranth St. Grand Valley Dufferin County ON L9W 5M5 CA
Amaranth Street From: Leeson Street To:
Emma Street
Leeson Street
Emma Street
2014
100.00
92
8
$13,000
9
9
Very Good
Rare
Moderate
L
1
2104
10
2114
92
4435
4435
Double Catch Basin
DOUBLE CATCH BASIN - EMMA STREET
5 Emma St. Grand Valley Dufferin County ON L9W 5P9 CA
Emma Street From: Mill Street To:
Amaranth Street
Mill Street
Amaranth Street
2014
100.00
92
8
$13,000
9
9
Very Good
Rare
Moderate
L
1
2104
10
2114
92
4437
4437
Double Catch Basin
DOUBLE CATCH BASIN - EMMA STREET
5 Emma St. Grand Valley Dufferin County ON L9W 5P9 CA
Emma Street From: Mill Street To:
Amaranth Street
Mill Street
Amaranth Street
2014
100.00
92
8
$13,000
9
9
Very Good
Rare
Moderate
L
1
2104
10
2114
92
4539
4539
Double Catch Basin
Double Catch Basin - Mill Street
17 Round About (Taylor Dr. - Mill St.) Grand Valley Dufferin County ON
L9W 7P1 CA
Mill Street
2013
100.00
91
9
$13,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4540
4540
Double Catch Basin
Double Catch Basin - Mill Street
28 Round About (Taylor Dr. - Mill St.) Grand Valley Dufferin County ON
L9W 6P4 CA
Mill Street
2013
100.00
91
9
$13,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4541
4541
Double Catch Basin
Double Catch Basin - Mill Street
71 Round About (Taylor Dr. - Mill St.) Grand Valley Dufferin County ON
L9W 6P3 CA
Mill Street
2013
100.00
91
9
$13,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4542
4542
Double Catch Basin
Double Catch Basin - Mill Street
Round About (Taylor Dr. - Mill St.) Grand Valley Dufferin County ON CA
Mill Street
2013
100.00
91
9
$13,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4543
4543
Double Catch Basin
Double Catch Basin - Mill Street
Round About (Taylor Dr. - Mill St.) Grand Valley Dufferin County ON CA
Mill Street
2013
100.00
91
9
$13,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4545
4545
Double Catch Basin
Double Catch Basin - Taylor Drive
Round About (Taylor Dr. - Mill St.) Grand Valley Dufferin County ON CA
Taylor Drive
2013
100.00
91
9
$13,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4546
4546
Double Catch Basin
Catch Basin - Taylor Drive
71 Taylor Dr. Grand Valley Dufferin County ON L9W 6P3 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4557
4557
Double Catch Basin
Double Catch Basin - Taylor Drive
133-199 Taylor Dr. Grand Valley Dufferin County ON L9W 6P1 CA
Taylor Drive
2013
100.00
91
9
$13,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4558
4558
Double Catch Basin
Catch Basin - Melody Lane
152 Taylor Dr. Grand Valley Dufferin County ON L9W 6P1 CA
Melody Lane
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4561
4561
Double Catch Basin
Double Catch Basin - Melody Lane
11 Melody Ln. Grand Valley Dufferin County ON L9W 6P1 CA
Melody Lane
2013
100.00
91
9
$13,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4562
4562
Double Catch Basin
Rearlot Catch Basin - Concession Rd 2-3
12 Melody Ln. Grand Valley Dufferin County ON L9W 6P1 CA
Concession Rd 2-3
2013
100.00
91
9
$7,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4578
4578
Double Catch Basin
Double Catch Basin - Monty Ave
6 Monty Ave Grand Valley Dufferin County ON L9W 6P1 CA
Monty Ave
2013
100.00
91
9
$13,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4579
Double Catch Basin
Rearlot Catch Basin - Mill Street
19 Mill St. Grand Valley Dufferin County ON L9W 7P1 CA
Mill Street
2013
100.00
91
9
$7,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4582
4582
Double Catch Basin
Double Catch Basin - Mill Street
104 Grand Valley Dufferin County ON L9W 6P2 CA
Mill Street
2013
100.00
91
9
$13,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4584
4584
Double Catch Basin
Rearlot Catch Basin - Taylor Drive
Taylor Drive - Backyard
2013
100.00
91
9
$7,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5568
Double Catch Basin
STC 2000 - Monty Ave
Monty Ave
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
7417
7417
Double Catch Basin
Double Catch Basin - Beam Street
Beam St.
Beam Street
2015
100.00
93
7
$13,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7418
7418
Double Catch Basin
Catch Basin - Beam Street
Beam St.
Beam Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7421
7421
Double Catch Basin
Double Catch Basin - Beam Street
Beam St.
Beam Street
2015
100.00
93
7
$13,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7422
7422
Double Catch Basin
Catch Basin - Beam Street
Beam St.
Beam Street
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7447
7447
Double Catch Basin
Double Catch basin - Hillborn Street
Round About (Mayberry Dr. - Richie Drive - Hilborn St.)
Hillborn Street
2015
100.00
93
7
$13,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7448
7448
Double Catch Basin
Yard Catch basin - Hillborn Street
Round About (Mayberry Dr. - Richie Drive - Hilborn St.)
Hillborn Street
2015
100.00
93
7
$7,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7452
7452
Double Catch Basin
Catch Basin - Ritchie Drive
Round About (Mayberry Dr. - Richie Drive - Hilborn St.)
Ritchie Drive
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7457
7457
Double Catch Basin
Double Catch Basin - Ritchie Drive
Ritchie Dr.
Ritchie Drive
2015
100.00
93
7
$13,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7458
7458
Double Catch Basin
Ditch Catch Basin - Ritchie Drive
Ritchie Dr.
Ritchie Drive
2015
100.00
93
7
$6,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7464
7464
Double Catch Basin
Double Catch Basin - Mayberry Drive
Round About (Mayberry Dr. - Richie Drive - Hilborn St.)
Mayberry Drive
2015
100.00
93
7
$13,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7465
7465
Double Catch Basin
Double Ditch Catch Basin - Mayberry Drive
Mayberry Dr.
Mayberry Drive
2015
100.00
93
7
$11,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
8551
Double Catch Basin
Double Catch Basin - Tindall Cres
32-54 Tindall Cres. Grand Valley Dufferin County ON L9W 6P4 CA
2020
100.00
98
2
$13,000
10
10
Very Good
Rare
Moderate
L
1
2110
10
2120
98
8552
Double Catch Basin
Double Catch Basin - Tindall Cres
32-54 Tindall Cres. Grand Valley Dufferin County ON L9W 6P4 CA
2020
100.00
98
2
$13,000
10
10
Very Good
Rare
Moderate
L
1
2110
10
2120
98
8553
Double Catch Basin
Double Catch Basin - Mill Street
45 Mill St. Grand Valley Dufferin County ON L9W 5V9 CA
2020
100.00
98
2
$13,000
10
10
Very Good
Rare
Moderate
L
1
2110
10
2120
98
8564
Double Catch Basin
Double Catch Basin - Main St
111 Main St. Grand Valley Dufferin County ON L9W 5S6 CA
1969
100.00
47
53
$13,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
8569
Double Catch Basin
Double Catch Basin Amaranth St
50 Amaranth St W Grand Valley Dufferin County ON L9W 5M5 CA
1969
100.00
47
53
$13,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
7463
7463
Double Catch Basin
Double Catch Basin - Mayberry Drive
Mayberry Dr.
Mayberry Drive
2015
100.00
93
7
$13,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
5551
Double Ditch Catch
Basin
Double Ditch Inlet Catch Basin - Taylor at south of Storm
Pond on East
Taylor Street at south of Storm Pond on
East
2013
100.00
91
9
$11,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5552
Double Ditch Catch
Basin
Double Ditch Inlet Catch Basin - Leeson Street
Leeson Street
2013
100.00
91
9
$11,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5553
Double Ditch Catch
Basin
Double Ditch Inlet Catch Basin - Leeson Street
Leeson Street
2013
100.00
91
9
$11,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5554
Double Ditch Catch
Basin
Double Ditch Inlet Catch Basin - Leeson Street
Leeson Street
2013
100.00
91
9
$11,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5555
Double Ditch Catch
Basin
Double Ditch Inlet Catch Basin - William Street
William Street
2013
100.00
91
9
$11,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5556
Double Ditch Catch
Basin
Double Ditch Inlet Catch Basin - William Street
William Street
2013
100.00
91
9
$11,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5557
Double Ditch Catch
Basin
Double Ditch Inlet Catch Basin - William Street
William Street
2013
100.00
91
9
$11,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5558
Double Ditch Catch
Basin
Double Ditch Inlet Catch Basin - William Street
William Street
2013
100.00
91
9
$11,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5559
Double Ditch Catch
Basin
Catch Basin - Leeson Street
Leeson Street
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
7400
7400
Double Ditch Catch
Basin
Catch Basin - Ritchie Drive
Ritchie Dr.
Ritchie Drive
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7435
7435
Double Ditch Catch
Basin
Double Ditch Cach Basin - Beam Street
Beam St.
Beam Street
2015
100.00
93
7
$11,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7436
7436
Double Ditch Catch
Basin
Yard Catch Basin - Stuckey Lane
Mayberry Dr.
Stuckey Lane
2015
100.00
93
7
$7,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7467
7467
Double Ditch Catch
Basin
Yard Catch Basin - Mayberry Drive
Mayberry Drive
2015
100.00
93
7
$7,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7713
7713
Double Ditch Catch
Basin
Yard Catch Basin - Beam Street
Beam Street
2015
100.00
93
7
$7,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7712
7712
Double Ditch Catch
Basin
Double Ditch Catch Basin - Ritchie Drive
Ritchie Drive
2015
100.00
93
7
$11,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
4513
4513
Double Ditch Inlet
Catch Basin
Double Ditch Inlet Catch Basin - William Street
53 Taylor Dr. Grand Valley Dufferin County ON L9W 6P4 CA
William Street
2013
100.00
91
9
$8,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4514
4514
Double Ditch Inlet
Catch Basin
Double Ditch Inlet Catch Basin - Leeson Street
94 Leeson St. Grand Valley Dufferin County ON L9W 5S5 CA
Leeson Street
2013
100.00
91
9
$8,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4515
4515
Double Ditch Inlet
Catch Basin
Double Ditch Inlet Catch Basin - Leeson Street
84 Leeson St. Grand Valley Dufferin County ON L9W 5S5 CA
Leeson Street
2013
100.00
91
9
$8,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4516
4516
Double Ditch Inlet
Catch Basin
Double Ditch Inlet Catch Basin - Leeson Street
81 Leeson St. Grand Valley Dufferin County ON L9W 5S5 CA
Leeson Street
2013
100.00
91
9
$8,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
8527
Double Ditch Inlet
Catch Basin
Double Ditch Inlet Catch Basin - Concession 2-3
242473 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W 5L2 CA
1969
100.00
47
53
$11,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
Fixed
Asset #
Field ID
Asset Type / Sub-
Type
Asset Name
Road Name / Address
Road Name
Road From
Road To
Install
Year
Useful Life
Remaining
Useful Life
Age
2022
Replacement
Cost
Condition
Based On
Useful Life
Assessed
Condition
Condition
Used for
Analysis
Asset
Condition
(As per
Priority
Rating)
Probability of
Failure
(Based on
Condition or
Expected
Condition)
Consequence of
Failure
Risk of
Failure
Numerical
Value of Risk
of Failure
Year
Replacement
due to minimmal
maintenance
practices
Current
Levels of
Service %
benefit
Revised Levels
Service
Replacement
Year
Revised
Remaining
Useful Life
100.00
67.80
32.20
$4,271,000
6.9
1.5
8556
Double Ditch Inlet
Catch Basin
Double Ditch Inlet Catch Basin - Leeson Street
84 Leeson St. Grand Valley Dufferin County ON L9W 5S5 CA
2011
100.00
89
11
$11,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
89
8557
Double Ditch Inlet
Catch Basin
Double Ditch Inlet Catch Basin - Leeson Street
33 Leeson St. Grand Valley Dufferin County ON L9W 5S5 CA
2011
100.00
89
11
$11,000
9
9
Very Good
Rare
Moderate
L
1
2101
10
2111
89
4586
4586
Yard Catch Basin
Rearlot Catch Basin - Mill Street
Mill Street
2013
100.00
91
9
$7,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
8561
Yard Catch Basin
Rear Lot Catch Basin - Spruyt Ave
18 Spruyt Ave. Grand Valley Dufferin County ON L9W 5X4 CA
1969
100.00
47
53
$7,000
5
5
Average
Possible
Moderate
M
2
2059
10
2069
47
4555
4555
Yard Catch Basin
Catch Basin - Taylor Drive
53 Taylor Dr. Grand Valley Dufferin County ON L9W 6P4 CA
Taylor Drive
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4564
4564
Yard Catch Basin
Ditch Inlet Catch Basin - Concession Rd 2-3
11 Conc. Rd. 2-3 Grand Valley Dufferin County ON L9W 7P1 CA
Concession Rd 2-3
2013
100.00
91
9
$6,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4580
4580
Yard Catch Basin
Rearlot Catch Basin - Mill Street
58-98 Mill St. Grand Valley Dufferin County ON L9W 6P3 CA
Mill Street
2013
100.00
91
9
$7,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4581
4581
Yard Catch Basin
Double Catch Basin - Mill Street
58-98 Mill St. Grand Valley Dufferin County ON L9W 6P3 CA
Mill Street
2013
100.00
91
9
$13,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4585
4585
Yard Catch Basin
Double Rearlot Catch Basin - Taylor Rd - Backyard
30 Round About (Taylor Dr. - Mill St.) Grand Valley Dufferin County ON
L9W 6P4 CA
Taylor Drive - Backyard
2013
100.00
91
9
$11,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4587
4587
Yard Catch Basin
Rearlot Catch Basin - Melody Lane
152 Melody Ln. Grand Valley Dufferin County ON L9W 6P1 CA
Melody Lane
2013
100.00
91
9
$7,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4588
4588
Yard Catch Basin
Catch Basin - Melody Lane
152 Melody Ln. Grand Valley Dufferin County ON L9W 6P1 CA
Melody Lane
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
4591
4591
Yard Catch Basin
Catch Basin - William Street
William Street
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5236
5236
Yard Catch Basin
DitchInletCatchBasin - Mount Haven Cresent
21 Mount Haven Cres. Grand Valley Dufferin County ON L9W 5Y9 CA
Mount Haven Cresent
1995
100.00
73
27
$6,000
7
7
Good
Unlikely
Moderate
M
2
2085
10
2095
73
5283
5283
Yard Catch Basin
CatchBasin - Wastewater Treatment Plant - Watson Road
18 Watson Rd. Grand Valley Dufferin County ON L9W 6N9 CA
Wastewater Treatment Plant - Industrial
Road
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
5287
5287
Yard Catch Basin
CatchBasin - Wastewater Treatment Plant - Watson Road
Watson Rd.
Wastewater Treatment Plant - Industrial
Road
2013
100.00
91
9
$10,000
9
9
Very Good
Rare
Moderate
L
1
2103
10
2113
91
7437
7437
Yard Catch Basin
Yard Catch Basin - Stuckey Lane
Stuckey Ln.
Stuckey Lane
2015
100.00
93
7
$7,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7438
7438
Yard Catch Basin
Yard Catch Basin - Beam Street
Beam St.
Beam Street
2015
100.00
93
7
$7,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7439
Yard Catch Basin
Ditch Catch Basin - Beam Street
Beam Street
2015
100.00
93
7
$6,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7449
7449
Yard Catch Basin
Catch Basin - Mayberry Drive
Mayberry Dr.
Mayberry Drive
2015
100.00
93
7
$10,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7461
7461
Yard Catch Basin
Yard Catch Basin - Hillborn Street
Hilborn St.
Hillborn Street
2015
100.00
93
7
$7,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7462
7462
Yard Catch Basin
Yard Catch Basin - Mayberry Drive
Mayberry Dr.
Mayberry Drive
2015
100.00
93
7
$7,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
7711
7711
Yard Catch Basin
Yard Catch Basin - Hillborn Street
Hilborn St.
Hillborn Street
2015
100.00
93
7
$7,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93
8362
Yard Catch Basin
Yard Catch Basin - Douglas St
24 Douglas St Grand Valley Dufferin County ON L9W 6W4 CA
2015
100.00
93
7
$7,000
9
9
Very Good
Rare
Moderate
L
1
2105
10
2115
93