Infrastructure Management Plan - Sparwood - Document Center

District of Sparwood

Infrastructure Management Plan

Prepared by:

AECOM Canada Ltd.200 – 6807 Railway Street SE, Calgary, AB, Canada T2H 2V6T 403.270.9200 F 403.270.9196 www.aecom.com

Project Number:

0764-260-00/RPT-047-09

Date:

March 27, 2009


Infrastructure Management Plan


In f r as tru ct ure Man ag em en t Pr og ram

(rpt-0764-260-00-sparwood imp-090327.doc)

Statement of Qualifications and Limitations

© 2009 AECOM CANADA LTD. ALL RIGHTS RESERVED. THIS DOCUMENT IS PROTECTED BY COPYRIGHT AND TRADESECRET LAW AND MAY NOT BE REPRODUCED IN ANY MANNER, EXCEPT BY THE DISTRICT OF SPAWOOD FOR ITS OWNUSE, OR WITH THE WRITTEN PERMISSION OF AECOM CANADA LTD.

The attached Report (the “Report”) has been prepared by AECOM Canada Ltd. (“Consultant”) for the benefit of the District ofSparwood (“Client”) in accordance with the agreement between Consultant and Client, including the scope of work detailedtherein (the “Agreement”).

The information, data, recommendations and conclusions contained in the Report:

are subject to the budgetary, time, scope, and other constraints and limitations in the Agreement and thequalifications contained in the Report (the “Limitations”);represent Consultants’ professional judgement in light of the Limitations and industry standards for thepreparation of similar reports;may be based on information provided to Consultant which has not been independently verified;have not been updated since the date of issuance of the Report and their accuracy is limited to the time period andcircumstances in which they were collected, processed, made or issued;must be read as a whole and sections thereof should not be read out of such context;were prepared for the specific purposes described in the Report and the Agreement;in the case of subsurface, environmental or geotechnical conditions, may be based on limited testing and on theassumption that such conditions are uniform and not variable either geographically or over time.

Unless expressly stated to the contrary in the Report or the Agreement, Consultant:

shall not be responsible for any events or circumstances that may have occurred since the date on which theReport was prepared or for any inaccuracies contained in information that was provided to Consultant;makes no representations whatsoever with respect to the Report or any part thereof, other than that the Reportrepresents Consultant’s professional judgement as described above, and is intended only for the specific purposedescribed in the Report and the Agreement;in the case of subsurface, environmental or geotechnical conditions, is not responsible for variability in suchconditions geographically or over time.

Except as required by law or otherwise agreed by Consultant and Client, the Report:

is to be treated as confidential;may not be used or relied upon by third parties.

Any use of this Report is subject to this Statement of Qualifications and Limitations. Any damages arising from improper useof the Report or parts thereof shall be borne by the party making such use.

This Statement of Qualifications and Limitations is attached to and forms part of the Report.

March 27, 2009 Project Number: 0764-637-00

Mr. Danny DwyerDistrict Of Sparwood136 Spruce AvenueSparwood, BC V0B 2G0

Dear Danny:

Re: Infrastructure Management Program

As we discussed in our telephone conversation on March 24th, I am pleased to present theInfrastructure Management Plan for the District of Sparwood. This report is the result of a study doneby AECOM on the tangible assets of the District and includes recommendations for anticipatedreplacement of different segments of infrastructure and their replacement cost.

We appreciate the opportunity to be of service to the District of Sparwood and support its ongoingdevelopment as a leading community in Southern British Columbia.

Sincerely,AECOM Canada Ltd.

Gord Geoffrey, P.Eng.Manager, Municipal Infrastructure

:tsEncl.


Inf rast ructure Manageme nt P lan


Signature Page

Report Prepared By: Report Reviewed By:

Gord Geoffrey, P.Eng. Shobuz Ikbal


In f r as tru ct ure Man ag em en t P lan

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Executive SummaryThis report presents the Infrastructure Management Plan, which is the result of a study done by AECOM onthe tangible assets of the District of Sparwood. The study encompasses four of the infrastructure systems:sanitary sewer or wastewater system; storm sewer; water system and road network. The study included adesktop assessment of the existing infrastructure based on age and material and input of this informationinto a spreadsheet. This report includes recommendations for anticipated replacement of different segmentsof infrastructure and their replacement cost.

Infrastructure management plan determines how Sparwood will carry out its actions, reach decisions, andapply technology to manage its infrastructure. This study used a top-down approach to develop strategic-level cost of services plans for a 100-year horizon for the purpose of determining funding requirements forsustainability. The result will allow Sparwood to develop a long-term cost model for the operation,maintenance, replacement, and upgrade of these infrastructure systems.

This report also includes a Water System Model for the District of Sparwood, which was added to the overallproject as a separate item. This is added as Appendix A to the report. It includes the results from the modelstudy, identification of capacity restrictions and recommendations of changes to the water network toimprove performance now and in the future.

Infrastructure Inventory

The first step of the study consisted of compiling available record information of Sparwood’s wastewater,water, stormwater and road systems to prepare a complete inventory of these systems. Four asset inventoryattributes for the water and sewer mains were used for this study: pipe material; diameter; year constructed;and length. Following are the summarized inventory data for each of the asset categories:

Wastewater: The wastewater collection system in Sparwood consists of 19,000 m of pipe. Thissystem was started in 1963 and installation of it continues today. The system includes pipesizes ranging from 100 mm to 600 mm and made of primarily PVC and VCT. Majority of thesepipes were installed either in early ‘70s or in early ‘80s. Actual breakdown of the different sizes,materials and installation years are shown in graphs in Section 3.1 of the report.

Waterworks: The waterworks system in Sparwood consists of 23,700 m of pipe. This systemwas started in 1969 and installation of it continues today. The system includes pipe sizesranging from 100 mm to 406 mm and made of primarily PVC and AC. Majority of these pipeswere installed in the ‘80s, while some were installed in the 70’s. Actual breakdown of thedifferent sizes, materials and installation years are shown in graphs in Section 3.2 of the report.

Stormwater: The stormwater collection system in Sparwood consists of 11,300 m of pipe. Thissystem was started in 1971 and installation of it continues today. The system includes pipesizes ranging from 150 mm to 1500 mm and made of primarily Concrete and PVC. Majority ofthese pipes were installed in mid ‘80s, while some were installed in early ‘70s. Actual breakdownof the different sizes, materials and installation years are shown in graphs in Section 3.3 of thereport.



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Road Network: The road system in Sparwood consists of 35,900 m of streets. This system wasstarted in 1963 and installation of it continues today. The road system has undergone significantupgrades since 1999 and it is in good shape.

Replacement Plan

This part of the study includes determining the cost of infrastructure elements, their anticipated life span andthen determining the replacement cost and year based on the anticipated useful life left for each of theinfrastructure. Although not the best indicator of condition, the age of the system, based on the year ofinstallation, is the simplest indicator of its condition. From this, the useful life left and required replacementyear has been determined. For this study, only replacement of assets was considered, not renewal orrehabilitation.

As complete cost data for infrastructure is hard to determine, the base cost data for this analysis was derivedfrom tenders received for construction at the Whisky Jack development in 2008. Where prices were missingfor specific sizes, the information was correlated to City of Calgary prices. The estimated value ofSparwood’s wastewater, waterworks, stormwater and roads, in 2008 dollars, is given in the following tables.

WastewaterComponent Value $

Pipe $6,318,242Manholes $2,760,615Total $9,078,857

WaterComponent Value $

Pipe $6,949,662Hydrants $642,400Valves $483,700Total $8,075,762

StormwaterComponent Value $

Pipe 5,533,381Manholes 1,459,950Total 6,993,331

RoadsComponent Value $

Major Roads $23,795,452

Minor Roads $24,021,031

Total $47,816,483

To quantify the life cycle costs for the waterworks and wastewater systems, costs were projected for eachcomponent over at least one life cycle. Costs were projected over a 80-year planning horizon. Based on theexperiences in other municipalities, material type is by far the most significant factor with respect todetermining future maintenance and renewal requirements of water and sewer mains.

The road life cycle costs were projected over the same 81 year period to provide a common basis forcomparison. Road life cycle costs were based on a rehabilitation program as opposed to a replacementprogram. This rehabilitation program was first modelled on the District’s current policy of rehabilitation every15 years or so. This generated an 81 year replacement cost of approximately $220,000,000. A modifiedplan was then used as the basis for this report consisting of 15 years for major roads and 30 years for minorroads.



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For the purposes of this strategic review, service life was assumed based on industry averages, augmentedby our experiences in other jurisdictions. As a result, the remaining life of each component was estimated bysubtracting the age of the component from its assumed service life. For example, a pump station that wasconstructed in 1950 with a useful life of 75 years (for the structure) will be replaced in 2025. The graphbelow shows the required replacement cost for the combined water, sewer and storm systems spread overthe next 80-year horizon.

Replacement cost differs from value of the systems as it includes allowances for:

Engineering and Contingency – 35%Road surface reconstruction for underground utility replacement assumingtrenchbox construction at $200/m

The replacement costs are:

Water $15,812,000Storm $11,540,000Sanitary $14,316,000Roads $99,626,000Total $141,294,000

$0

$1,000,000

$2,000,000

$3,000,000

$4,000,000

$5,000,000

$6,000,000

$7,000,000

Cos

t (20

08 $

)

1991 2000 2009 2018 2027 2036 2045 2054 2063 2072 2081 2090Year

Total Replacement Cost

RoadsStormSanitaryWater

Based on the compiled data and the foregoing analysis, the total replacement cost of Sparwood’s sanitary,water and storm sewer systems is $41,668,000 over the next 81 years or an average of $514,000 per year.The major factor in the spread of expenditures is the expected life span of the various components of theutilities. If the life span is greater that used in this report then the yearly average will decrease.



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Based on the compiled data the total cost to maintain the road system is $99,626,000 over the next 81 yearsor an average of $1,230,000 per year. This assumes that Sparwood modifies the road improvementprograms that were begun years ago. This program has proven successful at maintaining the condition ofthe roads without major replacement programs.

The total allowance per year for the Sanitary, Water, Storm Sewer and Roads system is $1,744,000.

The Total Allowance per year will be reduced as the District looks at the tactical planning of the infrastructurereplacement as discussed in Section 5.




Table of ContentsStatement of Qualifications and LimitationsLetter of TransmittalDistribution ListExecutive Summary

p a g e

1. Introduction ......................................................................................................1

2. Approach & Scope ...........................................................................................1

3. Inventories ........................................................................................................43.1 Sanitary Sewer Inventory..............................................................................................43.2 Waterworks Inventory ...................................................................................................63.3 Stormwater Inventory....................................................................................................93.4 Roads Inventory..........................................................................................................11

4. Study Analysis Results..................................................................................14

5. Evaluation and Tactical Planning .................................................................225.1 Evaluation...................................................................................................................225.2 Tactical Planning ........................................................................................................23

6. Conclusions and Recommendations ...........................................................246.1 Conclusions ................................................................................................................246.2 Recommendations......................................................................................................24

Appendices

Appendix A Water System EvaluationAppendix B WastewaterAppendix C WaterAppendix D StormwaterAppendix E RoadsAppendix F Evaluation



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1. Introduction

A primary responsibility of municipalities is to provide services to their communities such as mobility, cleanwater supply, and sewage and solid waste disposal. Almost all Canadian municipalities own civilinfrastructure assets such as roads, water treatment and distribution systems, and wastewater collection andtreatment systems to enable them to deliver these services. However, most Canadian municipalities arestruggling to maintain existing infrastructure under current tax levels. Municipalities continue to deal withdownloaded responsibilities and, at the same time, face growing needs to maintain and renew aged anddecaying infrastructure, public demands for high levels of service, and increased exposure to liability andrisk. Many municipalities are turning to asset management or infrastructure management as a means torationalize investments in their civil infrastructure assets to meet the service expectations of their taxpayers,at the best possible value.

Through this study, the District of Sparwood (Sparwood) seeks to develop a comprehensive database for allthe infrastructure assets owned and maintained by the District and a long-term cost model for the operation,maintenance, replacement, and upgrade of its waterworks, sanitary and storm sewer systems and roadnetwork, and then to develop a plan to finance the required work

The preparation of a computer model of Sparwood’s water distribution system, including an analysis of thesystem and preparation of a report, was added to this project. That report, written as a stand-alonedocument, has been included as Appendix A – Water System Evaluation.

2. Approach & Scope

Infrastructure management represents a way of doing business – it determines how Sparwood will carry outits actions, reach decisions, and apply technology to manage its infrastructure. Sustainability is achieved byplanning for infrastructure management in three ways:

Plan - Strategic planning involves long-term planning of policies and funding for infrastructureassets and it is focused on levels of service and definition of funding requirements forsustainability. Strategic plans typically have a 25- to 100-year horizon assess the optimum lifecycle activities properly.

Prioritize - Tactical planning focuses on development of broad programs to match the fundingrequirements of the strategic plan with a typical 10- to 25-year horizon, and requires moredetailed inventory of the condition and asset deterioration of rates.

Implement - Operational planning generally comprises detailed action plans for the upcomingyear. It is used to manage the daily operation of facilities and implementation of capital works.




EvaluateAssess effectiveness ofmeasures taken:

• What worked?• Where did we go wrong?• What can we be doing better?

ImplementRefine strategic and functionalapproach to AM:

• Wha t needs to be changed?• Who will this impact?• How do we ensure adopt ion?

PrioritizeIdentify where we need tofocus our efforts:

• Where are we most exposed?• Where are the largest returns?• Where are the “easy wins”?

PlanIdentify what needs to get done:

• Where are we now ?• Where do we want to go?• How do we get there?

Each of these planning functions is carried out for its specific purpose and is important to sustainablemanagement of assets to meet taxpayer expectations for levels of service, at the best value. The followingdiagram shows the links between the three planning processes.

This study used a top-down approach to develop strategic-level cost of services plans for a 100-year horizonfor the purpose of determining funding requirements for sustainability.

The study approach follows the fundamental principles of sustainable asset management as developed overa number of years and later documented by the National Research Council and Federation of CanadianMunicipalities in the National Guide to Sustainable Municipal Infrastructure (the InfraGuide).

The foundation of this Sustainable Asset Management Framework work is a series of questions that,when answered, lead to an assessment of the full cost to provide the services and a cost recovery plan.

The Sustainable Asset Management Framework schematic below shows these seven Questions ofSustainable Asset Management in the left column, in grey, and a series of activities that provide answers tothese questions, in yellow. The framework shows our approach – the seven Questions of assetmanagement. Through this study, answers are derived for six of the seven questions. The last question,development of a plan for financing the future asset management, is beyond the scope of this project; but theDistrict can use the results of this study to formulate a strategy for this.

The following diagram shows the relationships between the seven questions.




Sustainable Asset Management, leads to the work plan activities that, in turn, lead to a Sustainable UtilitiesSystem.

Information Gathering

The first steps of the study consisted of compiling available record information of Sparwood’s water,wastewater, stormwater and road systems. Data from Sparwood’s geographic information system wasconverted into a standard data spreadsheet model for the utilities. Sparwood can use this standard datastorage model as a repository for its water and wastewater data, to maintain continuity in Sparwood’s datasets. Four asset inventory attributes for the water and sewer mains were used for this study: pipe material,diameter, year constructed, and length.

The information provided by the District was crosschecked against available record drawings and informationwas corrected to match the drawings. In some instances, the available records did not provide all theinformation. In these cases, we reviewed the upstream and downstream systems to determine a reasonablefit to allow us to complete the data set. The data that has been assumed has been indicated as such in thespreadsheets. Some examples of this are:

Missing year – review the records of the connecting segments and use the earliest year

Missing pipe diameter – review the records of the connecting segments and uses the largestpipe diameter.




Pipe by Material

PVC34%

VCT61%

CONC2%

CT/AC0%

CMP1%

AC2%

3. Inventories

3.1 Sanitary Sewer Inventory

The extent of the sanitary sewer network in Sparwood’s database is missing pipe inventory for a number ofSparwood’s newer subdivisions. This information should be input as soon as possible to complete the dataset. Information from As Built engineering drawings was used to augment data in Sparwood’s database. Inmany cases, material type and diameter for sanitary sewer pipe were derived from the As Built drawings. Acopy of the completed spreadsheet is included in Appendix B – Wastewater.

The wastewater collection system in Sparwood consists of 19,000 m of pipe. This system was started in1963 and installation of it continues today.

The makeup of the system based on pipe materials is shown in the following pie chart. Appendix B containsthe table used to prepare this chart.




Pipe by Size

200 mm72%

250 mm14%

300 mm10%

100 mm1%600 mm

2%150 mm

1%

100 mm150 mm200 mm250 mm300 mm600 mm

0

1000

2000

3000

4000

5000

6000

Met

res

of P

ipe

1963 1967 1971 1975 1979 1983 1987 1991 1995 1999 2003 2007

Year

Sanitary Installation

The makeup of the system based on pipe diameter is shown on the following pie chart. Appendix B containsthe table used to prepare this chart.

The installation dates of pipe are shown in the following chart. Appendix B contains the table used toprepare this chart.




1963

1967

1971

1975

1979

1983

1987

1991

1995

1999

2003

2007

150

0

500

1000

1500

2000

2500

3000

3500

4000

4500

Metres

Year

Pipe Installed by Diameter

150

200

250

300

600

100

1963

1966

1969

1972

1975

1978

1981

1984

1987

1990

1993

1996

1999

2002

2005

AC

0

1000

2000

3000

4000

5000

6000

Metres

Year

Pipe Installed by Type

AC

CMP

CONC

CT/AC

PVC

VCT

Included in Appendix B is a table that indicates by year and size what lengths of pipe, by pipe material, wereinstalled.

3.2 Waterworks Inventory

The extent of the waterworks inventory in Sparwood’s database is missing pipe inventory for a number ofSparwood’s newer subdivisions. This information should be input as soon as possible to complete the dataset. Information on pipe material and date of construction was obtained from As Built engineering drawings.A copy of the completed spreadsheet is included in Appendix C – Water.




The water distribution system in Sparwood consists of 23,700 m of pipe. This system was started in 1969and installation of it continues today.

The makeup of the system based on pipe materials is shown in the following pie chart. Appendix C containsthe table used to prepare this chart.

The makeup of the system based on pipe diameter is shown on the following pie chart. Appendix C containsthe table used to prepare this chart.

Pipe Material by Type

AC53%

PVC44%

STEEL

1%

CU0%

DI2%

AC

CUDI

PVC

STEEL

Pipe Length by Diameter

50 mm2%

150 mm46%

200 mm26%

250 mm1%

300 mm19%

406 mm1%

350 mm4% 100 mm

1%




Pipe Installation

02000400060008000

1000012000

1963

1965

1967

1969

1971

1973

1975

1977

1979

1981

1983

1985

1987

1989

1991

1993

1995

1997

1999

2001

2003

2005

Year

Met

re

0

1000

2000

3000

4000

5000

Metres

1963

1966

1969

1972

1975

1978

1981

1984

1987

1990

1993

1996

1999

2002

2005

Year

Pipe Diameter by Year

50mm100mm150mm200mm250mm300mm350mm406mm

The installation dates of pipe are shown in the following charts. Appendix C contains the table used to preparethis chart and a table that indicates by year and size what lengths of pipe, by pipe material, were installed.

1963

1966

1969

1972

1975

1978

1981

1984

1987

1990

1993

1996

1999

2002

2005

0

1000

2000

3000

4000

5000

6000

7000

8000

Met

res

Year

Pipe Material by Year

ACCUDIPVCSTEEL




3.3 Stormwater Inventory

The extent of the storm sewer network in Sparwood’s database is missing pipe inventory for a number ofSparwood’s newer subdivisions. This information should be input as soon as possible to complete the dataset. Information from As Built engineering drawings was used to augment data in Sparwood’s database. Inmany cases, material type and diameter for stormwater pipe were derived from the As Built drawings. Acopy of the completed spreadsheet is included in Appendix D – Stormwater.

The stormwater collection system in Sparwood consists of 11,300 m of pipe. This system was started in1971 and installation of it continues today.

The makeup of the system based on pipe materials is shown in the following pie chart. Appendix D containsthe table used to prepare the next chart.

Pipe by Material Type

CONC46%

CPS2%

PVC38%

CMP8%

WTD5%STEEL

1%




1963

1966

1969

1972

19751978

198119

8419

871990

199319

961999

2002

2005

0

200

400

600

800

1000

1200

1400

1600

Met

res

Year

Pipe Installed by Size

200

300

375

450

525

600

675

750

900

1050

1200

1500

150

The makeup of the system based on pipe diameter is shown on the following pie chart. Appendix D containsthe table used to prepare this chart.

The installation dates of pipe are shown in the following chart. Appendix D contains the table used toprepare this chart.

Pipe by Size

200 mm9%

300 mm28%

375 mm21%

1050 mm2%750 mm

2%

1200 mm0%

900 mm7%

1500 mm2%

150 mm2%

675 mm5%

600 mm6%

525 mm8%

450 mm8%




3.4 Roads Inventory

The roads inventory was built from scratch based on the road evaluation report from 1999. The road systemhas undergone significant upgrades since 1999 and it is in good shape.

The road system in Sparwood consists of 35,939 m of road. This system was started in 1963 and installationof it continues today.

The District has undertaken an extensive roadway rehabilitation project that increases the service life of theroads back to original condition when applied. This program has included necessary repairs to the roadbase, replacement of sidewalk curb and gutter as required, milling of the road surface and placement of newasphalt. The road base and concrete replacement has been approximately 15% of the total within the arearehabilitated each year.

A copy of the completed spreadsheet is included in Appendix E – Roads.

1963

1966

19691972

19751978

1981

1984

198719

90

1993

1996

1999

2002

2005

0

5 00

1000

1500

2000

250 0

3000

3500

Metres

Yea r

Pipe Installed by Type

CMP

CONC

CPS

P VC

STE EL

W TD




The District currently has a policy of road rehabilitation every 15 years. The following table provides arecommended schedule of road rehabilitation on a varying time frame basis.

15 YEAR CYCLE

Arbutus Road

Aspen Drive

Campground Road (entrance)

Centennial Square

Centennial Street

Corbin Road

Douglas Fir Road

Esso Bulk Road

Firehall No. 2 Access Road

Golf Course Access Road

Industrial Road #1

Industrial Road #2

Industrial Road #3

Matevic Road

Michel Creek Road

Pine Avenue

Ponderosa Drive

South Hiway 3 Access

Spardel Access

Sparwood Drive

Spruce Avenue

20 YEAR CYCLE

Engelmann Spruce Drive Red Cedar Dr.

30 YEAR CYCLE

2nd Avenue

305 A-K Road

3rd Avenue

4th Avenue

Alderwood Street

Alpine Place

Balsam Street

Birchwood Place

Blue Spruce Crescent

Briarwood Place

Buckthorn Road

Cottonwood Street

Cypress Drive

Cypress Place

Dogwood Place

GN Road

Hemlock Road

Hickory Court

Lane (Library Lane to Tamarack Ave.)

Lane (Pine Spur Dr. to Hemlock Road)

Lane (Spruce Ave. to Pine Spur Drive)

Library Lane (Lane to Pine Avenue)

Lions Park Place

Lodgepole Place

Maple Street

Mountain Ash Crescent

Pacific Yew Crescent

Pine Spur Drive

Pinyon Court

Pinyon Road

Red Cedar Crescent East

Skill Center Road

Sycamore Road

Tamarack Avenue

Trail (Near Bocci Courts)-Pine Avenue toR/R Tracks & Loop

Valley View Drive




30 YEAR CYCLE

Hickory Crescent

Hickory Place

Juniper Crescent

Lane (2 Avenue to 4 Avenue)

Lane (Buckthorn Rd to Buckthorn Road)

Lane (Centennial Street to HemlockRoad)

Lane (between Centennial Street andSpruce Ave.)

Lane (Mun Bldg. to Red Cedar Dr.)

Valley View Place

Western Larch Crescent

White Birch Crescent

White Oak Place

Wildwood Drive

Willow Place

Woodland Place




4. Study Analysis Results

Q1: What do we have?

Sparwood’s inventories for the water and wastewater systems were determined based on the compiled data.Summarized data for these systems are shown below. As a completeness of the inventory, Sparwood’scompiled inventories were compared to typical water and wastewater system inventories of similar sizemunicipality.

Basic Data Typical System SparwoodSystem

Total length of water main: 4 m to 6 m per capita 16,000 to 24,000 23,690Total number of hydrants: one hydrant for every 150 m to 250 m ofwatermain

95 - 158 88

Total number of valves: one valve for every 100 m to150 m of watermain

157 - 237 191

Basic Data Typical System SparwoodSystem

Total length of sanitary sewer main: 3 m to 5 m per capita 12,000 to 20,000 18,970Total number of manholes: one manhole for every 50 m to 85 m of sewer 223 to 375 272

Q2: What is it worth?

Cost Assumptions

Complete cost data for infrastructure is hard to derive. The base data for this analysis was derived fromtenders received for construction at the Whisky Jack development in 2008. Where prices were missing forspecific sizes the information for priced items was correlated to City of Calgary prices to determine a costincrease factor. This cost increase factor was then used on City of Calgary prices to obtain Sparwood pricesfor 2008.

Anticipated life span of the different utilities materials was derived from information available on the Internet.The lower end of the life spans provided was used based on the results of some repairs made in the past fewyears on water system components.

As Sparwood begins to track maintenance and repairs, the estimate life span for the various materials canbe adjusted.




The life spans used in this study are:

Material Life SpanAC 50

CMP 20CONC 40CT/AC 50PVC 75

Was

tew

ater

VCT 50

Material Life SpanAC 50

CU 50

DI 40PLASTIC 75

PVC 75

Wat

er

STEEL 50

Material Life SpanCMP 20

CONC 75CORRUGATED PERFORATED STEEL 40

PVC 75STEEL 50

Stor

mw

ater

WTD 50All components have been assumed to have a life spanof 30 years. This lifespan can be extended by streetimprovement projects such as Sparwood has beenrunning for the past 10 years.

Roa

ds

The present value of the roads has been derived fromthe 2008 replacement costs prorated by the number ofyears left in the serviceable life. This works out to thevalues shown in the following table.

The current values of the District’s existing infrastructure inventory, based on the cost assumptions describedabove, are as follows:

Component Present Value ($)

Sanitary Sewer $9,078,857

Water $8,075,762

Storm Sewer $6,993,331

Roads $47,816,483

Total $71,964,433




Q3: What condition is it in?

Although not the best indicator of condition, the age of system components is the simplest indicator ofcondition and, for the purposes of this strategic-level study, adequate. As discussed above, the systemswere categorized into homogeneous elements to account for different useful life expectancies of theelements

As the year of construction for each water distribution system component was not readily available,construction dates were sampled from As Built information and confirmed with City staff according todevelopment construction by areas in Sparwood to estimate the age of infrastructure. Charts showing theyear of installation Sparwood’s water, stormwater and wastewater infrastructure and included in Section 3 ofthis report.

Q4: What do we need to do to it?

In keeping with the purpose of this study, only replacements of assets were considered, not renewal orrehabilitation. Consideration of optimal asset renewal interventions to maximize useful lives of assets is oneof the primary concerns of tactical planning for infrastructure, not strategic planning

The year of construction and the useful service life were used to project the replacement year and develop areplacement profile for the waterworks, wastewater and stormwater systems. This approach applied a “do-nothing” strategy to the management of the infrastructure (i.e., the infrastructure is permitted to progress tofailure at a time defined by the date of installation of the asset plus its useful life). Proactive assetmanagement will allow the various peaks to be smoothed out through the use of regular condition inspectionand application of appropriate and timely interventions.

Sparwood has taken a proactive approach of intervention on the road system. This approach does not allowthe roadway structure as a whole to fail. By maintaining the surface condition, the underlying road base isprotected. This methodology should be continued and integrated with the necessary work on theunderground systems.

To quantify the life cycle costs for the waterworks and wastewater systems, costs were projected for eachcomponent over at least one life cycle. Costs were projected over an 80-year planning horizon.

Based on the experiences in other municipalities, material type is by far the most significant factor withrespect to determining future maintenance and renewal requirements of watermains.

Monitoring of all infrastructure should be carried out whenever possible (during repairs, normal maintenance,etc) and the condition tracked against the life spans used in this report. As the life spans are confirmed ormodified this report should also be modified to revise the expected years of replacement / rehabilitation.




1991 2001 2013 2015 2019 2020 2021 2024 2025 2029 2031 2034 2036 2055 2056 2057 2058 2060 2061 2063 2081 2082

100

200

300

0

500

1000

1500

2000

2500

3000

3500

4000

4500

Met

res

Year

Sewer Replacement

100150200250300600

2019

2020

2021

2024

2025

2030

2035

2038

2054

2055

2056

2057

2059

2062

2079

2091

50 mm

200 mm

350 mm0

500

1000

1500

2000

2500

3000

3500

4000

4500

5000

Met

res

Yera

Size

Water Replacement

50 mm100 mm150 mm200 mm250 mm300 mm350 mm406 mm

Q5: When do we need to do it?

For the purposes of this strategic review, service life was assumed based on industry averages, augmentedby our experiences in other jurisdictions. As a result, the remaining life of each component was estimated bysubtracting the age of the component from its assumed service life.

For example, a pump station that was constructed in 1950 with a useful life of 75 years (for the structure) willbe replaced in 2025.




2000

2002

2004

2011

2021

2030

2034

2046

2055

2056

2057

2059

150 mm

375 mm

600 mm

900 mm

1500 mm

0

200

400

600

800

1000

1200

1400

1600

Metres

Year

Storm Sewer Replacement

150 mm200 mm300 mm375 mm450 mm525 mm600 mm675 mm750 mm900 mm1050 mm1200 mm1500 mm

Q6: How much money do we need?

Replacement Cost

The replacement cost of an asset is often used as a baseline for funding-level estimating. It is essential todetermine a realistic estimate of the cost to replace an asset to develop prudent approaches to manage theasset effectively in both the short and long term. Plant Replacement Value, as defined by the U.S.Department of Defence in developing sustainable infrastructure management models, is the “cost to replacethe facility with one of equivalent capacity and function”. Appropriate maintenance and renewal fundinglevels will vary depending on the nature, condition, and function of an asset but will typically vary from 1% -4% of its replacement cost.

For both water, wastewater and storm sewer infrastructure, the baseline costs used for estimating purposesare described above. Assumptions used to develop costs included infrastructure being located in adeveloped environment, requiring replacement by typical rehabilitation means. The costs do not include costof repaving the roadways. The roadway costs are captured separately. We increased the baseline estimatenumbers for construction cost by 35% to allow for engineering, estimating contingency, and overhead andadministration.




$-

$500,000

$1,000,000

$1,500,000

$2,000,000

$2,500,000

$3,000,000

$3,500,000

$4,000,000

Cos

t (20

08 $

)

1991

2001

2011

2021

2031

2041

2051

2061

2071

2081

2091

Year

Sanitary Replacement Cost

The Capital Replacement Costs have been increased to account for the inspection and engineering costs,overhead and administrative costs, and contingency as a percent of capital construction cost, as follows:

Inspection and Engineering 15%Overhead and Administration 10%Contingency 10%

The replacement costs are:

Water $15,812,000Storm $11,540,000Sanitary $14,316,000Roads $99,626,000Total $141,294,000

The following charts represent dollar values when replacements are currently scheduled for the Sanitary,Water, Storm and Roads system. The final chart shows the cumulative replacement by cost for all four.




$0

$500,000

$1,000,000

$1,500,000

$2,000,000

$2,500,000

$3,000,000

$3,500,000

$4,000,000

$4,500,000

$5,000,000

Cos

t (20

08 $

)

1991

2001

2011

2021

2031

2041

2051

2061

2071

2081

2091

Year

Water Replacement Cost

$0

$1,000,000

$2,000,000

$3,000,000

$4,000,000

$5,000,000

$6,000,000

Cos

t (20

08 $

)

1991

2001

2011

2021

2031

2041

2051

2061

2071

2081

2091

Year

Storm Replacement Cost




$0

$1,000,000

$2,000,000

$3,000,000

$4,000,000

$5,000,000

$6,000,000

Cos

t (20

08 $

)

1991

2001

2011

2021

2031

2041

2051

2061

2071

2081

2091

Year

Road Rehabilitation Cost

$0

$1,000,000

$2,000,000

$3,000,000

$4,000,000

$5,000,000

$6,000,000

$7,000,000

Cos

t (20

08 $

)

1991 2000 2009 2018 2027 2036 2045 2054 2063 2072 2081 2090

Year

Total Replacement Cost

RoadsStormSanitaryWater




Q7: How will we fund it?

The mechanism to fund this work was not part of the scope of this project. Given this strategic plan,Sparwood can now consider the funding methods available, tactical plans and the actual implementation.

5. Evaluation and Tactical Planning

5.1 Evaluation

The only information available to rate the infrastructure consisted of age and material. Additional informationis required to better calculate the expected life span of the infrastructure. The life spans provided in thisreport are based on published information from North America. The approximate median point of the ageranges was used in determining remaining life of the infrastructure.

As part of the ongoing maintenance, the District should start collecting data on the condition of theinfrastructure. Appendix F contains information that the District can use in cataloguing the condition of theinfrastructure.

Based on the information available our evaluation of the infrastructure is:

Sewer

The majority of the pipe material is VCT at 61% followed by PVC at 34%. Both pipe materialsexhibit long life and generally do not suffer many breaks. The only problem lies with the VCTpipe in that it is very susceptible to infiltration of ground water from the joint and serviceconnections. The average daily flow per capita at the wastewater treatment plant should bemonitored for increases in the flow. This could be an indication of increasing infiltration.

The sewer system contains five (5) reaches totalling 239 m of CMP pipe material. This materialtypically has a short service life in sanitary sewer applications. This District should arrange for avideo inspection of these sewers to determine their actual condition.

Water

The majority of the pipe material is AC at 53% followed by PVC at 44%. Both pipe materialsexhibit long life and generally do not suffer many breaks. The AC pipe however is verysusceptible to breaking in the areas where there has already been a significant break. This isdue to the loss of bedding material around the pipe, which reduces the support causing the pipeto snap.

The water modelling analysis has indicated a significant difference between the yearly averagewater consumption per capita versus the yearly average sewage generation per capita. Data




from other communities indicates the water to sewage ratio should be in the order of 1.2, inSparwood the ratio is approximately 3. this could be caused by a number of potential reasons aslisted below:

o Errors in the water metero Errors in the sewage meter at the wastewater treatment planto Significant leakage from the water systemo Unaccounted for water use.

The district should attempt to determine the reason behind the abnormally high per capita wateruse.

Storm

The majority of the pipe material is Concrete at 46% followed by PVC at 38%. Both pipematerials exhibit long life and generally do not suffer many breaks.

Approximately 8% of the pipe system consists of CMP pipe with another 2% being CPS pipe.Both pipe materials are susceptible to significant rusting. These pipes should be inspected forintegrity

Roads

The majority of the roads are in very good condition. The District currently has a policy torehabilitate all roads on approximately a 15 year cycle. When the preliminary costs were run onthis basis, the total expenditure forecast for roads over the next 81 years increased by 50% to$147,000,000 or an additional $593,000 per year.

A modified program was then tried. This program consisted of varying time periods betweenrehabilitation of 15 years, 20 years and 30 years. The 15 year cycle focuses on major roads withhigher traffic loading, the 30 year cycle focuses on minor local roads and the 20 year cycle picked uptwo higher volume local roads.

5.2 Tactical Planning

Tactical planning is the process by which a community plans for the next 15 to 20 years of rehabilitation andreplacement work. The objective is to maximize life span while minimizing expenditures. A well-consideredtactical plan can provide significant savings over the replacement costs by grouping works together.

This grouping consists of, for example, letting a section of road deteriorate beyond what would normally beallowed because the water and sanitary sewer need to be replaced in the near to intermediate future. Thereis no sense in fixing a road to last another 15 to 30 years only to rip it up in 10 years to replace theundergrounds.




The next step for the District should be considering the levels of service they have committed to providing thelevels of service required for public health and the costs. With this information, the District should prepare aTactical Asset Management plan for the next 20 years.

6. Conclusions and Recommendations

6.1 Conclusions

1. Sparwood did not have sufficient information, other than year of installation and material forpiped infrastructure, by which to determine condition and expected life span.

2. Sparwood has an existing road rehabilitation program that has been implemented to lengthenthe life of the roadways.

3. Based on the compiled data and the foregoing analysis, the total replacement cost ofSparwood’s sanitary, water and storm sewer systems is $41,668,000 over the next 81 years oran average of $514,000 per year.

4. Based on the compiled data and the foregoing analysis, the total on-going rehabilitation cost ofthe road system is $99,626,000 over the next 81 years or an average of $1,230,000 per year.Note this provides for rehabilitation of major roads every 15 years and every 30 years for minorroads.

5. The major factor in the spread of expenditures is the expected life span of the variouscomponents of the utilities. If the life span is greater than that used in this report, then theyearly average will decrease.

6. Sparwood should begin accumulating data on the condition of the existing piped infrastructurein order to refine the analysis contained in this report.

6.2 Recommendations

1. Begin accumulating data of the underground systems based on the evaluation forms enclosedin Appendix F – Evaluation.

2. Inspect critical components such as CMP piping in the sanitary sewer system.

3. Inspect CMP and CPS piping in the storm sewer system

4. Critical sanitary sewers – working from the largest size downwards

5. Determine the reason that the per capita daily water use is three times the per capita dailysewage treated.

6. Proceed with tactical planning to prepare a 20 year replacement / rehabilitation program.




Appendix AWater System Evaluation

December 2008 i

TABLE OF CONTENTS

EXECUTIVE SUMMARY ........................................................................................................... 11.0 INTRODUCTION............................................................................................................ 11.1 Objectives .................................................................................................................................1

1.2 Water System Background.......................................................................................................1

1.2.1 Raw Water Supply System........................................................................................................ 11.2.2 Water Distribution System ....................................................................................................... 1

1.3 Methodology .............................................................................................................................2

2.0 WATER MODEL DEVELOPMENT ................................................................................ 22.1 2008 and 2026 Water Demands ................................................................................................2

2.1.1 Present and Future Population ................................................................................................ 22.1.2 2008 Water Demand................................................................................................................ 32.1.3 2026 Water Demand................................................................................................................ 5

2.2 Water Model Setup....................................................................................................................5

2.3 WATER MODEL CALIBRATION................................................................................................6

3.0 WATER SUPPLY AND DISTRIBUTION SYSTEM HYDRAULIC MODELLING............. 73.1 Analysis Criteria........................................................................................................................ 73.2 Existing Water System Modeling Results................................................................................7

3.3 Proposed upgrades to the 2008 water supply and distribution system.................................8

3.4 Cost estimates for the proposed upgrades to the 2008 water supply and distributionsystem 11

3.5 Future System Review............................................................................................................ 12

4.0 FURTHER RECOMMENDATIONS .............................................................................. 12

December 2008 ii

TABLE OF CONTENTS

LIST OF TABLES:

Table 1 Summary of the recommended upgrades and their associated costs.............2Table 2 Summary of the district’s population projection .......................................................2Table 3 Summary of the district’s potable water demand ....................................................3Table 4 Sparwood large water consumers ............................................................................3Table 5 2008 Potable Water Demand ....................................................................................4Table 6 Sewer flows and water supplies in January through October of 2007 and 2008 .5Table 7 2026 projected water demand...................................................................................5Table 8 Model Setup Base Data and Development Structure .............................................6Table 9 Problem Area Statistics at Status Quo .....................................................................8Table 10 Proposed Upgrading Solutions to Water System Deficiencies ............................9Table 11 Proposed upgrades to the 2008 water supply and distribution system ............10Table 12 Cost estimates for the proposed upgrades..........................................................11

APPENDICES:

APPENDIX A Residential Per Capita Consumption Rate Calculation & Large Water ConsumerWater Use Estimate

APPENDIX B Calculation of Required Fire Flow (based on District Supplied Building Floor Planand Fire Underwriter Survey Formula)

APPENDIX C CII Demand Calcuations

APPENDIX D Figure 1 Water Distribution Network in Sparwood

APPENDIX E Hydrant Test Matrix Form

APPENDIX F Figures 1 to 7 Water Distribution Pressure Distribution Contour at presentsituation

APPENDIX G Figures 1 to 7 Water Distribution Pressure Distribution Contour after upgrade #1

APPENDIX H Figures 1 to 7 Water Distribution Pressure Distribution Contour after upgrade #2

APPENDIX I Figures 1 to 7 Water Distribution Pressure Distribution Contour after upgrade #3

APPENDIX J Figures 1 to 7 Water Distribution Pressure Distribution Contour after upgrade #4

APPENDIX K Figures 1 to 7 Water Distribution Pressure Distribution Contour after upgrade #5

APPENDIX L Figures 1 to 7 Water Distribution Pressure Distribution Contour in future Scenario

January 2009 1

EXECUTIVE SUMMARY

The District of Sparwood (the District) engaged AECOM to provide an Infrastructure Master Plan for thecommunity. Part of the Infrastructure Management Plan for the community included the analysis of thepotable water supply and distribution system to determine the short and long term upgrade requirementsand their associated cost estimates.

The analysis utilizes the latest water modeling tools, WaterGEMS V8i. The model consists of the waterwell pumps, booster pumps and water wells (all together simulated as reservoirs), water storage facilitiesand distribution piping network. This analysis is based on information supplied by the District, review ofhistorical engineering records, technical literature review and a telephone conference call meeting withDistrict administrative and operations personnel.

Through modeling, this study has identified several existing issues within the potable water supply anddistribution system, i.e. water low pressure or insufficient water flow in Sparwood Heights north and south,and in Sparwood Proper northeast and south. AECOM has looked into these deficiencies, and hasidentified items that need upgrading to provide a reliable water supply and distribution system. Theassociated cost estimate is given to each recommended upgrade.

In the study, AECOM found the residential water use per capita is approximately 900 L/c/day, which is asmuch as two to three times of that in most other communities in Canada. The ratios of recorded potablewater supply flows and record sewage flows are 32.2% and 29.2% in Sparwood in 2007 and 2008,respectively. In other words the District is only treating one-third of the water being pumped into the watersystem. This information is a strong signal of water leakage in the Town’s water supply and distributionsystem.

As AECOM understands, there are few water meters installed throughout Sparwood water system.Having water meters installed at all the water service customers will enhance water conservation, andreduce water resource waste.

Darwin Calibrator is a program used to conduct water model calibration. There is not enough data tosupport calibration of this model. AECOM has developed a hydrant test matrix form for the District use. Ifthe data can be obtained from future hydrant tests, a full calibration of the model can be implemented.The non-calibrated model is used during the whole modeling process.

The need to replace water well pumps and distribution system pumps was not part of the scope of work.A separate study is required to analyze the impact a future increase in population will have on the wellpumps and distribution system pumps.

The conceptual development plans and projected population increments from previous studies was usedto layout a preliminary water distribution network and calculate the future water demand. This was addedto the water model to study the future water system in an effort to view potential water system deficiencieswhich may arise due to future development.

The following table 1 summarizes the recommended upgrades and their associated costs:

January 2009 2

Table 1 Summary of the recommended upgrades and their associated costs

Upgrading Needs Description Cost Estimate*

Segment IConstruct Whiskey Jack Reservoir, new pipeinstallation from Whiskey Jack Reservoir to existingpipe network

Reservoir +$661,000

Segment II New pipe Installation in Sparwood Heights North $536,000

Segment III New pipe Installation in Sparwood Heights South $219,000

Segment IV Pipe upsizing in Sparwood Proper Northeast $1,403,000

Segment V New pipe Installation and pipe upsizing in SparwoodProper South $1,000,000

*for budgetary purpose, all cost rounded to thousands dollars

Including the identified upgrade needs, AECOM also recommends the following:The District consider implementing additional leak detection programs to pinpoint leakage in theexisting water system. This will help address the reason why per capita water use is so highThe District should consider implementing universal water metering. This would encourage waterconservation and would allow a better determination of the water loss issue.As time is available the District implement the hydrant flow testing to allow calibration of the watermodel

December 2008 Page 1 of 12

1.0 INTRODUCTION

1.1 Objectives

This study will identify water system upgrade requirements and provide solutions. These objectivesare to be achieved through water model development and model simulation approach. Costestimates for the proposed improvements will be provided accordingly. AECOM will also examinepiping network potential deficiencies in meeting future water distribution needs and provide optionalsolutions.

The following are the outline of the main tasks of this report:Develop a water modelSimulate the existing water supply and distribution system at present demandIdentify existing water supply and distribution system deficienciesPropose upgrades solutions to address the identified deficienciesProvide a preliminary water distribution pipeline layout of future development according to theTown’s future development conceptSimulate the water supply and distribution system in the projected future demandFinding the proposed system potential deficiencies and recommending upgrade optionsProvide a cost estimate of the water supply and distribution system upgrades

1.2 Water System Background

1.2.1 Raw Water Supply System

The District’s raw water supply consists of three wells. Wells number 1 and 2 are located inSparwood Heights on the northwest bank of the Elk River, near the confluence of Michel Creek. Wellnumber 3 is located on the southeast bank of the Elk River near the Mountain View ElementarySchool in Sparwood Proper.

Raw water is pumped from the water wells. Potable water is pumped via booster pumps from thesesupply points to the consumption area or to storage reservoirs through the distribution piping network.

The water wells and booster pumps are simulated as fixed elevation reservoirs.

1.2.2 Water Distribution System

The water distribution network piping system is made up of all the pipes and fittings and includespolyvinyl chloride (PVC) pipe ranging in size from 150 mm to 350 mm diameter and asbestos cement(AC) pipe, including the 200 mm and 300 mm mains across Elk River from the Sparwood Heightspump station to the existing town site and the 350 mm main from the Sparwood Heights pump stationto Sparwood Heights. Hydrants are installed for fire protection and isolation valves are installed toenable the operator to isolate different areas of the distribution system.

Currently there are two treated water storage reservoirs in the water distribution system. The TownReservoir is located east of Highway 3, adjacent to the town site. The North Sparwood Reservoir islocated west of Sparwood Heights. Both reservoirs process a capacity of approximately 1,850 m3.


AECOM has recommended the construction of a third reservoir with a capacity of 2,300 m3,. Thisreservoir should be constructed in the Whiskey Jack area since the majority of the additionalpopulation will be located here1.

1.3 MethodologyThe following sequence of tasks was followed during the analysis of the water supply and distributionsystem:

Gathered information from the District pertaining to the existing waterworks:Records of water consumption.Large water consumers in the DistrictTreated water reservoir and distribution pump available information.Record drawings of the existing water system.Previous engineering reports on the water system.

Telephone conference call meeting with the District operation staff to discuss system operations.Information compilationLiterature review of technical documents related to water supply and distribution systemsWater model setup: network data input and model configurationStarting modeling, finding deficiencies,Looking into solutions to address the deficiencies, update model with proposed upgrades in astepwise approach, until all deficiencies are resolvedPreparation of cost estimates for the upgradesAdd a preliminary water distribution pipeline layout of future development according to the Town’sfuture development conceptDistribute the projected incremental water demand into the networkModelling the system under this projected situation, and finding deficienciesProvide optional solutions, if deficiencies are found

2.0 Water Model Development

2.1 2008 and 2026 Water Demands

2.1.1 Present and Future PopulationThe servicing population is one of the key elements in assessing a water system. Statistics Canada2

census records of the District shows the total population for the District in 2001 and 2006 are 3,812and 3,618 respectively with an urban population of 3358 in 2006. The Official Community PlanTechnical Supplement estimates the current population in the urban area at 3360, and the projectedfuture population in 2026 of 8170. Table 2 shows the summary of the study area current and aprojected servicing population used in the modeling process.

Table 2 Summary of the district’s population projection

Year Total Population

2008 3,3602026 8,170

1 District of Sparwood 2005 Technical Supplement to Official Community Plan Bylaw 869, 2002, UMAEngineering Ltd., January 20062 Statistics Canada, 2006 Census Data Products, available online athttp://www12.statcan.ca/english/census01/Products/standard/themes/ …LEVEL=3&FREE=0


2.1.2 2008 Water DemandThe following table 3 summarizes the District’s potable water supply record in 2007 and 2008:

Table 3 Summary of the district’s potable water demand

Year Total Supply Record(m3)

Gross Per capita demand(l/c/day)

Jan to Oct 2007 1,239,510 1,213Jan to Oct 2008 1,063,326 1,038

In 2008, the District found and repaired a number of significant water leaks in the distribution pipingsystem. This likely explains the reduction in per capita usage from 2007 to 2008.

The 2008 potable water consumption record is used for present and future water demand projectionand analysis in the water model. This water model divided the water demands into two sources:

Residential demand: This demand typically fluctuates during the day and during the monthsof the year.Large water consumers:

Industrial, institutional and commercial demand (CII)Other large consumers: i.e. Causeway Bay Hotel in this study

The following equation shows how the Residential Average Day Demand (ADD) is calculated:

ADDR = Total water supply record (Jan to Oct) – water used by large water consumers 305 Days (Jan to Oct) x Total population

The ADD is then multiplied by factors to get the Maximum Day Demand (MDD) and the Peak HourDemand (PHD). In a community the size of the District an MDD peaking factor of 2.0 and a PHDpeaking factor of 4.0 would typically be used. These factors are used in this analysis.

The Maximum Day Demand (MDD) is the highest demand over a one day period and is calculatedby:

MDDR = ADDR x 2

The Peak Hour Demand (PHD) is the highest demand over a one hour period and is calculated by:

PHDR= ADDR x 4

The following table 4 provides a list of the identified large water consumers in the District:

Table 4 Sparwood large water consumers

Name Location

Causeway Bay Hotel Red Cedar DriveHusky Service Station Car Wash Aspen DriveAutobath Douglas Fir RoadRecreation Centre and Swimming Pool Pine AveSparwood Secondary School (pop 337) near intersection of Red Cedar Drive and Blue

Spruce CrescentSparwood Elementary School (pop 329) near intersection of Red Cedar Drive and Blue

Spruce CrescentHealth Care Centre Pine AveColumbia Chrome Douglas Fir RoadIrrigation-lawns, fields and green belts various areas in Sparwood District


The water use by the Cause Bay Hotel is similar to that by residential use. Therefore the previousdiscussed peaking factors are applied.

The water demands of other large water users include commercial, institutional, and industrial (CII)are relatively constant so no peaking factors are applied to their ADDCII.

Therefore the total ADD, MDD and PHD are:ADD= ADDR + ADDCIIMDD=MDDR + ADDCII= 2.0XADDR + ADDCIIPHD=PHDR + ADDCII= 4.0XADDR + ADDCII

Sparwood water use records shows 1,063,326 m3 potable water being supplied in January throughOctober 2008. The following table 5 summarizes the ADD, MDD and PHD of the District. Detailedcalculation for ADDCII is provided in Appendix A.

Table 5 2008 Potable Water Demand

Name liters/sec liters/sec

ADDR 34.9

ADD Causeway Bay Hotel 0.1ADD 40.4ADDCII 5.4MDDR = ADDR 69.8

MDD Causeway Bay Hotel =2.0XADD Causeway Bay Hotel

0.2MDD 75.4

MDDCII = ADDCII 5.4PHDR = 4.0XADDR 139.6

PHD Causeway Bay Hotel =4.0XADD Causeway Bay Hotel

0.4PHD 145.4

PHDCII =ADDCII 5.4

Based on a population of 3,360 persons in the District, the average water demand per person isabout 900 l/c/d, see APPENDIX B for detailed calculations:

dclpersons

dayliters //900360,3

sec/400,86sec*/9.34

At the time of writing, the flow rate required for fire protection is not developed in the District. Toestimate the fire protection flow rate required, the District provided a building floor plan. AECOMcalculated the fire protection flow rate required by utilizing the formulas provided in the Canadian FireUnderwriter Survey. The calculation indicates a fire flow of 190 L/s. Detailed calculations are shownin Appendix C.

In comparison a fire flow of 150 L/s is required for the commercial, industrial, institutional and highresidential area in the City of Medicine Hat. Considering Sparwood is a relatively smaller community,the 150 l/s flow rate was used to evaluate the fire flow availability in the district.

The following Table 6 summarized the records of sewer flows to the Town’s wastewater treatmentplant and the potable water supply data. Comparing the sewage flows and the potable watersupplied, there seems to be a significant leakage problem that needs attention.


Table 6 Sewer flows and water supplies in January through October of 2007 and2008

2008 Jan Feb Mar Apr May Jun Jul Aug Sep OctSewer Flows

(m3) 31084 33237 35960 38268 37344 35113 32911 33168 31245 33799

Potable WaterSupplied( m3) 86524 84580 90953 89791 101037 121708 150199 137327 103908 97299

Recovery 32.2%

2007 Jan Feb Mar Apr May Jun Jul Aug Sep OctSewer Flows

(m3) 34389 30422 51687 43237 39667 39575 32195 31515 29800 29512

Potable WaterSupplied (m3) 106787 102282 118436 110241 121035 106938 210866 172357 106019 84549

Recovery 29.2%

2.1.3 2026 Water Demand

From Table 2, the year 2026 projected population is 8,170 and the ADDR of the District is about 900L/c/d. The following Table 7 summarizes the District’s projected water demand.

Table 7 2026 projected water demand

Name Flow L/s Flow L/s

ADDR 84.98ADD Causeway Bay Hotel 0.13ADD (2026) 90.5ADDCII 5.39MDDR = ADDR 169.96MDD Causeway Bay Hotel =2.0XADD Causeway Bay Hotel

0.26MDD (2026) 175.61

MDDCII = ADDCII 5.39PHDR = 4.0XADDR 339.92PHD Causeway Bay Hotel =4.0XADD Causeway Bay Hotel

0.52PHD (2026) 345.83

PHDCII =ADDCII 5.39

2.2 Water Model SetupWaterCAD v8.0 by Bentley Ltd. was used to develop and analyze the water supply and distributionsystem. The water supply and distribution network is shown in Appendix D. The model is set up usingthe following assumptions:

Water wells 1, 2 and 3 are simulated as reservoirs.Manhole rim elevations and a contour map from an AECOM report3 are used as referencepoints for the node elevations of the water distribution systemResidential water demands are based on Average Daily Demand

3 District of Sparwood Source Water Protection Plan Drinking Water Wells, UMA Engineering Ltd.,UMA Engineering Ltd., January 2008


Referring to AECOM 2006 report4, the peaking factors for MDD and PHD are 2.0 and 4.0,respectively and these values are only applied to residential water demand in this studyCommercial, industrial and institutional water demands are simulated as constant flow. SeeAppendix AThe Sparwood Heights reservoir and the Town reservoir are simulated as water tanks in thewater model and their dimensions and elevations are obtained from the AECOM 2006report5.

The water model is first configured and modeled at current scenario to identify water systemdeficiencies. Then the model’s configuration is updated in relation to the stepwise system upgradesin finding solutions:

Table 8 Model Setup Base Data and Development Structure

Criteria Projected Water Demands (L/s)

Scenarios (SNR)ADD(l/c/d)

PfPHD

PfMDD

ADD MDD PHD FireFlow

Status Quo

Segment I upgrade

Segment II upgrade

Segment III upgrade

… …

Pre

sent

Stop when solutions to alldeficiencies are found

900

2.0

for r

esid

entia

l

4.0

for r

esid

entia

l

40.5 75.9 146.6 150

2.3 WATER MODEL CALIBRATIONDarwin Calibrator, a model calibration software tool by Bentley Ltd., is used to conduct water modelcalibration. The data used for model calibration is obtained from the District annual hydrant testprogram, which does not include flow rates test.

The results showed the pipe roughness increases to approximately double of the pipe’s originalroughness.

Without sufficient data, a full calibration is unable to achieve. The calibrated pipe roughness resultusing the available data is not completely reliable although it is better than no calibration at all. Theresult should only be used as a reference to view possible pipe roughness changes.

For a full model calibration to pipe roughness coefficients, other information such as fire hydrant flowrate data needs to be collected during fire hydrant testing. For this purpose, the District shouldincorporate hydrant flow rate testing into its future annual hydrant test programs. AECOM hascompiled a hydrant test matrix (see APPENDIX E) for the District’s use.

In the modeling process, the non-calibrated model is used.

4 District of Sparwood 2005 Technical Supplement to Official Community Plan Bylaw 869, 2002, UMAEngineering Ltd., January 2006


3.0 WATER SUPPLY AND DISTRIBUTION SYSTEM HYDRAULIC MODELLING

The water model was firstly analyzed under 2008 water supply and distribution system conditions.ADD, PHD and MDD plus fire flow at each of the selected five locations are simulated to identifyareas requiring upgrades to improve the system servicing and distribution reliability.

3.1 Analysis CriteriaAs a common practice, the minimum pressure requirements for Peak Hourly Demand (PHD) and theMaximum Daily Demand (MDD) plus fire flow condition is 275 kPa and 140 kPa, respectively. Waterpressure lower than this criteria is viewed as low water pressure. At a simulated scenario, whenpressure shows a negative value, it indicates not sufficient flow rate occurring.

3.2 Existing Water System Modeling ResultsThe model result show that in the existing water network low water pressure or insufficient water flowmay exist at certain water supply conditions. Details are listed as following..1 Sparwood Heights North:

System at Average Daily Demand (ADD):the very north area may experience low water pressure

System at Peak Hourly Demand (PHD):the very north area may experience low water pressure

System at Maximum Daily Demand (MDD) plus fire flow in Sparwood Height North (SHN):Most of SHN may experience low water pressure, and the very north portion has insufficientflow

System at Maximum Daily Demand (MDD) plus fire flow in Sparwood Height South (SHS):Most of SHN may experience low water pressure, and the very north portion has insufficientflow

System at Maximum Daily Demand (MDD) plus fire flow in Sparwood Proper Northeast (SPNE):The north area may experience low water pressure

System at Maximum Daily Demand (MDD) plus fire flow in Sparwood Proper Middle (SPM):the north area may experience low water pressure

System at Maximum Daily Demand (MDD) plus fire flow in Sparwood Proper South (SPS):The north area may experience low water pressure

.2 Sparwood Heights South:

System at Average Daily Demand (ADD):The west area may experience low water pressure

System at Peak Hourly Demand (PHD):The west area may experience low water pressure

System at Maximum Daily Demand (MDD) plus fire flow in Sparwood Height North (SHN):The west area may experience low water pressure or has insufficient flow

System at Maximum Daily Demand (MDD) plus fire flow in Sparwood Height Sorth (SHS):Most of SHS may has insufficient flow


System at Maximum Daily Demand (MDD) plus fire flow in Sparwood Proper Northeast (SPNE):The west area may experience low water pressure

System at Maximum Daily Demand (MDD) plus fire flow in Sparwood Proper Middle (SPM):The west area may experience low water pressure

System at Maximum Daily Demand (MDD) plus fire flow in Sparwood Proper South (SPS):The west area may experience low water pressure

.3 Sparwood Proper Northeast:

System at Maximum Daily Demand (MDD) plus fire flow in Sparwood Proper Northeast (SPNE):This area may experience low water pressure

.4 Sparwood Proper South:

System at Maximum Daily Demand (MDD) plus fire flow in Sparwood Proper South (SPS):This area may experience low water pressure, its very south portion may have insufficientwater flow

All these deficiencies are summarized in Table 9 below. These are also shown graphically inAPPENDIX F, where the area covered by light blue pressure contour lines indicates a low waterpressure occurrences and the area covered by green pressure contour lines indicates that insufficientflow may occur.

Table 9 Problem Area Statistics at Status Quo

SparwoodHeightsnorth

SparwoodHeightssouth

SparwoodProper

northeast

SparwoodPropermiddle

SparwoodPropersouth

ADDPHD

Sparwood Heights NorthSparwood Heights SouthSparwood Proper NortheastSparwood Proper Middle

MDD+FFL@

Sparwood Proper South

3.3 Proposed upgrades to the 2008 water supply and distribution systemAECOM has looked into each of the deficient areas, and identified five upgrades as the solution.Table 10 presents the five recommended segment upgrades, and their effects on the water system.This information is graphically shown in APPENDICES G to K, where the area covered by light bluepressure contour lines indicates a low water pressure occurrence and the area cover by greenpressure contour lines indicates that insufficient flow may occur. Table 11 presents the detaileddescription of each segment upgrade.


Table 10 Proposed Upgrading Solutions to Water System DeficienciesSparwoodHeightsnorth

SparwoodHeightssouth

SparwoodProper

northeast

SparwoodPropermiddle

SparwoodPropersouth

ADDPHD

Sparwood Heights NorthSparwood Heights SouthSparwood Proper NortheastSparwood Proper Middle

Segm

ent I

MDD+FFL@


ADDPHD

Sparwood Heights NorthSparwood Heights SouthSparwood Proper NortheastSparwood Proper MiddleSe

gmen

t II

MDD+FFL@


ADDPHD

Sparwood Heights NorthSparwood Heights SouthSparwood Proper NortheastSparwood Proper Middle S

egm

ent I

II

MDD+FFL@


ADDPHD


egm

ent I

V

MDD+FFL@


ADDPHD


egm

ent V

MDD+FFL@



Table 11 Proposed upgrades to the 2008 water supply and distribution system

ConnectionItem

New PipeDiameter

(mm)Quantity

(m) From ToConstruct 2,300 m3 WhiskeyJack Reservoir - - - -

Segm

ent I

New pipe Installation 300 1500 Whiskey Jackreservoir

300 mm pipedead end on Pine

Avenue

New pipe Installation 300 460 300mm pipeinstalled inSegment I

300 mm pipedead end onArbutus Road

Segm

ent I

I

New pipe Installation 300 700 300mm pipeinstalled inSegment I

300 mm pipe onPonderosa Dr.

Segm

ent I

II

New pipe Installation 300

300 mmtransmission linefrom Sparwood

HeightsReservoir

200 mm pipedead end on

Sycamore Road

Replace existing 100 mm pipe 200 260

pipe in Hemlock Rd 200 210 Pine Ave Pine Spur Dr.;

pipe in South of 4th Ave 200 50 Pine Ave Library Ln;


pipe in Cotton St. 200 125 Blue SpruceCres. Pine Ave.

pipe in Pine Ave. 200 1170 Blue SpruceCres. Aspen Dr.

pipe in Spruce Cres 200 456 through Blue Spruce Cres.pipe at NW corner ofSparwood Proper

200 126 perpendicular to Bluce SpruceCres.

water main parallel toPine Ave with one blocksouth

200480 Hemlock Rd east end of

Library Ln

pipe in the back Lnbetween Hemlock Rd toTamarack Ave

20082 Pine Spur Dr. Spruce Ave.

pipe in Tamarac Ave. 200 48 Pine Ave Library Ln. Ave.

pipe in 3rd Ave. 200 110 Pine Ave. Spruce Ave.pipe in a back Ln oneblock east of 3rd Ave.

200 47 Pine Spur Dr. Library Ln

pipe in Spruce Ave. 200 145 3rd Ave. Aspen Dr.

Segm

ent I

V

pipe in Pine Ave. 200 147 Pine Ave. Spruce Ave.

New pipe Installation 250 1620 Town’s reservoir 250 mm pipe onSparwood Dr.

Replace existing 200 mm pipe 250 130 in south of the District crossing HWYno.3

Segm

ent V

Replace existing 150 mm pipe 200 380 in Douglas Fir Rd


3.4 Cost estimates for the proposed upgrades to the 2008 water supply and distributionsystem

The following table summarizes the cost estimates for the proposed upgrades to the 2008 watersupply and distribution system.

Table 12 Cost estimates for the proposed upgrades

ItemNew PipeDiameter

(mm)Quantity Cost*

($)

Construct 2,300 m3 Whiskey Jack Reservoir

Segm

ent I

New pipe Installation 300 1500661,000


Segm

ent I

I


Segm

ent I

II

New pipe Installation 300 455 219,000


pipe in Hemlock Rd m 210 95,000pipe in South of 4th Ave m 50 35,000

Replace existing 150 mm pipe m 3000

pipe in Cotton St. m 125 64,000pipe in Pine Ave. m 1170 448,000pipe in Spruce Cres m 456 186,000pipe at NW corner of SparwoodProper m 126

60,000water main parallel to Pine Ave withone block south m 480

195,000pipe in the back Ln between HemlockRd to Tamarack Ave m 82

45,000pipe in Tamarac Ave. m 48 36,000pipe in 3rd Ave. m 110 59,000pipe in a back Ln one block east of3rd Ave. m 47 36,000pipe in Spruce Ave. m 145 72,000

Segm

ent I

V

pipe in Pine Ave. m 147 72,000Approximately 1320 m of 250 mm PVC pipe m 1620 725,000Upsize approximately 130 m of 200 mm pipeto 250 mm m 130 79,000

Segm

ent V

Upsize approximately 380 m of 150 mm PVCpipe to 250 mm m 380 196,000

SUB-TOTAL 3,819,000ENGINEERING AND CONTINGENCY (25%) 955,000

TOTAL 4,774,000


*for budgetary purpose, all cost rounded to thousands dollars

3.5 Future System ReviewThe existing and projected future population serviced and to be serviced by the Town’s water systemis estimated at 3360 and 8170, respectively. Previous study5 provides a conceptual developmentlayout plan of Whiskey Jack. It also projected incremental population by 2026 in Whiskey Jack andSparwood Heights of 2620 and 1550 respectively. The rest of 640 people are located in NorthSparwood.

The conceptual development plan is used to layout a preliminary water distribution network adding tothe existing system. Increased water demand from the project population is calculated based on percapita consumption rate of 900 l/c/d. This demand is allocated to the network accordingly.

APPENDIX L shows the system after the recommended five upgrades will be able to continue supplywater through the Town. The only deficiency area is located north of Whiskey Jack, where hardlyobtaining sufficient water pressure may be an issue. The Town needs to keep this in mind in itsfuture development. Some of the possible solutions for this are:

Add a booster pump to the water supply line to this areaAdjust the ground elevation of this subdivision in the future developmentConsidering constructing bigger pipe size to supply water to this area

4.0 FURTHER RECOMMENDATIONS

We also recommend the following:

The District should collect additional data in its fire hydrant tests to enable full model calibration.This can be done by incorporating hydrant flow rate testing into its 2009 annual hydrant testingprogram.The District should consider implementing universal water meteringThe District should consider implementing a water leak detection program to reduce waterleakage

5 District of Sparwood 2005 Technical Supplement to Official Community Plan Bylaw 869, 2002, UMAEngineering Ltd., January 2006

APPENDIX A

CII Water Demand Estimate

1 Car Wash-Husky Service Station (Aspen Drive)City of Calgary provide the typical values of water use for car wash1

Carwash type Litres of fresh water per vehicleSelf-serve bay 57

In-bay automatic 190-228

Automatic conveyor touch 250

Automatic conveyor touchless 324

For this flow estimate, the following assumptions are used:Assumptions:washing Bay 20L/wash:(57 L/wash for Self-serve bay in city of calgary web, using90 considers local road often muddy as shared by the DistrictP/W staff)

90

Number of washes/day 200Calculation Result:

Average Flow (L/s) = 0.21

2 Autobath (Douglas Fir Road)For this flow estimate, the following assumptions are used:

Assumptions:washing Bay 8L/wash(228 L/wash for In-bay automatic in city of Calgary web,using 300 considers the local road often muddy as shared bythe District P/W staff)

300

Number of washes/day 60Calculation Result:


3 Irrigation-lawns, fields and green belts (various areas in Sparwood District)Flow needed for irrigation is closely affected by the ET (evapotranspiration) value

in the local area. From the Zoning Map Schedule C2, the green space is estimatedapproximately 6300 m2. A 3 mm depth is assumed per irrigation to compensate the ETwater loss.

1http://www.calgary.ca/portal/server.pt/gateway/PTARGS_0_2_526001_0_0_18/Wash+Wise+Carwashes+and+Water+Conservation.htm#concerns, logged on Dec 4th 2008

2 http://www.sparwood.bc.ca/About%20Sparwood/Maps/index.html, logged on Dec 4th, 2008

http://www.calgary.ca/portal/server.pt/gateway/PTARGS_0_2_526001_0_0_18/Wash

http://www.sparwood.bc.ca/About%20Sparwood/Maps/index.html

Calculation Result:Average Flow (L/s) = 0.22

4 Recreation Centre and Swimming Pool (Pine Ave.)Alberta Environment Guideline3 provides 23 L/c/d to predict sewage flow from aswimming pool facility. A recreation centre with swimming pool is located besides PineAve. in the District. In this study, 200 persons are assumed visiting the centre per day.The water demand is assumed to be equal to the sewage flow generated. Calculation Result:


5 Causeway Bay Hotel (Red Cedar Drive)Alberta Environment Guideline3 provides 90 L/bed/d to predict sewage flow from ahotel. In this study, 120 beds are assumed in the Causeway Bay Hotel besides the RedCedar Drive in the District. The water demand is assumed to be equal to the sewage flowgenerated. Calculation Result:

Average Daily Flow (L/s) = 0.13Maximum Daily Flow (L/s) = 0.25 (Pf =2.0)Peak Hourly Flow (L/s) = 0.50 (Pf =4.0)

6 Schools (Pine Ave./ Pine Spur)Alberta Environment provides 70 L/student/d to predict sewage produced from a school3.The District provides there are 337 and 329 students in the Sparwood Secondary Schooland the Sparwood Elementary school, respectively. The water demand is assumed to beequal to the sewage flow generated. Calculation Result:

Average Daily Flow from Sparwood Secondary School (L/s) = 0.82Average Daily Flow from Sparwood Elementary School (L/s) = 0.80

7 Health Care Centre (Pine Ave.)Alberta Environment provides 900 L/bed/d to predict sewage produced from a hospital3.There is a Health Care Centre in the District, and assumed with 200 beds equipped. Thewater demand is assumed to be equal to the sewage flow generated. Calculation Result:

Average Daily Flow (L/s) = 2.08

8 Industrial Park i.e. Columbia Chrome (Douglas Fir Road)Typically, in a chrome plate industrial, water is consumed in the plant mainly as solventfor chemical process and daily use by the plant’s staff. In this study, it is assumed thewater consumption rate is 1.0 L/s at an average.

ADDCII=0.21+0.21+0.22+0.05+1.62+2.08+1.00=5.39 L/sADD Causeway Bay Hotel =0.13

3 Standards And Guidelines For Municipal Waterworks, Wastewater and Storm Drainage Systems, AlbertaEnvironmental, January 2006

APPENDIX B

Consumption Rate Calcuation

The average day water demand by commercial/ industrial/ institutional and theCauseway Bay Hotel estimate is shown in Appendix A:

1. ADDCII=5.392. ADD Causeway Bay Hotel =0.13

Total potable water supply record from January to October 2008 is:2008 Jan Feb Mar Apr May Jun Jul Aug Sep Oct

PotableWater

Supplied( m3) 86524 84580 90953 89791 101037 121708 150199 137327 103908 97299

Therefore, the total average daily demand can be calculated:

sLsLpersonsday

OctthroughJaninusewatersumADD /4.40/86400*305

000,1*326,063,13360*305

.).....(��

The Residential Per Capita Consumption Rate then can be determined:ADDR=ADD- ADDCII- ADD Causeway Bay Hotel= 40.4-5.39-0.13=34.88 L/s

Residential Per Capita Consumption Rate:

dcLdcLpersons

sLopulationServicingP

ADDR //900//8973360

/88.34��

APPENDIX C

Required Fire Flow Calculation

(based on District Supplied Building Floor Plan and Fire Underwriter Survey Formula)

Above is a biggest floor area for fire flow estimate use, provide by the District. The FireUnderwriters Survey recommends a formula to calculate the fire flow for a given area1 inthe Water Supply for Public Fire Protection Guide:

ACF 220�Where F= the required fire flow in liters per minute.

C= coefficient related to the type of construction= 1.5 for wood frame construction (structure essentially all combustible)= 1.0 for ordinary construction (brick or other masonry walls, combustiblefloor and interior)= 0.8 for non-combustible construction (unprotected metal structuralcomponents, masonry or metal walls)= 0.6 for fore-resistive construction (fully protected frame, floor, roof)

A= The total floor area in square meters (including all storeys, but excludingbasements at least 50 persent below grade) in the building being considered

Therefore, for this particular building:C= 1.5,A= 2640 m2The fire flow required can be calculated:

min)/(113042640*5.1*220 LF ��)/(190min)/(11304 sLL �

1 Water Supply For Public Fire Protection, Fire Underwriters Survey, 1999

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Software:Bentley WaterGEMS V8i[08.11.00.30]09/01/29AECOM

BEFORE FLUSHING 1of4 ____MM___DD____YY

TestOrder HYD HYD#

StaticPressure

(psi)PMP status

(onor

off)

Flow Reading inMeter Q (l/s )

Flush HYD# Booster#1 from Well 1&2 Reservoir level(Sparwood Proper)

Residual HYD#1 Booster#2 from Well 3 Reservoir level(Sparwood Heights)

Residual HYD#2 Booster#3 from R1 PRV Reading

Well PMP#3 from R2




Well PMP#3 from R2




Well PMP#3 from R2




Well PMP#3 from R2




Well PMP#3 from R2




Well PMP#3 from R2




Well PMP#3 from R2




Well PMP#3 from R2

INFORMATION TO BE RECORDED BEFORE EACH TEST

other info.

8

7

2

1

6

5

4

3

BEFORE FLUSHING 2of4 ____MM___DD____YY

TestOrder HYD HYD#

StaticPressure

(psi)PMP status

(onor

off)

Flow Reading inMeter Q (l/s ) other info.




Well PMP#3 from R2




Well PMP#3 from R2




Well PMP#3 from R2




Well PMP#3 from R2




Well PMP#3 from R2




Well PMP#3 from R2

14

13

12

11

10

9

FLUSHING 3of 4 ____MM___DD____YY

TestOrder HYD HYD#

StaticPressure

(psi)PMP status

(onor

off)

Flow Reading inMeter Q (L/S )



Residual HYD#2 Booster#3 from R1 PRV Reading (Static)

Flow Rate (l/s) Well PMP#3 from R2





























6

5

4

3

INFORMATION TO BE RECORDED WHEN FLUSHING REACH A EQUILIBRIUM FLOW

2

1

other info.

8

7

FLUSHING 4of 4 ____MM___DD____YY

TestOrder HYD HYD#

StaticPressure

(psi)PMP status

(onor

off)

Flow Reading inMeter Q (L/S ) other info.

























14

13

12

11

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Scenario: ADDSparwood Water Model-Present-Update1.wtg

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Scenario: PHDSparwood Water Model-Present-Update1.wtg

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Scenario: MDD-Sparwood Heights NSparwood Water Model-Present-Update1.wtg

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Scenario: MDD-Sparwood Heights SSparwood Water Model-Present-Update1.wtg

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Scenario: MDD-Sparwood Proper NESparwood Water Model-Present-Update1.wtg

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Scenario: MDD-Sparwood Proper MSparwood Water Model-Present-Update1.wtg

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Scenario: MDD-Sparwood SSparwood Water Model-Present-Update1.wtg

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software:Bentley WaterGEMS V8i[08.11.00.30]09/01/27AECOM


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Scenario: ADDSparwood Water Model -Present-Update5.wtg

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Scenario: MDD-Sparwood Heights NSparwood Water Model -Present-Update5.wtg

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Scenario: MDD-Sparwood Heights SSparwood Water Model -Present-Update5.wtg

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Scenario: MDD-Sparwood Proper NESparwood Water Model -Present-Update5.wtg

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Scenario: MDD-Sparwood Proper MSparwood Water Model -Present-Update5.wtg

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Scenario: MDD-Sparwood SSparwood Water Model -Present-Update5.wtg

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Scenario: ADDSparwood Water Model -Future.wtg

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Scenario: PHDSparwood Water Model -Future.wtg

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Scenario: MDD-Sparwood Heights NSparwood Water Model -Future.wtg

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Scenario: MDD-Sparwood Heights SSparwood Water Model -Future.wtg

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Scenario: MDD-Sparwood Proper NESparwood Water Model -Future.wtg

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Scenario: MDD-Sparwood Proper MSparwood Water Model -Future.wtg

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Scenario: MDD-Sparwood SSparwood Water Model -Future.wtg

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Appendix BWastewater

District of Sparwood Infrastructure ManagementProgram, 2008

Sanitary

LIFESPAN

Unit cost2008 2008 Cost

CPIRatio

yearinstalled cost

% of lifespan used as

of TCA in yearID SI SZ SF BN MA EL IA IB LR LI YR RC NM LN FA FB FC BO EA NO 2009 2009

2S5005 0 181 SS-MH CONC 1138.7 0 0 0 0 1981 0 FA= FB= FC= 0 1561 3316 40 $ 9,653 $ 9,653 0.44 $ 4,201 0.560 $ 1,8492S6601-2S6602 200 182-179 SS-PIPE VCT 0 1112.9 1112.2 57 0 1970 115.4 FA= FB= FC= 4 1148 3147 50 317$ 36,611$ 0.18 6,535$ 0.780 1,438$2S5103 to 2S5101 JUN 200 SS-PIPE VCT 1971 37.5 50 317$ 11,897$ 0.18 2,186$ 0.760 525$2S5102 4AV 0 179 SS-MH CONC 999 0 0 0 0 1971 0 FA= FB= NEE 0 1568 3323 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5101 4AV 0 179 SS-MH CONC 999 0 0 0 0 1971 0 FA= FB= NEE 0 1567 3362 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5101-2S5102 4AV 150 179 SS-PIPE PVC 0 999 999 0 0 1981 38.1 FA= FB= NEE 91 1567 3343 75 289$ 11,007$ 0.44 4,791$ 0.560 2,108$2S5102-2S5005 4AV 200 179 SS-PIPE PVC 0 999 999 0 0 1981 9.9 FA= FB= NEE 49 1564 3320 75 317$ 3,141$ 0.44 1,367$ 0.560 601$2S7603-2S7902 ALD 200 183 SS-PIPE VCT 0 1110.5 1110.1 48 0 1970 91.1 FA= FB= FC= 353 1198 2468 50 317$ 28,901$ 0.18 5,159$ 0.780 1,135$2S5307-2S5308 ALP 250 179-182 SS-PIPE VCT 0 1113.2 1112.9 33 0 1971 79.3 FA= FB= FC= 4 1177 3240 50 340$ 26,978$ 0.18 4,958$ 0.760 1,190$2S5308 ALP 0 182 SS-MH CONC 1115.5 0 0 0 0 1971 0 FA= FB= FC= 0 1137 3237 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5308-2S5309 ALP 250 182 SS-PIPE VCT 0 1112.9 1112.8 21 0 1971 49.8 FA= FB= FC= 304 1123 3258 50 340$ 16,942$ 0.18 3,113$ 0.760 747$1S3001 ARB 0 200 SS-MH CONC 1161 0 0 0 0 2007 0 FA= FB= FC= 0 750.1 5607 40 9,653$ 9,653$ 0.98 9,463$ 0.040 9,085$1S3001-1S3002 ARB 300 200 SS-PIPE PVC 0 1154.8 1154.5 106 0 2007 27.3 FA= FB= FC= 96 751.7 5592 75 371$ 10,135$ 0.98 9,936$ 0.040 9,539$1S3002 ARB 0 200 SS-MH CONC 1160.6 0 0 0 0 2007 0 FA= FB= FC= 0 753.2 5577 40 9,653$ 9,653$ 0.98 9,463$ 0.040 9,085$2S5801 ASPX 0 179 SS-MH CONC 1139.7 0 0 0 0 1971 0 FA= FB= FC= 0 1709 3195 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5801-2S5802 ASPX 200 179 SS-PIPE VCT 0 1136.5 1136.2 49 0 1971 55.1 FA= FB= FC= 50 1692 3174 50 317$ 17,480$ 0.18 3,212$ 0.760 771$1S2301 BIR 0 25 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= NEE 0 1136 5398 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2301-1S2202 BIR 200 25 SS-PIPE PVC 0 1157.3 1156.8 106 0 1982 43.6 FA= FB= FC= 23 1116 5389 75 317$ 13,832$ 0.48 6,677$ 0.540 3,071$1S2401 BRI 0 25 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= NEE 0 1180 5315 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2401-1S2203 BRI 200 25 SS-PIPE PVC 0 1155.3 1154.8 74 0 1982 64.8 FA= FB= FC= 21 1150 5303 75 317$ 20,558$ 0.48 9,924$ 0.540 4,565$2S5706 BSC 0 182 SS-MH CONC 1131.5 0 0 0 0 1971 0 FA= FB= FC= 0 1003 3648 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5706-2S5707 BSC 200 182 SS-PIPE VCT 0 1129 1128.9 40 0 1970 25.9 FA= FB= FC= 89 1003 3635 50 317$ 8,217$ 0.18 1,467$ 0.780 323$2S5707 BSC 0 182 SS-MH CONC 1131.5 0 0 0 0 1970 0 FA= FB= FC= 0 1003 3622 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S5707-2S5708 BSC 200 182 SS-PIPE VCT 0 1128.9 1128.2 103 0 1970 68.9 FA= FB= FC= 89 1002 3588 50 317$ 21,859$ 0.18 3,902$ 0.780 858$2S5708 BSC 200 182 SS-MH CONC 1130.9 0 0 0 0 1970 0 FA= FB= FC= 0 1001 3553 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S5708-2S5709 BSC 200 182 SS-PIPE VCT 0 1128.2 1126.2 170 0 1970 121.9 FA= FB= FC= 89 999.9 3492 50 317$ 38,673$ 0.18 6,903$ 0.780 1,519$2S5709 BSC 0 182 SS-MH CONC 1128.9 0 0 0 0 1970 0 FA= FB= FC= 0 998.6 3431 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S5709-2S5710 BSC 200 182 SS-PIPE VCT 0 1126.1 1125.4 58 0 1970 119.5 FA= FB= FC= 335 944.6 3457 50 317$ 37,911$ 0.18 6,767$ 0.780 1,489$2S5710 BSC 0 182 SS-MH CONC 1128 0 0 0 0 1970 0 FA= FB= FC= 0 890.5 3482 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S5710-2S6301 BSC 200 182 SS-PIPE VCT 0 1125.4 1125 71 0 1970 65.2 FA= FB= FC= 332 861.8 3498 50 317$ 20,685$ 0.18 3,692$ 0.780 812$2S6203-2S6204 BSC 200 182 SS-PIPE VCT 0 1125.3 1125.3 18 0 1970 20.7 FA= FB= FC= 325 794.6 3540 50 317$ 6,567$ 0.18 1,172$ 0.780 258$2S6204 BSC 0 182 SS-MH CONC 1127.5 0 0 0 0 1970 0 FA= FB= FC= 0 803.1 3534 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6204-2S6301 BSC 200 182 SS-PIPE VCT 0 1125.3 1125 89 0 1970 36.6 FA= FB= FC= 325 818 3523 50 317$ 11,611$ 0.18 2,073$ 0.780 456$2S6301 BSC 0 182 SS-MH CONC 1127.6 0 0 0 0 1970 0 FA= FB= FC= 0 833 3513 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6301-2S6302 BSCX 200 182 SS-PIPE VCT 0 999 999 0 0 1970 47.2 FA= FB= FC= 55 819.5 3494 50 317$ 14,974$ 0.18 2,673$ 0.780 588$2S8701 BUC 0 184 SS-MH CONC 999 0 0 0 0 1975 0 FA= FB= NEE 0 951.9 1958 40 9,653$ 9,653$ 0.25 2,461$ 0.680 788$2S8701-2S8702 BUC 200 184 SS-PIPE VCT 0 1108.7 1108.3 40 0 1975 101.4 FA= FB= FC= 8 882.6 1955 50 317$ 32,169$ 0.25 8,203$ 0.680 2,625$2S8702 BUC 0 184 SS-MH CONC 999 0 0 0 0 1975 0 FA= FB= NEE 0 851.2 1950 40 9,653$ 9,653$ 0.25 2,461$ 0.680 788$2S8702-2S8703 BUC 200 184 SS-PIPE VCT 0 1108.1 1107.8 41 0 1975 77.7 FA= FB= FC= 98 856.6 1912 50 317$ 24,650$ 0.25 6,286$ 0.680 2,011$2S8703 BUC 0 184 SS-MH CONC 999 0 0 0 0 1975 0 FA= FB= NEE 0 862.1 1873 40 9,653$ 9,653$ 0.25 2,461$ 0.680 788$2S8703-2S8704 BUC 200 184 SS-PIPE VCT 0 1107.7 1107.4 39 0 1975 77.7 FA= FB= FC= 98 867.6 1835 50 317$ 24,650$ 0.25 6,286$ 0.680 2,011$2S8704 BUC 0 184 SS-MH CONC 999 0 0 0 0 1975 0 FA= FB= NEE 0 873 1796 40 9,653$ 9,653$ 0.25 2,461$ 0.680 788$2S8801 BUC 0 184 SS-MH CONC 1108 0 0 0 0 1975 0 FA= FB= FC= 0 906.1 1879 40 9,653$ 9,653$ 0.25 2,461$ 0.680 788$2S8801-2S8703 BUC 200 184 SS-PIPE VCT 0 1108 1107.8 40 0 1975 44.4 FA= FB= FC= 8 884.1 1876 50 317$ 14,086$ 0.25 3,592$ 0.680 1,149$2S8901 BUC 0 184 SS-MH CONC 999 0 0 0 0 1975 0 FA= FB= NEE 0 951.1 1802 40 9,653$ 9,653$ 0.25 2,461$ 0.680 788$2S8901-2S8704 BUC 200 184 SS-PIPE VCT 0 1107.7 1107.4 37 0 1975 78.6 FA= FB= LEN 8 897.6 1800 50 317$ 24,936$ 0.25 6,358$ 0.680 2,035$2S8704-2S8705 BUC 200 184 SS-PIPE VCT 0 1110.8 1110.3 69 0 1975 13 FA= FB= NEE 291 875.4 1790 50 317$ 4,124$ 0.25 1,052$ 0.680 337$2S8705 BUC 0 184 SS-MH CONC 0 0 0 0 0 1975 0 FA= FB= LIFT 0 877.8 1784 40 9,653$ 9,653$ 0.25 2,461$ 0.680 788$2S8705-2S8104 BUC 100 184 SS-PIPE VCT 0 0 0 0 0 1975 148 FA= FB= FOR 358 958.1 1799 50 281$ 41,558$ 0.25 10,597$ 0.680 3,391$2S5901 CEN 0 179 SS-MH CONC 1135.9 0 0 0 0 1971 0 FA= FB= FC= 0 1471 3087 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5901-2S5902 CEN 200 179 SS-PIPE VCT 0 1134 1133.7 40 0 1971 61.3 FA= FB= FC= 339 1442 3098 50 317$ 19,447$ 0.18 3,574$ 0.760 858$

0764-260-00 1 / 12 27/03/2009


Sanitary

LIFESPAN


CPIRatio

yearinstalled cost



2S5902 CEN 0 179 SS-MH CONC 1136.1 0 0 0 0 1971 0 FA= FB= FC= 0 1414 3109 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5902-2S5805 CEN 200 179 SS-PIPE VCT 0 1133.7 1133.5 42 0 1971 44.1 FA= FB= FC= 90 1414 3131 50 317$ 13,991$ 0.18 2,571$ 0.760 617$2S7101 CENX 0 179 SS-MH CONC 1138.3 0 0 0 0 1971 0 FA= FB= FC= 0 1599 3130 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S7101-2S7102 CENX 200 179 SS-PIPE VCT 0 1135.4 1134.2 138 0 1971 88.7 FA= FB= FC= 53 1572 3095 50 317$ 28,140$ 0.18 5,171$ 0.760 1,241$2S7102 CENX 0 179 SS-MH CONC 1136.8 0 0 0 0 1971 0 FA= FB= FC= 0 1545 3060 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S7102-2S7202 CENX 200 179 SS-PIPE VCT 0 1133.7 1133.2 58 0 1971 97.8 FA= FB= FC= 53 1516 3021 50 317$ 31,027$ 0.18 5,702$ 0.760 1,368$2S6101 COT 0 182 SS-MH CONC 1128.9 0 0 0 0 1970 0 FA= FB= FC= 0 910.9 3601 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6101-2S6102 COT 200 182 SS-PIPE VCT 0 1126.2 1125.7 61 0 1970 79.2 FA= FB= FC= 89 910 3561 50 317$ 25,126$ 0.18 4,485$ 0.780 987$2S6102 COT 0 182 SS-MH CONC 1128.4 0 0 0 0 1970 0 FA= FB= FC= 0 909.1 3522 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6102-2S5710 COT 200 182 SS-PIPE VCT 0 1125.7 1125.4 57 0 1970 43.8 FA= FB= FC= 65 899.8 3502 50 317$ 13,896$ 0.18 2,480$ 0.780 546$1S2101 CYD 0 204 SS-MH CONC 1161 0 0 0 0 1982 0 FA= FB= FC= 0 1059 5459 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2101-1S2102 CYD 200 204 SS-PIPE PVC 0 1157.4 1156.9 79 0 1982 60.7 FA= FB= FC= 32 1084 5474 75 317$ 19,257$ 0.48 9,296$ 0.540 4,276$1S2102 CYD 0 204 SS-MH CONC 1160.4 0 0 0 0 1982 0 FA= FB= FC= 0 1109 5490 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2102-1S2103 CYD 200 204 SS-PIPE PVC 0 1156.8 1156.6 76 0 1982 32 FA= FB= FC= 20 1124 5495 75 317$ 10,152$ 0.48 4,901$ 0.540 2,254$1S2103 CYD 0 204 SS-MH CONC 1160.2 0 0 0 0 1982 0 FA= FB= FC= 0 1139 5501 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2103-1S2104 CYD 200 204 SS-PIPE PVC 0 1156.5 1156.2 86 0 1982 37.4 FA= FB= FC= 1 1158 5501 75 317$ 11,865$ 0.48 5,728$ 0.540 2,635$1S2104 CYD 0 204 SS-MH CONC 1159.8 0 0 0 0 1982 0 FA= FB= FC= 0 1177 5502 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2104-1S2105 CYD 200 204 SS-PIPE PVC 0 1156.1 1156 51 0 1982 34.1 FA= FB= FC= 344 1193 5497 75 317$ 10,818$ 0.48 5,222$ 0.540 2,402$1S2105 CYD 0 204 SS-MH CONC 1159.6 0 0 0 0 1982 0 FA= FB= FC= 0 1209 5492 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2105-1S2106 CYD 200 204 SS-PIPE PVC 0 1155.8 1155.6 72 0 1982 36.1 FA= FB= FC= 324 1224 5482 75 317$ 11,453$ 0.48 5,528$ 0.540 2,543$1S2106 CYD 0 204 SS-MH CONC 1159.2 0 0 0 0 1982 0 FA= FB= FC= 0 1239 5471 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2106-1S2107 CYD 200 204 SS-PIPE PVC 0 1155.5 1155.4 7 0 1982 25.8 FA= FB= FC= 308 1246 5461 75 317$ 8,185$ 0.48 3,951$ 0.540 1,818$1S2107 CYD 0 204 SS-MH CONC 1159 0 0 0 0 1982 0 FA= FB= FC= 0 1254 5451 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2107-1S2108 CYD 200 204-205 SS-PIPE PVC 0 1155.2 1154.8 58 0 1982 68.3 FA= FB= FC= 293 1268 5419 75 317$ 21,668$ 0.48 10,460$ 0.540 4,811$1S2108 CYD 0 205 SS-MH CONC 1158.5 0 0 0 0 1982 0 FA= FB= FC= 0 1281 5388 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2108-1S2109 CYD 200 205 SS-PIPE PVC 0 1154.8 1154.4 81 0 1982 47.2 FA= FB= FC= 298 1292 5367 75 317$ 14,974$ 0.48 7,228$ 0.540 3,325$1S2109 CYD 0 205 SS-MH CONC 1158.1 0 0 0 0 1982 0 FA= FB= FC= 0 1303 5346 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2109-1S2110 CYD 200 205 SS-PIPE PVC 0 1154.3 1153.6 93 0 1982 78.3 FA= FB= FC= 312 1329 5317 75 317$ 24,841$ 0.48 11,991$ 0.540 5,516$1S2110 CYD 0 205 SS-MH CONC 1157.5 0 0 0 0 1982 0 FA= FB= FC= 0 1355 5288 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2110-1S2111 CYD 200 205 SS-PIPE PVC 0 1153.5 1153.2 95 0 1982 30.9 FA= FB= FC= 299 1363 5274 75 317$ 9,803$ 0.48 4,732$ 0.540 2,177$1S2111 CYD 0 205 SS-MH CONC 1157.2 0 0 0 0 1982 0 FA= FB= FC= 0 1371 5261 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2111-1S2112 CYD 200 205 SS-PIPE PVC 0 1153.2 1153 53 0 1982 30.2 FA= FB= FC= 89 1370 5246 75 317$ 9,581$ 0.48 4,625$ 0.540 2,127$1S2112 CYD 0 205 SS-MH CONC 1157 0 0 0 0 1982 0 FA= FB= FC= 0 1370 5231 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2112-1S2113 CYD 200 205 SS-PIPE PVC 0 1153 1152.7 83 0 1982 30.3 FA= FB= FC= 56 1362 5218 75 317$ 9,613$ 0.48 4,640$ 0.540 2,135$1S2113 CYD 0 206 SS-MH CONC 1156.7 0 0 0 0 1982 0 FA= FB= FC= 0 1353 5205 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2113-1S2114 CYD 200 206 SS-PIPE PVC 0 1152.6 1152.3 56 0 1982 53.6 FA= FB= FC= 39 1333 5188 75 317$ 17,005$ 0.48 8,208$ 0.540 3,776$1S2114 CYD 0 206 SS-MH CONC 1157.1 0 0 0 0 1982 0 FA= FB= FC= 0 1312 5171 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2114-1S2115 CYD 200 206 SS-PIPE PVC 0 1152.3 1151.9 88 0 1982 39.9 FA= FB= FC= 19 1293 5165 75 317$ 12,658$ 0.48 6,110$ 0.540 2,811$1S2115 CYD 0 206 SS-MH CONC 1157.4 0 0 0 0 1982 0 FA= FB= FC= 0 1274 5158 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2115-1S2116 CYD 200 206 SS-PIPE PVC 0 1151.9 1151.5 66 0 1982 45.6 FA= FB= FC= 3 1252 5157 75 317$ 14,467$ 0.48 6,983$ 0.540 3,212$1S2116 CYD 0 206 SS-MH CONC 1157.4 0 0 0 0 1982 0 FA= FB= FC= 0 1229 5156 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2116-1S2117 CYD 200 206 SS-PIPE PVC 0 1151.5 1151 44 0 1982 94.6 FA= FB= FC= 359 1182 5157 75 317$ 30,012$ 0.48 14,487$ 0.540 6,664$1S2117 CYD 0 206 SS-MH CONC 1156.6 0 0 0 0 1982 0 FA= FB= FC= 0 1134 5158 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2117-1S2118 CYD 200 206 SS-PIPE PVC 0 1151 1149.9 164 0 1982 66 FA= FB= FC= 356 1101 5161 75 317$ 20,939$ 0.48 10,107$ 0.540 4,649$1S2117A CYD 0 SS-END CONC 0 0 0 0 0 1982 0 FA= FB= THI 90 1134 5148 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2117A-1S2117 CYD 200 SS-PIPE PVC 0 0 0 0 0 2006 10 FA= FB= NEE 88 1134 5153 75 317$ 3,173$ 0.96 3,043$ 0.060 2,861$1S3101 CYDX 0 206 SS-END CONC 999 0 0 0 0 2006 0 FA= FB= THI 120 1325 5148 40 9,653$ 9,653$ 0.96 9,260$ 0.060 8,704$1S3101-1S2114 CYDX 200 200 SS-PIPE PVC 0 1153.6 1152.8 281 0 2006 27 FA= FB= FC= 300 1318 5160 75 317$ 8,566$ 0.96 8,217$ 0.060 7,724$1S2001 CYP 0 210 SS-MH CONC 1160.9 0 0 0 0 1982 0 FA= FB= FC= 0 1135 5611 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2001-1S2002 CYP 200 210 SS-PIPE PVC 0 1158.2 1157.6 143 0 1982 45.3 FA= FB= FC= 318 1152 5595 75 317$ 14,371$ 0.48 6,937$ 0.540 3,191$1S2002 CYP 0 210 SS-MH CONC 1160.5 0 0 0 0 1982 0 FA= FB= FC= 0 1168 5580 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$

0764-260-00 2 / 12 27/03/2009


Sanitary

LIFESPAN


CPIRatio

yearinstalled cost



1S2002-1S2003 CYP 200 210 SS-PIPE PVC 0 1157.6 1157.1 119 0 1982 37.5 FA= FB= FC= 290 1175 5562 75 317$ 11,897$ 0.48 5,743$ 0.540 2,642$1S2003 CYP 0 210 SS-MH CONC 1160.2 0 0 0 0 1982 0 FA= FB= FC= 0 1181 5545 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2003-1S2104 CYP 200 210 SS-PIPE PVC 0 1157.1 1156.9 48 0 1982 39.4 FA= FB= FC= 84 1179 5523 75 317$ 12,500$ 0.48 6,034$ 0.540 2,776$2S9002 DFR 0 184 SS-MH CONC 999 0 0 0 0 1975 0 FA= FB= NEE 0 936 1685 40 9,653$ 9,653$ 0.25 2,461$ 0.680 788$2S9101 DFR 0 184 SS-MH CONC 999 0 0 0 0 1975 0 FA= FB= NEE 0 976.8 1502 40 9,653$ 9,653$ 0.25 2,461$ 0.680 788$2S9101-2S9102 DFR 250 184 SS-PIPE CONC 0 1108.5 1108.2 28 0 1975 121.9 FA= FB= FC= 297 949.1 1557 40 340$ 41,470$ 0.25 10,575$ 0.680 3,384$2S9102 DFR 0 184 SS-MH CONC 999 0 0 0 0 1975 0 FA= FB= NEE 0 921.4 1611 40 9,653$ 9,653$ 0.25 2,461$ 0.680 788$2S9102-2S9103 DFR 250 184 SS-PIPE CONC 0 1108.1 1108 28 0 1975 41 FA= FB= FC= 95 919.8 1631 40 340$ 13,948$ 0.25 3,557$ 0.680 1,138$2S9103 DFR 0 184 SS-MH CONC 999 0 0 0 0 1975 0 FA= FB= NEE 0 918.1 1652 40 9,653$ 9,653$ 0.25 2,461$ 0.680 788$2S9103-2S9002 DFR 250 184 SS-PIPE CONC 0 1108 1107.9 28 0 1975 38.1 FA= FB= FC= 62 927.1 1669 40 340$ 12,962$ 0.25 3,305$ 0.680 1,058$2S9001 DFR 0 184 SS-MH CONC 999 0 0 0 0 1975 0 FA= FB= NEE 0 996 1703 40 9,653$ 9,653$ 0.25 2,461$ 0.680 788$2S9001-2S9002 DFR 200 184 SS-PIPE CONC 0 1108.1 1107.9 40 0 1975 62.5 FA= FB= FC= 16 966 1694 40 317$ 19,828$ 0.25 5,056$ 0.680 1,618$2S9002-2S9003 DFRX 250 184 SS-PIPE CONC 0 1107.9 1107.6 32 0 1975 73.1 FA= FB= FC= 309 913 1714 40 340$ 24,869$ 0.25 6,341$ 0.680 2,029$2S9003 DFRX 0 184 SS-MH CONC 999 0 0 0 0 1975 0 FA= FB= NEE 0 889.9 1742 40 9,653$ 9,653$ 0.25 2,461$ 0.680 788$2S9003-2S8705 DFRX 250 184 SS-PIPE CONC 0 1107.6 999 0 0 1975 43.8 FA= FB= NEE 106 883.8 1763 40 340$ 14,901$ 0.25 3,800$ 0.680 1,216$2S8201 DOG 0 183 SS-MH CONC 1113 0 0 0 0 1974 0 FA= FB= FC= 0 1314 2351 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8201-2S8002 DOG 200 183 SS-PIPE VCT 0 1110.5 1110.1 46 0 1974 83.8 FA= FB= FC= 353 1272 2356 50 317$ 26,586$ 0.23 6,125$ 0.700 1,837$2S7303 ESD 0 183 SS-MH CONC 1114.4 0 0 0 0 1970 0 FA= FB= FC= 0 1268 2668 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7303-2S7304 ESD 200 183 SS-PIPE VCT 0 1111.9 1111.6 40 0 1970 77.1 FA= FB= FC= 83 1272 2706 50 317$ 24,460$ 0.18 4,366$ 0.780 961$2S7304 ESD 0 183 SS-MH CONC 1114.7 0 0 0 0 1970 0 FA= FB= FC= 0 1277 2744 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7304-2S7305 ESD 200 183 SS-PIPE VCT 0 1111.6 1111.4 47 0 1970 49.8 FA= FB= FC= 98 1273 2769 50 317$ 15,799$ 0.18 2,820$ 0.780 620$2S7305 ESD 0 183 SS-MH CONC 1114.5 0 0 0 0 1970 0 FA= FB= FC= 0 1270 2794 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7303-2S7601 ESD 200 183 SS-PIPE VCT 0 1112 1111.5 74 0 1970 65.5 FA= FB= FC= 83 1264 2635 50 317$ 20,780$ 0.18 3,709$ 0.780 816$2S7601 ESD 0 183 SS-MH CONC 1113.9 0 0 0 0 1970 0 FA= FB= FC= 0 1260 2603 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7601-2S7602 ESD 200 183 SS-PIPE VCT 0 1111.5 1111.4 46 0 1970 25.9 FA= FB= FC= 83 1258 2590 50 317$ 8,217$ 0.18 1,467$ 0.780 323$2S7602 ESD 0 183 SS-MH CONC 1113.8 0 0 0 0 1970 0 FA= FB= FC= 0 1257 2577 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7602-2S7603 ESD 200 183 SS-PIPE VCT 0 1111.4 1110.5 78 0 1970 115.4 FA= FB= FC= 83 1250 2520 50 317$ 36,611$ 0.18 6,535$ 0.780 1,438$2S7603 ESD 0 183 SS-MH CONC 1113.1 0 0 0 0 1970 0 FA= FB= FC= 0 1243 2462 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7305-2S7306 ESD 200 183 SS-PIPE VCT 0 1111.4 1111.2 41 0 1970 53.9 FA= FB= FC= 309 1253 2815 50 317$ 17,100$ 0.18 3,052$ 0.780 671$2S7306 ESD 0 183 SS-MH CONC 1114.3 0 0 0 0 1970 0 FA= FB= FC= 0 1236 2836 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7306-2S7003 ESD 200 183 SS-PIPE VCT 0 1111.1 1110.9 38 0 1970 70.7 FA= FB= FC= 322 1209 2858 50 317$ 22,430$ 0.18 4,004$ 0.780 881$2S6805 ESD 0 182 SS-MH CONC 999 0 0 0 0 1971 0 FA= FB= FC= 0 975.9 2847 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S6805-2S6806 ESD 200 182 SS-PIPE vct 0 999 999 0 0 1971 15.1 FA= FB= ASS 101 977.3 2839 50 317$ 4,790$ 0.18 880$ 0.760 211$2S6806 ESD 0 182 SS-MH CONC 999 0 0 0 0 1971 0 FA= FB= FC= 0 978.7 2832 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S6806-2S7701 ESD 200 182 SS-PIPE VCT 0 999 1110.1 0 0 1971 71.7 FA= FB= FC= 25 1011 2847 50 317$ 22,747$ 0.18 4,180$ 0.760 1,003$2S8001 ESD 0 183 SS-MH CONC 1113 0 0 0 0 1970 0 FA= FB= FC= 0 1236 2402 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S8001-2S7603 ESD 200 183 SS-PIPE VCT 0 1110.7 1110.5 25 0 1970 60.6 FA= FB= FC= 83 1239 2432 50 317$ 19,225$ 0.18 3,432$ 0.780 755$2S8001-2S8002 ESD 200 183 SS-PIPE VCT 0 1110.3 1110 60 0 1970 41.8 FA= FB= FC= 83 1233 2382 50 317$ 13,261$ 0.18 2,367$ 0.780 521$2S8002 ESD 0 183 SS-MH CONC 1112.7 0 0 0 0 1970 0 FA= FB= FC= 0 1231 2361 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S8002-2S8003 ESD 200 183 SS-PIPE VCT 0 1110 1110 9 0 1974 27.6 FA= FB= FC= 83 1229 2347 50 317$ 8,756$ 0.23 2,017$ 0.700 605$2S8003 ESD 0 183 SS-MH CONC 1112.7 0 0 0 0 1974 0 FA= FB= FC= 0 1228 2333 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8003-2S8004 ESD 200 183 SS-PIPE VCT 0 1110 1109.7 38 0 1974 77.6 FA= FB= FC= 53 1204 2302 50 317$ 24,619$ 0.23 5,671$ 0.700 1,701$2S8004 ESD 0 183 SS-MH CONC 1112.4 0 0 0 0 1974 0 FA= FB= FC= 0 1181 2271 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8004-2S8005 ESD 200 183 SS-PIPE VCT 0 1109.7 1109.6 33 0 1974 40.7 FA= FB= FC= 53 1169 2255 50 317$ 12,912$ 0.23 2,975$ 0.700 892$2S8005 ESD 0 183 SS-MH CONC 1112.2 0 0 0 0 1974 0 FA= FB= FC= 0 1156 2239 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8005-2S8006 ESD 200 183 SS-PIPE VCT 0 1109.5 1109.3 41 0 1974 53.6 FA= FB= FC= 53 1140 2217 50 317$ 17,005$ 0.23 3,917$ 0.700 1,175$2S8006 ESD 0 183 SS-MH CONC 1112.1 0 0 0 0 1974 0 FA= FB= FC= 0 1124 2196 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8006-2S8007 ESD 200 183 SS-PIPE VCT 0 1109.3 1109.1 39 0 1974 59.1 FA= FB= FC= 53 1107 2172 50 317$ 18,749$ 0.23 4,319$ 0.700 1,296$2S8007 ESD 0 183 SS-MH CONC 1111.8 0 0 0 0 1974 0 FA= FB= FC= 0 1089 2149 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8007-2S8008 ESD 200 183 SS-PIPE VCT 0 1109.1 1109 45 0 1974 24.3 FA= FB= FC= 23 1078 2144 50 317$ 7,709$ 0.23 1,776$ 0.700 533$2S8008 ESD 0 183 SS-MH CONC 1111.7 0 0 0 0 1974 0 FA= FB= FC= 0 1066 2139 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$

0764-260-00 3 / 12 27/03/2009


Sanitary

LIFESPAN


CPIRatio

yearinstalled cost



2S8008-2S8107 ESD 200 183 SS-PIPE VCT 0 1109 1108.8 41 0 1974 47.2 FA= FB= FC= 353 1043 2142 50 317$ 14,974$ 0.23 3,450$ 0.700 1,035$2S7003-2S7004 ESD 200 179-182 SS-PIPE VCT 0 1110.8 1110.3 69 0 1970 74.9 FA= FB= FC= 5 1143 2876 50 317$ 23,762$ 0.18 4,241$ 0.780 933$2S7004 ESD 0 182 SS-MH CONC 999 0 0 0 0 1970 0 FA= FB= NEE 0 1106 2873 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7004-2S7701 ESD 250 SS-PIPE VCT 0 1110.8 1110.3 69 0 1970 63.4 FA= FB= NEE 11 1075 2867 50 340$ 21,569$ 0.18 3,850$ 0.780 847$2S7501 ESDX 200 183 SS-END VCT 0 0 0 0 0 1970 0 FA= FB= STU 180 1345 2598 50 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7501-2S7502 ESDX 200 183 SS-PIPE VCT 0 1115.9 1112.9 0 0 1970 7.9 FA= FB= CHE 355 1341 2599 50 317$ 2,506$ 0.18 447$ 0.780 98$2S7502 ESDX 0 183 SS-MH CONC 1112.9 0 0 0 0 1970 0 FA= FB= S 0 1337 2599 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7502-2S7601 ESDX 200 183 SS-PIPE VCT 0 1112.3 1111.6 86 0 1970 77.5 FA= FB= FC= 357 1299 2601 50 317$ 24,587$ 0.18 4,389$ 0.780 965$2S7302 HEM 0 183 SS-MH CONC 1114.8 0 0 0 0 1970 0 FA= FB= FC= 0 1317 2662 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S5403 HEM 0 179 SS-MH CONC 999 0 0 0 0 1971 0 FA= FB= NEE 0 1357 3358 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5401-2S5402 HEM 150 179 SS-PIPE AC 0 1134.6 1134 83 0 1963 69.1 FA= FB= FC= 32 1342 3447 50 289$ 19,963$ 0.14 2,826$ 0.920 226$2S5402 HEM 0 179 SS-MH CONC 999 0 0 0 0 1971 0 FA= FB= FC= 0 1312 3429 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5402-2S5403 HEM 200 179 SS-PIPE AC 0 1134 1133.7 40 0 1971 83.5 FA= FB= FC= 302 1335 3394 50 317$ 26,490$ 0.18 4,868$ 0.760 1,168$2S5403-2S5404 HEM 200 179 SS-PIPE AC 0 1133.6 1133.4 40 0 1971 52.2 FA= FB= FC= 78 1351 3333 50 317$ 16,560$ 0.18 3,043$ 0.760 730$2S5806-2S5010 HEM 300 179 SS-PIPE AC 0 1131.5 1131 96 0 1971 54.7 FA= FB= FC= 99 1362 3182 50 371$ 20,307$ 0.18 3,732$ 0.760 896$2S5011-2S5305 HEMX 300 181 SS-PIPE AC 0 1135.2 1134.7 115 0 1971 54.6 FA= FB= FC= 100 1296 3238 50 371$ 20,270$ 0.18 3,725$ 0.760 894$2S5405-2S5304 HEMX 200 179 SS-PIPE AC 0 1133 1131.8 273 0 1971 41.6 FA= FB= FC= 90 1301 3286 50 317$ 13,198$ 0.18 2,425$ 0.760 582$2S5501 HEMX 0 179 SS-MH CONC 1136.8 0 0 0 0 1971 0 FA= FB= FC= 0 1409 3296 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5501-2S5009 HEMX 200 179 SS-PIPE PVC 0 1133.7 1132.8 105 0 1988 84.5 FA= FB= FC= 90 1409 3254 75 317$ 26,808$ 0.63 16,783$ 0.420 9,734$1S0701 HIC 0 22 SS-MH CONC 1160 0 0 0 0 1982 0 FA= FB= FC= 0 670.5 4754 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0701-1S0702 HIC 200 22 SS-PIPE PVC 0 1157 1154.1 870 0 1982 33.8 FA= FB= FC= 352 687.2 4751 75 317$ 10,723$ 0.48 5,176$ 0.540 2,381$1S0702 HIC 0 22 SS-MH CONC 1157.3 0 0 0 0 1982 0 FA= FB= FC= 0 704 4749 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0702-1S0703 HIC 200 22 SS-PIPE PVC 0 1154 1152.7 299 0 1982 44.8 FA= FB= FC= 327 722.9 4737 75 317$ 14,213$ 0.48 6,861$ 0.540 3,156$1S0703 HIC 0 22 SS-MH CONC 1155.7 0 0 0 0 1982 0 FA= FB= FC= 0 741.8 4725 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0703-1S0704 HIC 200 22 SS-PIPE PVC 0 1152.6 1152 225 0 1982 30.2 FA= FB= FC= 316 751.9 4715 75 317$ 9,581$ 0.48 4,625$ 0.540 2,127$1S0704 HIC 0 22 SS-MH CONC 1155 0 0 0 0 1982 0 FA= FB= FC= 0 761.9 4706 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0704-1S0705 HIC 200 22 SS-PIPE PVC 0 1151.9 1150.5 225 0 1982 62.1 FA= FB= FC= 311 782.2 4682 75 317$ 19,701$ 0.48 9,510$ 0.540 4,375$1S0705 HIC 0 22 SS-MH CONC 1153.6 0 0 0 0 1982 0 FA= FB= FC= 0 802.4 4658 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0705-1S0706 HIC 200 22 SS-PIPE PVC 0 1150.5 1149.6 243 0 1982 37.1 FA= FB= FC= 110 808.8 4641 75 317$ 11,770$ 0.48 5,682$ 0.540 2,614$1S0706 HIC 0 22 SS-MH CONC 1153.1 0 0 0 0 1982 0 FA= FB= FC= 0 815.1 4624 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0706-1S1001 HIC 200 22 SS-PIPE PVC 0 1149.4 1147.7 328 0 1982 52.8 FA= FB= FC= 6 843.3 4626 75 317$ 16,751$ 0.48 8,086$ 0.540 3,720$1S0801 HIC 0 22 SS-MH CONC 1159.3 0 0 0 0 1982 0 FA= FB= FC= 0 701 4612 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0801-1S0802 HIC 200 22 SS-PIPE PVC 0 1156.1 1153.3 841 0 1982 33.9 FA= FB= FC= 360 718 4612 75 317$ 10,755$ 0.48 5,192$ 0.540 2,388$1S0802 HIC 0 22 SS-MH CONC 1156.4 0 0 0 0 1982 0 FA= FB= FC= 0 734.9 4612 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0802-1S0803 HIC 200 22 SS-PIPE PVC 0 1153.2 1151.8 591 0 1982 23.2 FA= FB= FC= 19 745.9 4616 75 317$ 7,360$ 0.48 3,553$ 0.540 1,634$1S0803 HIC 0 22 SS-MH CONC 1154.8 0 0 0 0 1982 0 FA= FB= FC= 0 756.8 4620 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0803-1S0804 HIC 200 22 SS-PIPE PVC 0 1151.7 1150.7 387 0 1982 26.6 FA= FB= FC= 41 766.9 4629 75 317$ 8,439$ 0.48 4,074$ 0.540 1,874$1S0804 HIC 0 22 SS-MH CONC 1153.9 0 0 0 0 1982 0 FA= FB= FC= 0 777 4637 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0804-1S0805 HIC 200 22 SS-PIPE PVC 0 1150.7 1150.2 127 0 1982 35.4 FA= FB= FC= 304 784.1 4627 75 317$ 11,231$ 0.48 5,421$ 0.540 2,494$1S0805 HIC 0 22 SS-MH CONC 1153.5 0 0 0 0 1982 0 FA= FB= FC= 0 791.1 4616 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0805-1S0706 HIC 200 22 SS-PIPE PVC 0 1150.2 1149.5 276 0 1982 25 FA= FB= FC= 17 803.1 4620 75 317$ 7,931$ 0.48 3,829$ 0.540 1,761$1S0901 HIC 0 22 SS-MH CONC 1156.4 0 0 0 0 1982 0 FA= FB= FC= 0 722.1 4707 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0901-1S0703 HIC 200 22 SS-PIPE PVC 0 1152.9 1152.7 112 0 1982 26 FA= FB= FC= 42 732 4716 75 317$ 8,249$ 0.48 3,982$ 0.540 1,832$1S1001 HICX 0 22 SS-MH CONC 1151.5 0 0 0 0 1982 0 FA= FB= FC= 0 871.5 4629 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S1001-1S0305 HICX 200 22 SS-PIPE PVC 0 1147.6 1147.1 93 0 1982 60.1 FA= FB= FC= 297 884.9 4603 75 317$ 19,067$ 0.48 9,204$ 0.540 4,234$2S7301 JUN 0 183 SS-MH CONC 1114.9 0 0 0 0 1970 0 FA= FB= FC= 0 1339 2699 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7301-2S7302 JUN 200 183 SS-PIPE VCT 0 1112.4 1112.1 50 0 1970 43 FA= FB= FC= 59 1328 2680 50 317$ 13,642$ 0.18 2,435$ 0.780 536$2S7302-2S7303 JUN 200 183 SS-PIPE VCT 0 1112.1 1111.9 23 0 1970 49.8 FA= FB= FC= 353 1292 2665 50 317$ 15,799$ 0.18 2,820$ 0.780 620$2S7301-2S7401 JUN 200 183 SS-PIPE VCT 0 1112.4 1112 41 0 1970 84 FA= FB= FC= 59 1361 2734 50 317$ 26,649$ 0.18 4,757$ 0.780 1,046$2S7401 JUN 0 183 SS-MH CONC 1115.3 0 0 0 0 1970 0 FA= FB= FC= 0 1383 2770 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7401-2S7402 JUN 200 183 SS-PIPE VCT 0 1112 1111.9 39 0 1969 33.4 FA= FB= FC= 298 1375 2785 50 317$ 10,596$ 0.17 1,835$ 0.800 367$

0764-260-00 4 / 12 27/03/2009


Sanitary

LIFESPAN


CPIRatio

yearinstalled cost



2S7402 JUN 0 183 SS-MH CONC 1115.2 0 0 0 0 1970 0 FA= FB= FC= 0 1367 2800 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7402-2S7305 JUN 200 183 SS-PIPE VCT 0 1111.9 1111.4 48 0 1970 97.5 FA= FB= FC= 4 1319 2797 50 317$ 30,932$ 0.18 5,521$ 0.780 1,215$2S6304 LPC 0 182 SS-MH CONC 1116.8 0 0 0 0 1970 0 FA= FB= FC= 0 834.8 3362 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6304-2S6402 LPC 200 182 SS-PIPE VCT 0 1114.2 1113.3 64 0 1970 128 FA= FB= FC= 304 870.2 3309 50 317$ 40,608$ 0.18 7,248$ 0.780 1,595$2S6805-2S7701 LPP 200 182 SS-PIPE VCT 0 0 0 0 0 1971 0000 FA= FB= ABA 12 1010 2854 50 317$ -$ 0.18 -$ 0.760 -$2S9301 LPP 0 182 SS-END CONC 999 0 0 0 0 1984 0 FA= FB= PLU 21 846.4 2785 40 9,653$ 9,653$ 0.53 5,143$ 0.500 2,572$2S9301-2S9302 LPP 200 182 SS-PIPE VCT 0 999 999 0 0 1984 20.5 FA= FB= FC= 19 856.1 2789 50 317$ 6,504$ 0.53 3,465$ 0.500 1,733$2S9302 LPP 0 182 SS-MH CONC 999 0 0 0 0 1984 0 FA= FB= FC= 0 865.9 2792 40 9,653$ 9,653$ 0.53 5,143$ 0.500 2,572$2S9302-2S6806 LPP 200 182 SS-PIPE VCT 0 999 999 0 0 1984 120.1 FA= FB= FC= 19 922.3 2812 50 317$ 38,102$ 0.53 20,302$ 0.500 10,151$2S7901 MAC 0 183 SS-MH CONC 1113 0 0 0 0 1970 0 FA= FB= FC= 0 1168 2601 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7901-2S7902 MAC 200 183 SS-PIPE VCT 0 1110.6 1110.1 40 0 1970 128.1 FA= FB= FC= 83 1160 2537 50 317$ 40,640$ 0.18 7,254$ 0.780 1,596$2S7902 MAC 0 183 SS-MH CONC 1112.7 0 0 0 0 1970 0 FA= FB= FC= 0 1152 2473 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7801 MAC 0 183 SS-MH CONC 1115.1 0 0 0 0 1970 0 FA= FB= FC= 0 1184 2739 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7801-2S7802 MAC 200 183 SS-PIPE VCT 0 1112.6 1112.1 137 0 1970 36.6 FA= FB= FC= 293 1177 2756 50 317$ 11,611$ 0.18 2,073$ 0.780 456$2S7801-2S7901 MAC 200 183 SS-PIPE VCT 0 1112.7 1110.6 156 0 1970 139.6 FA= FB= FC= 83 1176 2670 50 317$ 44,288$ 0.18 7,905$ 0.780 1,739$2S7802 MAC 0 183 SS-MH CONC 1114.5 0 0 0 0 1970 0 FA= FB= FC= 0 1170 2773 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7802-2S7803 MAC 200 183 SS-PIPE VCT 0 1112.1 1111.5 145 0 1970 37.7 FA= FB= FC= 340 1153 2779 50 317$ 11,960$ 0.18 2,135$ 0.780 470$2S7803 MAC 0 183 SS-MH CONC 1113.9 0 0 0 0 1970 0 FA= FB= FC= 0 1135 2786 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7803-2S7702 MAC 200 183 SS-PIPE VCT 0 1111.5 1110.3 165 0 1970 75.6 FA= FB= FC= 11 1098 2779 50 317$ 23,984$ 0.18 4,281$ 0.780 942$2S7902-2S7903 MAC 200 183 SS-PIPE VCT 0 1110.1 1109.6 43 0 1970 105.2 FA= FB= FC= 83 1146 2421 50 317$ 33,375$ 0.18 5,957$ 0.780 1,311$2S7903 MAC 0 183 SS-MH CONC 1113.3 0 0 0 0 1970 0 FA= FB= FC= 0 1140 2369 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7903-2S7904 MAC 200 183 SS-PIPE VCT 0 1109.6 1109.3 42 0 1970 78.5 FA= FB= FC= 53 1116 2337 50 317$ 24,904$ 0.18 4,445$ 0.780 978$2S7904 MAC 0 183 SS-MH CONC 1112.7 0 0 0 0 1970 0 FA= FB= FC= 0 1093 2306 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7904-2S7905 MAC 200 183 SS-PIPE VCT 0 1109.2 1109 33 0 1970 53.2 FA= FB= FC= 353 1066 2309 50 317$ 16,878$ 0.18 3,013$ 0.780 663$2S6702 MAP 0 182 SS-MH CONC 1113.4 0 0 0 0 1970 0 FA= FB= FC= 0 1101 2961 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6701-2S6702 MAP 250 182 SS-PIPE VCT 0 1110.9 1110.5 35 0 1970 91.3 FA= FB= FC= 94 1098 3006 50 340$ 31,060$ 0.18 5,544$ 0.780 1,220$2S6702-2S7004 MAP 250 182 SS-PIPE VCT 0 1110.5 1110.3 28 0 1970 87.5 FA= FB= FC= 94 1103 2917 50 340$ 29,768$ 0.18 5,313$ 0.780 1,169$1S0105 MAT 0 218-219 SS-MH CONC 1128 0 0 0 0 1979 0 FA= FB= FC= 0 1122 4543 40 9,653$ 9,653$ 0.35 3,395$ 0.600 1,358$1S0105-1S0106 MAT 600 218 SS-PIPE VCT 0 1120.7 1120.2 60 0 1979 76.3 FA= FB= FC= 50 1098 4513 50 732$ 55,829$ 0.35 19,636$ 0.600 7,854$1S0106 MAT 0 218 SS-MH CONC 1126.6 0 0 0 0 1979 0 FA= FB= FC= 0 1073 4483 40 9,653$ 9,653$ 0.35 3,395$ 0.600 1,358$1S0106-1S0107 MAT 600 218 SS-PIPE VCT 0 1120.1 1119.5 55 0 1979 103.7 FA= FB= FC= 54 1042 4440 50 732$ 75,877$ 0.35 26,687$ 0.600 10,675$1S0107 MAT 0 218 SS-MH CONC 999 0 0 0 0 1979 0 FA= FB= NEE 0 1011 4397 40 9,653$ 9,653$ 0.35 3,395$ 0.600 1,358$1S0107-1S0108 MAT 600 218 SS-PIPE VCT 0 1119.5 1118.7 62 0 1979 121.9 FA= FB= FC= 67 987.9 4341 50 732$ 89,194$ 0.35 31,371$ 0.600 12,548$1S0108 MAT 600 MAT SS-MH CONC 0 1119.5 1118.7 62 0 1979 121.9 FA= FB= FC= 0 964.7 4286 40 9,653$ 9,653$ 0.35 3,395$ 0.600 1,358$1S0108-1S0109 MAT 600 218 SS-PIPE VCT 0 1118.7 999 9990 0 1979 76.2 FA= FB= NEE 83 959.6 4246 50 732$ 55,756$ 0.35 19,610$ 0.600 7,844$1S0109 MAT 0 218 SS-MH CONC 999 0 0 0 0 1979 0 FA= FB= NEE 0 954.4 4206 40 9,653$ 9,653$ 0.35 3,395$ 0.600 1,358$1S0109-1S0110 MAT 600 218 SS-PIPE VCT 0 999 999 9990 0 1979 10 FA= FB= NEE 310 957.6 4203 50 732$ 7,317$ 0.35 2,573$ 0.600 1,029$1S0110 MAT 0 218 SS-END CONC 0 0 0 0 0 1979 0 FA= FB= SE 128 960.7 4199 40 9,653$ 9,653$ 0.35 3,395$ 0.600 1,358$1S3301 MATX 0 216 SS-END CONC 0 0 0 0 0 1979 0 FA= FB= SE 169 959.7 4181 40 9,653$ 9,653$ 0.35 3,395$ 0.600 1,358$1S3301-1S3302 MATX 200 216 SS-PIPE VCT 0 0 0 0 0 1979 240 FA= FB= FOR 28 869.5 4068 50 317$ 76,140$ 0.35 26,779$ 0.600 10,712$1S3302 MATX 0 216 SS-END CONC 0 0 0 0 0 1979 0 FA= FB= FOR 90 810.5 4022 40 9,653$ 9,653$ 0.35 3,395$ 0.600 1,358$1S3401 MATX 0 216 SS-END CONC 0 0 0 0 0 1979 0 FA= FB= SE 164 961.6 4190 40 9,653$ 9,653$ 0.35 3,395$ 0.600 1,358$1S3401-1S3402 MATX 300 216 SS-PIPE VCT 0 0 0 0 0 1979 245 FA= FB= FOR 28 866.8 4069 50 371$ 90,956$ 0.35 31,990$ 0.600 12,796$1S3402 MATX 0 216 SS-END CONC 0 0 0 0 0 1979 0 FA= FB= FOR 90 807.2 4021 40 9,653$ 9,653$ 0.35 3,395$ 0.600 1,358$1S1401 PIC 0 22 SS-MH CONC 1153.7 0 0 0 0 1983 0 FA= FB= FC= 0 890.4 4737 40 9,653$ 9,653$ 0.51 4,931$ 0.520 2,367$1S1401-1S0407 PIC 200 22 SS-PIPE PVC 0 1150.7 1150.4 87 0 1983 33.3 FA= FB= FC= 52 900.6 4750 75 317$ 10,564$ 0.51 5,397$ 0.520 2,591$2S7701 PIN 0 182-183 SS-MH CONC 1113.1 0 0 0 0 1970 0 FA= FB= FC= 0 1044 2862 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7701-2S7702 PIN 250 183 SS-PIPE VCT 0 1110 1109.8 27 0 1970 91.4 FA= FB= FC= 101 1052 2817 50 340$ 31,094$ 0.18 5,550$ 0.780 1,221$2S7702 PIN 0 183 SS-MH CONC 1112.6 0 0 0 0 1970 0 FA= FB= FC= 0 1061 2772 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7703 PIN 0 183 SS-MH CONC 1112.7 0 0 0 0 1970 0 FA= FB= FC= 0 1082 2659 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7703-2S7704 PIN 250 183 SS-PIPE VCT 0 1109.5 1109.2 29 0 1970 108.4 FA= FB= FC= 83 1075 2605 50 340$ 36,878$ 0.18 6,582$ 0.780 1,448$

0764-260-00 5 / 12 27/03/2009


Sanitary

LIFESPAN


CPIRatio

yearinstalled cost



2S7704 PIN 0 183 SS-MH CONC 1112.8 0 0 0 0 1970 0 FA= FB= FC= 0 1069 2551 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7704-2S7705 PIN 250 183 SS-PIPE VCT 0 1109.2 1108.8 25 0 1970 120.4 FA= FB= FC= 83 1061 2492 50 340$ 40,960$ 0.18 7,311$ 0.780 1,608$2S7705 PIN 0 183 SS-MH CONC 1113 0 0 0 0 1970 0 FA= FB= FC= 0 1054 2432 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7702-2S7703 PIN 250 183 SS-PIPE VCT 0 1109.8 1109.5 27 0 1970 114.7 FA= FB= FC= 101 1071 2715 50 340$ 39,021$ 0.18 6,965$ 0.780 1,532$2S7705-2S7905 PIN 250 183 SS-PIPE VCT 0 1108.8 1108.4 36 0 1970 120.3 FA= FB= FC= 83 1047 2372 50 340$ 40,926$ 0.18 7,305$ 0.780 1,607$2S7905 PIN 0 183 SS-MH CONC 1112.4 0 0 0 0 1970 0 FA= FB= FC= 0 1040 2312 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S8107 PIN 0 183 SS-MH CONC 1111.6 0 0 0 0 1975 0 FA= FB= FC= 0 1020 2145 40 9,653$ 9,653$ 0.25 2,461$ 0.680 788$2S8107-2S8108 PIN 300 183 SS-PIPE VCT 0 1108.3 1108.1 24 0 1975 77.4 FA= FB= FC= 83 1024 2183 50 371$ 28,735$ 0.25 7,327$ 0.680 2,345$2S8108 PIN 0 183 SS-MH CONC 1111.8 0 0 0 0 1975 0 FA= FB= FC= 0 1029 2222 40 9,653$ 9,653$ 0.25 2,461$ 0.680 788$2S8108-2S7905 PIN 300 183 SS-PIPE VCT 0 1108.1 1108 18 0 1975 91.4 FA= FB= FC= 83 1034 2267 50 371$ 33,932$ 0.25 8,652$ 0.680 2,769$2S5002 PIN 0 178 SS-MH CONC 999 0 0 0 0 1974 0 FA= FB= NEE 0 1935 3317 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S5002-2S5003 PIN 200 178 SS-PIPE VCT 0 1141.1 1139.3 136 0 1974 128 FA= FB= FC= 0 1871 3316 50 317$ 40,608$ 0.23 9,355$ 0.700 2,806$2S5003 PIN 0 178 SS-MH CONC 999 0 0 0 0 1974 0 FA= FB= FC= 0 1807 3316 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S5003-2S5004 PIN 200 178-179 SS-PIPE PVC 0 1139.3 1137.9 109 0 1985 124.8 FA= FB= FC= 0 1745 3316 75 317$ 39,593$ 0.55 21,932$ 0.480 11,405$2S5004 PIN 0 179 SS-MH CONC 999 0 0 0 0 1981 0 FA= FB= NEE 0 1682 3316 40 9,653$ 9,653$ 0.44 4,201$ 0.560 1,849$2S5004-2S5005 PIN 200 179 SS-PIPE PVC 0 1137.9 1136.8 96 0 1981 121.3 FA= FB= FC= 0 1622 3316 75 317$ 38,482$ 0.44 16,749$ 0.560 7,370$2S5005-2S5006 PIN 250 181 SS-PIPE PVC 0 1136.7 1134.9 174 0 1981 105.6 FA= FB= FC= 0 1508 3316 75 340$ 35,925$ 0.44 15,636$ 0.560 6,880$2S5006 PIN 0 181 SS-MH CONC 1137.4 0 0 0 0 1981 0 FA= FB= FC= 0 1456 3316 40 9,653$ 9,653$ 0.44 4,201$ 0.560 1,849$2S8101 PIN 0 184 SS-MH CONC 1111.7 0 0 0 0 1974 0 FA= FB= FC= 0 1049 1675 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8101-2S8102 PIN 300 184 SS-PIPE VCT 0 1109.4 1109.3 32 0 1974 33.8 FA= FB= FC= 342 1032 1681 50 371$ 12,548$ 0.23 2,891$ 0.700 867$2S8102 PIN 0 184 SS-MH CONC 1111.5 0 0 0 0 1974 0 FA= FB= FC= 0 1016 1686 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8102-2S8103 PIN 300 184 SS-PIPE VCT 0 1109.3 1109.2 26 0 1974 30.2 FA= FB= FC= 301 1009 1699 50 371$ 11,212$ 0.23 2,583$ 0.700 775$2S8103 PIN 0 184 SS-MH CONC 1111.4 0 0 0 0 1974 0 FA= FB= FC= 0 1001 1712 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8103-2S8104 PIN 300 184 SS-PIPE VCT 0 1109.2 1109 24 0 1974 107.3 FA= FB= FC= 88 1003 1765 50 371$ 39,835$ 0.23 9,177$ 0.700 2,753$2S8104 PIN 0 184 SS-MH CONC 1111 0 0 0 0 1974 0 FA= FB= FC= 0 1005 1819 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8104-2S8105 PIN 300 184 SS-PIPE VCT 0 1109 1108.8 17 0 1974 116.1 FA= FB= FC= 88 1007 1877 50 371$ 43,102$ 0.23 9,929$ 0.700 2,979$2S8105 PIN 0 184 SS-MH CONC 1111.4 0 0 0 0 1974 0 FA= FB= FC= 0 1009 1935 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8105-2S8106 PIN 300 184-183 SS-PIPE VCT 0 1108.8 1108.5 24 0 1970 117.3 FA= FB= FC= 88 1010 1993 50 371$ 43,548$ 0.18 7,773$ 0.780 1,710$2S8106 PIN 0 1834 SS-MH CONC 1111.4 0 0 0 0 1974 0 FA= FB= FC= 0 1013 2052 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8106-2S8107 PIN 300 183 SS-PIPE VCT 0 1108.5 1108.3 18 0 1974 92.9 FA= FB= FC= 86 1016 2098 50 371$ 34,489$ 0.23 7,945$ 0.700 2,384$2S5401 PIN 0 179 SS-MH CONC 999 0 0 0 0 1971 0 FA= FB= NEE 0 1371 3466 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5401-2S5701 PIN 200 179 SS-PIPE VCT 0 1134.6 1134.5 108 0 1971 8.5 FA= FB= FC= 32 1375 3468 50 317$ 2,697$ 0.18 496$ 0.760 119$2S5701 PIN 0 179 SS-MH CONC 999 0 0 0 0 1971 0 FA= FB= FC= 0 1378 3470 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5701-2S5702 PIN 200 179 SS-PIPE VCT 0 1134.5 1132.6 140 0 1971 130.8 FA= FB= FC= 302 1344 3526 50 317$ 41,496$ 0.18 7,626$ 0.760 1,830$2S5702 PIN 0 179 SS-MH CONC 999 0 0 0 0 1971 0 FA= FB= FC= 0 1309 3581 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5702-2S5703 PIN 200 179 SS-PIPE VCT 0 1132.6 1130.1 495 0 1971 50.3 FA= FB= FC= 327 1288 3595 50 317$ 15,958$ 0.18 2,933$ 0.760 704$2S5703 PIN 0 179 SS-MH CONC 999 0 0 0 0 1971 0 FA= FB= FC= 0 1267 3609 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5703-2S5704 PIN 200 179-182 SS-PIPE VCT 0 1130.1 1129.7 40 0 1971 109.7 FA= FB= FC= 353 1212 3615 50 317$ 34,802$ 0.18 6,396$ 0.760 1,535$2S5704 PIN 0 182 SS-MH CONC 1131.3 0 0 0 0 1971 0 FA= FB= FC= 0 1158 3622 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5704-2S5705 PIN 200 182 SS-PIPE VCT 0 1129.7 1129.4 42 0 1971 71.6 FA= FB= FC= 350 1122 3628 50 317$ 22,715$ 0.18 4,174$ 0.760 1,002$2S5705 PIN 0 182 SS-MH CONC 1131.8 0 0 0 0 1971 0 FA= FB= FC= 0 1087 3634 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5705-2S5706 PIN 200 182 SS-PIPE VCT 0 1129.4 1129.1 40 0 1971 84.4 FA= FB= FC= 350 1045 3641 50 317$ 26,776$ 0.18 4,921$ 0.760 1,181$2S6201 PIN 0 182 SS-MH CONC 1128.9 0 0 0 0 1970 0 FA= FB= FC= 0 904.6 3613 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6201-2S6202 PIN 200 182 SS-PIPE VCT 0 1125.9 1125.6 39 0 1970 82.3 FA= FB= FC= 23 866.8 3596 50 317$ 26,110$ 0.18 4,660$ 0.780 1,025$2S6202 PIN 0 182 SS-MH CONC 1128 0 0 0 0 1970 0 FA= FB= FC= 0 829 3580 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6202-2S6203 PIN 200 182 SS-PIPE VCT 0 1125.6 1125.4 36 0 1970 54.9 FA= FB= FC= 39 807.6 3563 50 317$ 17,417$ 0.18 3,109$ 0.780 684$2S6203 PIN 0 182 SS-MH CONC 999 0 0 0 0 1970 0 FA= FB= FC= 0 786.1 3546 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S9201 PIN 0 179 SS-MH CONC 999 0 0 0 0 1970 0 FA= FB= NEE 0 1324 3541 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S9201-2S5401 PIN 150 179 SS-PIPE VCT 0 999 999 9990 0 1970 0000 FA= FB= ABA 302 1347 3503 50 289$ -$ 0.18 -$ 0.780 -$2S5601 PIN 0 179 SS-MH CONC 999 0 0 0 0 1963 0 FA= FB= FC= 0 1418 3391 40 9,653$ 9,653$ 0.14 1,366$ 1.000 -$2S5601-2S5401 PIN 150 179 SS-PIPE VCT 999 0 0 0 0 1963 88.7 FA= FB= FC= 0 1418 3391 50 289$ 25,625$ 0.14 3,628$ 0.920 290$

0764-260-00 6 / 12 27/03/2009


Sanitary

LIFESPAN


CPIRatio

yearinstalled cost



2S5005-2S5205 PINX 200 SS-PIPE VCT 0 0 0 0 0 1981 52 FA= FB= S 90 1561 3290 50 317$ 16,497$ 0.44 7,180$ 0.560 3,159$2S6302 PINX 0 182 SS-MH CONC 999 0 0 0 0 1970 0 FA= FB= FC= 0 805.9 3474 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6302-2S6303 PINX 200 182 SS-PIPE VCT 0 0 1115.3 0 0 1970 76.1 FA= FB= FC= 80 799.2 3436 50 317$ 24,143$ 0.18 4,309$ 0.780 948$2S6303 PINX 0 182 SS-MH CONC 1119.4 0 0 0 0 1970 0 FA= FB= FC= 0 792.5 3398 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6303-2S6304 PINX 200 182 SS-PIPE VCT 0 1115.3 1114.2 203 0 1970 55.5 FA= FB= FC= 320 813.6 3380 50 317$ 17,607$ 0.18 3,143$ 0.780 691$2S6801 PINX 0 182 SS-END CONC 999 0 0 0 0 1970 0 FA= FB= Pipe 324 789.5 3145 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S9401 PINX 0 179 SS-MH CONC 1138.8 0 0 0 0 1981 0 FA= FB= FC= 0 1634 3266 40 9,653$ 9,653$ 0.44 4,201$ 0.560 1,849$2S9401-2S5204 PINX 100 179 SS-PIPE PVC 0 999 999 9990 0 1981 5.2 FA= FB= NEE 28 1631 3265 75 281$ 1,460$ 0.44 636$ 0.560 280$1S0401 PIR 0 22 SS-MH CONC 1161.8 0 0 0 0 1982 0 FA= FB= FC= 0 609.6 4774 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0401-1S0402 PIR 200 22 SS-PIPE PVC 0 1158.7 1156.8 308 0 1982 63.6 FA= FB= FC= 78 616.4 4805 75 317$ 20,177$ 0.48 9,740$ 0.540 4,480$1S0402 PIR 0 22 SS-MH CONC 1159.8 0 0 0 0 1982 0 FA= FB= FC= 0 623.1 4836 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0402-1S0403 PIR 200 22 SS-PIPE PVC 0 1156.8 1155.9 137 0 1982 64.2 FA= FB= FC= 31 650.6 4852 75 317$ 20,367$ 0.48 9,832$ 0.540 4,523$1S0403 PIR 0 22 SS-MH CONC 1159.4 0 0 0 0 1982 0 FA= FB= FC= 0 678.1 4869 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0403-1S0404 PIR 200 22 SS-PIPE PVC 0 1155.9 1154.7 220 0 1982 54.1 FA= FB= FC= 356 705.1 4867 75 317$ 17,163$ 0.48 8,285$ 0.540 3,811$1S0404 PIR 0 22 SS-MH CONC 1158 0 0 0 0 1982 0 FA= FB= FC= 0 732 4866 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0404-1S0405 PIR 200 22 SS-PIPE PVC 0 1154.7 1151.9 360 0 1982 76.2 FA= FB= FC= 333 765.8 4848 75 317$ 24,174$ 0.48 11,670$ 0.540 5,368$1S0405 PIR 0 22 SS-MH CONC 1155 0 0 0 0 1982 0 FA= FB= FC= 0 799.7 4831 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0405-1S0406 PIR 200 22 SS-PIPE PVC 0 1151.9 1150.4 166 0 1982 88.5 FA= FB= FC= 332 838.6 4810 75 317$ 28,077$ 0.48 13,553$ 0.540 6,234$1S0406 PIR 0 22 SS-MH CONC 1154 0 0 0 0 1982 0 FA= FB= FC= 0 877.5 4789 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0406-1S0407 PIR 200 22 SS-PIPE PVC 0 1150.4 1150 84 0 1982 43.9 FA= FB= FC= 322 894.1 4776 75 317$ 13,927$ 0.48 6,723$ 0.540 3,093$1S0407 PIR 0 22 SS-MH CONC 1153.4 0 0 0 0 1982 0 FA= FB= FC= 0 910.7 4763 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0407-1S0307 PIR 200 22 SS-PIPE PVC 0 1150.1 1146.2 411 0 1982 95.2 FA= FB= FC= 323 948.2 4734 75 317$ 30,202$ 0.48 14,579$ 0.540 6,706$1S0601 PIR 0 22 SS-MH CONC 1162.7 0 0 0 0 1982 0 FA= FB= FC= 0 624 4712 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0601-1S0401 PIR 200 22 SS-PIPE PVC 0 1158.8 1158.8 5 0 1982 63.3 FA= FB= FC= 103 616.8 4743 75 317$ 20,082$ 0.48 9,694$ 0.540 4,459$1S0601-1S0602 PIR 200 22 SS-PIPE PVC 0 1158.8 1158.2 42 0 1982 119.6 FA= FB= FC= 105 639.6 4654 75 317$ 37,943$ 0.48 18,316$ 0.540 8,425$1S0602 PIR 0 22 SS-MH CONC 1161.8 0 0 0 0 1982 0 FA= FB= FC= 0 655.3 4597 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0602-1S0301 PIR 200 22 SS-PIPE PVC 0 1158.2 1157.9 45 0 1982 75.9 FA= FB= FC= 88 654.3 4559 75 317$ 24,079$ 0.48 11,624$ 0.540 5,347$1S0101 PON 0 22 SS-MH CONC 1150 0 0 0 0 1982 0 FA= FB= FC= 0 1029 4764 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0202 PON 0 22 SS-MH CONC 1151 0 0 0 0 1982 0 FA= FB= FC= 0 1048 4838 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0202-1S0203 PON 300 22 SS-PIPE PVC 0 45.3 44.2 252 0 1982 43.7 FA= FB= FC= 82 1045 4817 75 371$ 16,224$ 0.48 7,832$ 0.540 3,602$1S0203 PON 0 22 SS-MH CONC 1150.1 0 0 0 0 1982 0 FA= FB= FC= 0 1042 4795 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0203-1S0101 PON 300 22 SS-PIPE PVC 0 1144.2 1142.8 429 0 1982 33.6 FA= FB= FC= 67 1035 4780 75 371$ 12,474$ 0.48 6,021$ 0.540 2,770$1S0301 PON 0 22 SS-MH CONC 1163.1 0 0 0 0 1982 0 FA= FB= FC= 0 653.2 4521 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0301-1S0302 PON 200 22 SS-PIPE PVC 0 1157.8 1153.2 560 0 1982 83.1 FA= FB= FC= 359 694 4520 75 317$ 26,363$ 0.48 12,726$ 0.540 5,854$1S0302 PON 0 22 SS-MH CONC 1156.5 0 0 0 0 1982 0 FA= FB= FC= 0 734.8 4519 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0302-1S0303 PON 200 22 SS-PIPE PVC 0 1153.1 1148.7 580 0 1982 75.4 FA= FB= FC= 360 772.4 4519 75 317$ 23,921$ 0.48 11,547$ 0.540 5,312$1S0303 PON 0 22 SS-MH CONC 1152.1 0 0 0 0 1982 0 FA= FB= FC= 0 810.1 4519 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0303-1S0304 PON 200 22 SS-PIPE PVC 0 1148.7 1147.3 259 0 1982 54 FA= FB= FC= 21 835.4 4528 75 317$ 17,132$ 0.48 8,270$ 0.540 3,804$1S0304 PON 0 22 SS-MH CONC 1150.2 0 0 0 0 1982 0 FA= FB= FC= 0 860.6 4538 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0304-1S0305 PON 200 22 SS-PIPE PVC 0 1147.2 1147 48 0 1982 54 FA= FB= FC= 46 879.5 4557 75 317$ 17,132$ 0.48 8,270$ 0.540 3,804$1S0305 PON 0 22 SS-MH CONC 1150.3 0 0 0 0 1982 0 FA= FB= FC= 0 898.4 4576 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0305-1S0306 PON 200 22 SS-PIPE PVC 0 1147 1146.4 79 0 1982 73.5 FA= FB= FC= 60 916.8 4608 75 317$ 23,318$ 0.48 11,256$ 0.540 5,178$1S0306 PON 0 22 SS-MH CONC 1152.3 0 0 0 0 1982 0 FA= FB= FC= 0 935.3 4640 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0306-1S0307 PON 200 22 SS-PIPE PVC 0 1146.4 1146.2 27 0 1982 82.9 FA= FB= FC= 53 960.5 4673 75 317$ 26,300$ 0.48 12,696$ 0.540 5,840$1S0307 PON 0 22 SS-MH CONC 1151.3 0 0 0 0 1982 0 FA= FB= FC= 0 985.6 4706 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0307-1S0101 PON 250 22 SS-PIPE PVC 0 1146.1 1145.8 32 0 1982 72.5 FA= FB= FC= 54 1007 4735 75 340$ 24,665$ 0.48 11,906$ 0.540 5,477$1S1201 PON 0 2 SS-MH CONC 1170.3 0 0 0 0 1983 0 FA= FB= FC= 0 485.1 4518 40 9,653$ 9,653$ 0.51 4,931$ 0.520 2,367$1S1201-1S1202 PON 200 2 SS-PIPE PVC 0 1167.1 1166.6 128 0 1983 38.2 FA= FB= FC= 1 504 4518 75 317$ 12,119$ 0.51 6,191$ 0.520 2,972$1S1202 PON 0 2 SS-MH CONC 1171.1 0 0 0 0 1983 0 FA= FB= FC= 0 522.8 4519 40 9,653$ 9,653$ 0.51 4,931$ 0.520 2,367$1S1202-1S1203 PON 200 2 SS-PIPE PVC 0 1166.6 1163.7 338 0 1983 85.2 FA= FB= FC= 1 565.4 4519 75 317$ 27,030$ 0.51 13,808$ 0.520 6,628$1S1203 PON 0 2 SS-MH CONC 1166.7 0 0 0 0 1983 0 FA= FB= FC= 0 608 4520 40 9,653$ 9,653$ 0.51 4,931$ 0.520 2,367$

0764-260-00 7 / 12 27/03/2009


Sanitary

LIFESPAN


CPIRatio

yearinstalled cost



1S1203-1S0301 PON 200 2-22 SS-PIPE PVC 0 1160.7 1157.9 617 0 1983 45.5 FA= FB= FC= 1 630.6 4520 75 317$ 14,435$ 0.51 7,374$ 0.520 3,540$1S2118 PON 0 206 SS-MH CONC 1157.1 0 0 0 0 1982 0 FA= FB= FC= 0 1067 5163 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2118-1S2119 PON 200 1 SS-PIPE PVC 0 1149.6 1148.8 95 0 1982 86.6 FA= FB= FC= 86 1065 5120 75 317$ 27,474$ 0.48 13,262$ 0.540 6,101$1S2119 PON 0 1 SS-MH CONC 1155 0 0 0 0 1982 0 FA= FB= FC= 0 1062 5078 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2119-1S2120 PON 200 1 SS-PIPE PVC 0 1148.7 1148 70 0 1982 96.8 FA= FB= FC= 88 1060 5029 75 317$ 30,710$ 0.48 14,824$ 0.540 6,819$1S2120 PON 0 1 SS-MH CONC 1153.1 0 0 0 0 1982 0 FA= FB= FC= 0 1058 4981 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S3201 PON 0 22 SS-MH CONC 1152.3 0 0 0 0 1980 0 FA= FB= FC= 0 946.2 4633 40 9,653$ 9,653$ 0.39 3,734$ 0.580 1,568$1S3201-1S0306 PON 200 22 SS-PIPE PVC 0 999 999 9990 0 1980 13 FA= FB= NEE 330 940.8 4637 75 317$ 4,124$ 0.39 1,596$ 0.580 670$1S0101-1S0102 PONX 300 22 SS-PIPE PVC 0 1142.5 1140.3 590 0 1982 36 FA= FB= FC= 333 1045 4756 75 371$ 13,365$ 0.48 6,452$ 0.540 2,968$1S0102 PONX 0 22 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= NEE 0 1061 4747 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0201 PONX 0 22 SS-MH CONC 1153.5 0 0 0 0 1982 0 FA= FB= FC= 0 1003 4925 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0201-1S0202 PONX 300 22 SS-PIPE PVC 0 1146.5 1145.4 103 0 1982 101.4 FA= FB= FC= 298 1026 4882 75 371$ 37,645$ 0.48 18,172$ 0.540 8,359$1S1501 PONX 0 5 SS-MH CONC 1153.3 0 0 0 0 1983 0 FA= FB= FC= 0 882.1 5099 40 9,653$ 9,653$ 0.51 4,931$ 0.520 2,367$1S1501-1S1502 PONX 300 5 SS-PIPE PVC 0 1149 1148.1 103 0 1983 93 FA= FB= FC= 295 901.8 5057 75 371$ 34,526$ 0.51 17,638$ 0.520 8,466$1S1502 PONX 0 5 SS-MH CONC 1152.5 0 0 0 0 1983 0 FA= FB= FC= 0 921.5 5014 40 9,653$ 9,653$ 0.51 4,931$ 0.520 2,367$1S1502-1S1503 PONX 300 5 SS-PIPE PVC 0 1148 1146.8 94 0 1983 133.3 FA= FB= FC= 314 960.4 4974 75 371$ 49,488$ 0.51 25,281$ 0.520 12,135$1S1503 PONX 0 5 SS-MH CONC 1153.5 0 0 0 0 1983 0 FA= FB= FC= 0 999.4 4933 40 9,653$ 9,653$ 0.51 4,931$ 0.520 2,367$1S1503-1S0201 PONX 200 5 SS-PIPE PVC 0 1146.8 1146.7 59 0 1983 8.5 FA= FB= FC= 297 1001 4929 75 317$ 2,697$ 0.51 1,378$ 0.520 661$1S1501A PONX 0 5 SS-END CONC 0 0 0 0 0 1982 0 FA= FB= THI 252 886.8 5123 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S1501A-1S1501 PONX 200 5 SS-PIPE PVC 0 1150.1 1149.1 444 0 1982 22.3 FA= FB= FC= 79 884.5 5111 75 317$ 7,075$ 0.48 3,415$ 0.540 1,571$1S1501B PONX 0 5 SS-END CONC 0 0 0 0 0 1982 0 FA= FB= THI 176 876.6 5099 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S1501B-1S1501 PONX 200 5 SS-PIPE PVC 0 1149.6 1149.4 400 0 1982 5 FA= FB= FC= 355 879.3 5099 75 317$ 1,586$ 0.48 766$ 0.540 352$1S2120-1S0201 PONX 200 1 SS-PIPE PVC 0 1147.9 1146.8 149 0 1982 77 FA= FB= FC= 46 1031 4953 75 317$ 24,428$ 0.48 11,792$ 0.540 5,424$2S5404 PSD 0 179 SS-MH CONC 999 0 0 0 0 1971 0 FA= FB= NEE 0 1346 3307 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5404-2S5405 PSD 200 179 SS-PIPE VCT 0 1133.4 1133 74 0 1971 45 FA= FB= FC= 0 1324 3307 50 317$ 14,276$ 0.18 2,624$ 0.760 630$2S5405 PSD 0 179 SS-MH CONC 999 0 0 0 0 1971 0 FA= FB= NEE 0 1301 3307 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5304 PSDX 0 181 SS-MH CONC 1134.1 0 0 0 0 1971 0 FA= FB= FC= 0 1301 3265 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5304-2S5305 PSDX 250 181 SS-PIPE CMP 0 1135.2 1134.7 115 0 1971 10 FA= FB= FC= 0 1296 3265 20 340$ 3,402$ 0.18 625$ 1.000 -$2S5305 PSDX 0 181 SS-MH CONC 1132.2 0 0 0 0 1971 0 FA= FB= FC= 0 1291 3265 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5305-2S5306 PSDX 250 179-181 SS-PIPE CMP 0 1135.2 1134.7 115 0 1971 19.5 FA= FB= NEE 11 1281 3264 20 340$ 6,634$ 0.18 1,219$ 1.000 -$2S5306 PSDX 0 179-181 SS-MH CONC 999 0 0 0 0 1971 0 FA= FB= NEE 0 1272 3262 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5306-2S5307 PSDX 250 179-181 SS-PIPE CMP 0 1135.2 1134.7 115 0 1971 58.8 FA= FB= NEE 19 1244 3252 20 340$ 20,004$ 0.18 3,676$ 1.000 -$2S6701 PYC 0 182 SS-MH CONC 1113.5 0 0 0 0 1970 0 FA= FB= FC= 0 1095 3052 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6502-2S6503 PYC 250 182 SS-PIPE VCT 0 1111.8 1111.1 43 0 1970 153.6 FA= FB= FC= 304 996.9 3112 50 340$ 52,255$ 0.18 9,327$ 0.780 2,052$2S6503 PYC 0 182 SS-MH CONC 1114.1 0 0 0 0 1970 0 FA= FB= FC= 0 1039 3048 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6503-2S6701 PYC 250 182 SS-PIPE VCT 0 1111.1 1110.9 29 0 1970 55.9 FA= FB= FC= 4 1067 3050 50 340$ 19,017$ 0.18 3,394$ 0.780 747$2S6601 PYC 0 182 SS-MH CONC 1115.3 0 0 0 0 1970 0 FA= FB= FC= 0 1090 3143 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6601-2S5310 PYC 200 182 SS-PIPE VCT 0 1112.8 1112.5 27 0 1970 102.6 FA= FB= FC= 304 1062 3186 50 317$ 32,550$ 0.18 5,810$ 0.780 1,278$2S6602 PYC 0 179 SS-MH VCT 1114.7 0 0 0 0 1970 0 FA= FB= FC= 0 1205 3150 50 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6602-2S6603 PYC 200 179 SS-PIPE VCT 0 1112.2 1111.7 60 0 1970 91.4 FA= FB= FC= 94 1208 3104 50 317$ 28,997$ 0.18 5,176$ 0.780 1,139$2S6603 PYC 0 179 SS-MH VCT 1114.1 0 0 0 0 1970 0 FA= FB= FC= 88 1211 3059 50 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6603-2S6701 PYC 200 179-182 SS-PIPE VCT 0 1111.6 1111 60 0 1970 115.8 FA= FB= FC= 4 1153 3055 50 317$ 36,738$ 0.18 6,557$ 0.780 1,443$2S6802-2S6803 RCCX 200 182 SS-PIPE VCT 0 1111.7 1111.2 49 0 1971 100.6 FA= FB= FC= 304 866.1 3058 50 317$ 31,915$ 0.18 5,865$ 0.760 1,408$2S6803 RCCX 0 182 SS-MH CONC 1114 0 0 0 0 1971 0 FA= FB= FC= 0 893.8 3016 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S6803-2S6804 RCCX 200 182 SS-PIPE VCT 0 1111.2 1110.7 36 0 1971 127.1 FA= FB= FC= 304 928.9 2963 50 317$ 40,322$ 0.18 7,410$ 0.760 1,778$2S6804 RCCX 0 182 SS-MH CONC 999 0 0 0 0 1971 0 FA= FB= FC= 0 964 2910 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S6804-2S6805 RCCX 200 182 SS-PIPE VCT 0 1110.7 1110.4 48 0 1971 64.6 FA= FB= FC= 101 970 2878 50 317$ 20,494$ 0.18 3,766$ 0.760 904$2S6802 RCD 0 182 SS-MH CONC 1114.8 0 0 0 0 1970 0 FA= FB= FC= 0 838.3 3100 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7201 RCD 0 179 SS-MH CONC 1136.1 0 0 0 0 1971 0 FA= FB= FC= 0 1542 2918 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S7201-2S7202 RCD 200 179 SS-PIPE VCT 0 1132.9 1132.6 40 0 1971 85.1 FA= FB= FC= 311 1514 2950 50 317$ 26,998$ 0.18 4,961$ 0.760 1,191$2S7202 RCD 0 179 SS-MH CONC 1135.7 0 0 0 0 1971 0 FA= FB= FC= 0 1486 2982 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$

0764-260-00 8 / 12 27/03/2009


Sanitary

LIFESPAN


CPIRatio

yearinstalled cost



2S7202-2S7203 RCD 200 179 SS-PIPE VCT 0 1132.6 1132.3 56 0 1971 54.7 FA= FB= FC= 311 1468 3003 50 317$ 17,354$ 0.18 3,189$ 0.760 765$2S7203 RCD 0 179 SS-MH CONC 1135.1 0 0 0 0 1971 0 FA= FB= FC= 0 1450 3023 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5307 RCD 0 179-181 SS-MH CONC 999 0 0 0 0 1971 0 FA= FB= NEE 0 1216 3242 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5309 RCD 0 182 SS-MH CONC 1115.3 0 0 0 0 1969 0 FA= FB= FC= 0 1110 3279 40 9,653$ 9,653$ 0.17 1,672$ 0.800 334$2S5309-2S5310 RCD 250 182 SS-PIPE VCT 0 999 999 0 0 1969 91.4 FA= FB= NEE 34 1071 3254 50 340$ 31,094$ 0.17 5,386$ 0.800 1,077$2S5310 RCD 0 182 SS-MH CONC 1114.9 0 0 0 0 1969 0 FA= FB= FC= 0 1033 3228 40 9,653$ 9,653$ 0.17 1,672$ 0.800 334$2S5310-2S6502 RCD 250 182 SS-PIPE VCT 0 999 999 0 0 1971 94.5 FA= FB= NEE 34 993.9 3202 50 340$ 32,149$ 0.18 5,908$ 0.760 1,418$2S6501 RCD 0 182 SS-MH CONC 999 0 0 0 0 1970 0 FA= FB= FC= 0 916.3 3151 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6501-2S6502 RCD 250 182 SS-PIPE VCT 0 0 0 0 0 1970 45.8 FA= FB= FC= 34 935.4 3164 50 340$ 15,581$ 0.18 2,781$ 0.780 612$2S6502 RCD 0 182 SS-MH CONC 1114.8 0 0 0 0 1970 0 FA= FB= FC= 0 954.5 3176 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7203-2S7204 RCDX 200 179 SS-PIPE VCT 0 1132.3 1130.5 1040 0 1971 16.8 FA= FB= CHE 34 1443 3018 50 317$ 5,330$ 0.18 979$ 0.760 235$2S7204 RCDX 0 179 SS-MH CONC 1132.7 0 0 0 0 1971 0 FA= FB= FC= 0 1436 3014 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S7204-2S7205 RCDX 200 179 SS-PIPE VCT 0 1130.4 1116.5 2440 0 1971 57 FA= FB= FC= 34 1412 2998 50 317$ 18,083$ 0.18 3,323$ 0.760 798$2S7205 RCDX 0 179 SS-MH CONC 1118.8 0 0 0 0 1971 0 FA= FB= FC= 0 1388 2982 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S7205-2S6902 RCDX 200 179 SS-PIPE VCT 0 1114.7 1113 311 0 1971 54.7 FA= FB= FC= 34 1366 2967 50 317$ 17,354$ 0.18 3,189$ 0.760 765$2S6001 RCDX 0 179 SS-MH CONC 999 0 0 0 0 1971 0 FA= FB= NEE 0 1155 3353 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S6001-2S6002 RCDX 200 179 SS-PIPE VCT 0 1128.6 1128 57 0 1971 94.5 FA= FB= FC= 344 1200 3340 50 317$ 29,980$ 0.18 5,509$ 0.760 1,322$2S6002 RCDX 0 179 SS-MH CONC 999 0 0 0 0 1971 0 FA= FB= NEE 0 1246 3327 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S6002-2S5306 RCDX 200 179 SS-PIPE VCT 0 1128 1127.3 106 0 1971 70.6 FA= FB= NEE 292 1259 3295 50 317$ 22,398$ 0.18 4,116$ 0.760 988$2S6801-2S6802 RCDX 150 182 SS-PIPE VCT 0 1112.2 1111.9 45 0 1974 65.8 FA= FB= PIP 318 813.9 3122 50 289$ 19,010$ 0.23 4,379$ 0.700 1,314$2S9501 SPA 0 413 SS-MH CONC 1112.1 0 0 0 0 1983 0 FA= FB= FC= 0 1174 1631 40 9,653$ 9,653$ 0.51 4,931$ 0.520 2,367$2S9501-2S9502 SPA 200 413 SS-PIPE PVC 0 1109.8 1109.7 40 0 1983 37 FA= FB= FC= 305 1184 1617 75 317$ 11,738$ 0.51 5,997$ 0.520 2,878$2S9502 SPA 0 413 SS-MH CONC 1112 0 0 0 0 1983 0 FA= FB= FC= 0 1194 1603 40 9,653$ 9,653$ 0.51 4,931$ 0.520 2,367$2S9502-2S9503 SPA 200 413 SS-PIPE PVC 0 1109.7 1109.3 40 0 1983 118.5 FA= FB= FC= 72 1175 1545 75 317$ 37,594$ 0.51 19,205$ 0.520 9,219$2S9503 SPA 0 413 SS-MH CONC 1111.3 0 0 0 0 1983 0 FA= FB= FC= 0 1155 1488 40 9,653$ 9,653$ 0.51 4,931$ 0.520 2,367$2S9503-2S9504 SPA 200 413 SS-PIPE PVC 0 1109.3 999 40 0 1983 65.5 FA= FB= NEE 27 1126 1473 75 317$ 20,780$ 0.51 10,616$ 0.520 5,095$2S9504 SPA 0 413 SS-MH CONC 1110.9 0 0 0 0 1983 0 FA= FB= FC= 0 1097 1457 40 9,653$ 9,653$ 0.51 4,931$ 0.520 2,367$2S9504-2S9505 SPA 200 413 SS-PIPE PVC 0 1109 1108.8 40 0 1983 52 FA= FB= FC= 349 1066 1463 75 317$ 16,497$ 0.51 8,428$ 0.520 4,045$2S9505 SPA 0 413 SS-MH CONC 1110.9 0 0 0 0 1983 0 FA= FB= FC= 0 1035 1469 40 9,653$ 9,653$ 0.51 4,931$ 0.520 2,367$2S9505-2S9101 SPA 200 413 SS-PIPE PVC 0 1108.6 1108.5 40 0 1983 74.5 FA= FB= FC= 330 1006 1486 75 317$ 23,635$ 0.51 12,074$ 0.520 5,796$2S9601 SPA 0 413 SS-MH CONC 1111.3 0 0 0 0 1983 0 FA= FB= FC= 0 1084 1392 40 9,653$ 9,653$ 0.51 4,931$ 0.520 2,367$2S9601-2S9504 SPA 200 413 SS-PIPE PVC 0 1109.2 1109 40 0 1983 66 FA= FB= FC= 79 1090 1425 75 317$ 20,939$ 0.51 10,697$ 0.520 5,134$2S9701 SPA 0 421 SS-MH CONC 1111.7 0 0 0 0 1986 0 FA= FB= FC= 0 1214 1711 40 9,653$ 9,653$ 0.58 5,568$ 0.460 3,007$2S9701-2S9702 SPA 200 421 SS-PIPE PVC 0 1110.3 1110.2 2000 0 1986 32 FA= FB= FC= 99 1217 1695 75 317$ 10,152$ 0.58 5,856$ 0.460 3,162$2S9702 SPA 0 421 SS-MH CONC 1111.8 0 0 0 0 1986 0 FA= FB= FC= 0 1219 1680 40 9,653$ 9,653$ 0.58 5,568$ 0.460 3,007$2S9702-2S9501 SPA 200 421 SS-PIPE PVC 0 1110.2 1110 45 0 1986 63 FA= FB= FC= 47 1197 1655 75 317$ 19,987$ 0.58 11,528$ 0.460 6,225$2S5008 SPR 0 181 SS-MH CONC 1136.7 0 0 0 0 1971 0 FA= FB= FC= 0 1456 3212 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5008-2S5009 SPR 250 181 SS-PIPE VCT 0 1135.2 1134.7 115 0 1971 46.4 FA= FB= FC= 0 1432 3212 50 340$ 15,785$ 0.18 2,901$ 0.760 696$2S5009 SPR 0 181 SS-MH CONC 1136.1 0 0 0 0 1971 0 FA= FB= FC= 0 1409 3212 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5009-2S5010 SPR 300 191 SS-PIPE VCT 0 1135.2 1134.7 115 0 1971 51.8 FA= FB= FC= 0 1383 3212 50 371$ 19,231$ 0.18 3,534$ 0.760 848$2S5010 SPR 0 181 SS-MH CONC 1135.6 0 0 0 0 1971 0 FA= FB= FC= 0 1357 3212 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5010-2S5011 SPR 300 181 SS-PIPE VCT 0 1135.2 1134.7 115 0 1971 57 FA= FB= FC= 0 1329 3212 50 371$ 21,161$ 0.18 3,889$ 0.760 933$2S5011 SPRX 0 181 SS-MH CONC 1134.6 0 0 0 0 1971 0 FA= FB= FC= 0 1300 3212 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5201 SPRX 0 178 SS-MH CONC 1141.3 0 0 0 0 1985 0 FA= FB= FC= 0 1808 3264 40 9,653$ 9,653$ 0.55 5,347$ 0.480 2,780$2S5201-2S5202 SPRX 200 178-179 SS-PIPE PVC 0 1138.7 1137.8 111 0 1985 78.2 FA= FB= FC= 1 1768 3263 75 317$ 24,809$ 0.55 13,743$ 0.480 7,146$2S5202 SPRX 0 179 SS-MH CONC 1140.2 0 0 0 0 1985 0 FA= FB= FC= 0 1727 3263 40 9,653$ 9,653$ 0.55 5,347$ 0.480 2,780$2S5204 SPRX 0 179 SS-MH CONC 1138.8 0 0 0 0 1985 0 FA= FB= FC= 0 1628 3263 40 9,653$ 9,653$ 0.55 5,347$ 0.480 2,780$2S5204-2S5205 SPRX 200 179 SS-PIPE PVC 0 1136.5 1135.8 113 0 1981 67 FA= FB= FC= 0 1595 3263 75 317$ 21,256$ 0.44 9,251$ 0.560 4,071$2S5205 SPRX 0 179 SS-MH CONC 1138.8 0 0 0 0 1981 0 FA= FB= FC= 0 1561 3263 40 9,653$ 9,653$ 0.44 4,201$ 0.560 1,849$2S5205-2S5007 SPRX 250 179 SS-PIPE PVC 0 1135.8 999 0 0 1981 105.6 FA= FB= FC= 360 1508 3263 75 340$ 35,925$ 0.44 15,636$ 0.560 6,880$2S5301 SPRX 0 181 SS-MH CONC 1137 0 0 0 0 1981 0 FA= FB= FC= 0 1452 3266 40 9,653$ 9,653$ 0.44 4,201$ 0.560 1,849$

0764-260-00 9 / 12 27/03/2009


Sanitary

LIFESPAN


CPIRatio

yearinstalled cost



2S5301-2S5302 SPRX 200 181 SS-PIPE CMP 0 1135.2 1134.7 115 0 1981 44.6 FA= FB= FC= 0 1430 3266 20 317$ 14,149$ 0.44 6,158$ 1.000 -$2S5302 SPRX 0 181-179 SS-MH CONC 1136.8 0 0 0 0 1981 0 FA= FB= FC= 0 1408 3266 40 9,653$ 9,653$ 0.44 4,201$ 0.560 1,849$2S5302-2S5303 SPRX 250 181-179 SS-PIPE CMP 0 1135.2 1134.7 115 0 1981 61.3 FA= FB= NEE 0 1377 3265 20 340$ 20,854$ 0.44 9,077$ 1.000 -$2S5303 SPRX 0 181-179 SS-MH CONC 999 0 0 0 0 1981 0 FA= FB= NEE 0 1346 3265 40 9,653$ 9,653$ 0.44 4,201$ 0.560 1,849$2S5303-2S5304 SPRX 250 179-181 SS-PIPE CMP 0 1135.2 1134.7 115 0 1981 45 FA= FB= NEE 0 1324 3265 20 340$ 15,309$ 0.44 6,663$ 1.000 -$2S5802 SPRX 0 179 SS-MH CONC 1138.7 0 0 0 0 1981 0 FA= FB= FC= 0 1674 3153 40 9,653$ 9,653$ 0.44 4,201$ 0.560 1,849$2S5802-2S5803 SPRX 200 179 SS-PIPE VCT 0 1136.1 1135.8 40 0 1971 71 FA= FB= FC= 0 1638 3153 50 317$ 22,525$ 0.18 4,139$ 0.760 993$2S5803 SPRX 0 179 SS-MH CONC 1138.3 0 0 0 0 1981 0 FA= FB= FC= 0 1603 3153 40 9,653$ 9,653$ 0.44 4,201$ 0.560 1,849$2S5803-2S5804 SPRX 250 179 SS-PIPE VCT 0 1135.8 1134.8 110 0 1971 94.5 FA= FB= FC= 0 1556 3153 50 340$ 32,149$ 0.18 5,908$ 0.760 1,418$2S5804 SPRX 0 179 SS-MH CONC 1137.3 0 0 0 0 1971 0 FA= FB= FC= 0 1508 3153 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5804-2S5805 SPRX 250 179 SS-PIPE VCT 0 1134.7 1133.9 85 0 1971 94.5 FA= FB= FC= 0 1461 3153 50 340$ 32,149$ 0.18 5,908$ 0.760 1,418$2S5805 SPRX 0 179 SS-MH CONC 1136.4 0 0 0 0 1971 0 FA= FB= FC= 0 1414 3153 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$2S5202-2S5203 SPRX 200 179 SS-PIPE VCT 0 1137.8 1137.1 100 0 1986 70.8 FA= FB= FC= 359 1693 3263 50 317$ 22,461$ 0.58 12,956$ 0.460 6,996$2S5203 SPRX 0 179 SS-MH CONC 1139.5 0 0 0 0 1986 0 FA= FB= FC= 0 1659 3263 40 9,653$ 9,653$ 0.58 5,568$ 0.460 3,007$2S5203-2S5204 SPRX 200 179 SS-PIPE PVC 0 1136.9 1136.6 103 0 1986 31 FA= FB= FC= 0 1644 3263 75 317$ 9,835$ 0.58 5,673$ 0.460 3,063$2S5805-2S5806 SPRX 250 179 SS-PIPE VCT 0 1133.5 1133.3 36 0 1971 50 FA= FB= FC= 0 1390 3153 50 340$ 17,010$ 0.18 3,126$ 0.760 750$2S5806 SPRX 0 179 SS-MH CONC 1135.9 0 0 0 0 1971 0 FA= FB= FC= 0 1367 3153 40 9,653$ 9,653$ 0.18 1,774$ 0.760 426$1S0501 SYC 0 22 SS-MH CONC 1164.6 0 0 0 0 1982 0 FA= FB= FC= 0 553.1 4871 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0501-1S0502 SYC 200 22 SS-PIPE PVC 0 1161.3 1159.2 662 0 1982 32 FA= FB= FC= 343 568.2 4866 75 317$ 10,152$ 0.48 4,901$ 0.540 2,254$1S0502 SYC 0 22 SS-MH CONC 1162.4 0 0 0 0 1982 0 FA= FB= FC= 0 583.3 4861 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S0502-1S0402 SYC 200 22 SS-PIPE PVC 0 1159.1 1156.8 497 0 1982 47.3 FA= FB= FC= 327 603.2 4849 75 317$ 15,006$ 0.48 7,244$ 0.540 3,332$1S05AA SYC 0 22 SS-END CONC 999 0 0 0 0 1982 0 FA= FB= THI 0 486.8 4868 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S05AA-1S0501 SYC 200 22 SS-PIPE PVC 0 1166.4 1161.4 745 0 1982 66.4 FA= FB= FC= 2 519.9 4870 75 317$ 21,065$ 0.48 10,169$ 0.540 4,678$1S1301 SYC 0 3 SS-MH CONC 1176 0 0 0 0 1983 0 FA= FB= FC= 0 493.3 4733 40 9,653$ 9,653$ 0.51 4,931$ 0.520 2,367$1S1301-1S1302 SYC 200 3 SS-PIPE PVC 0 1173.3 1172.7 68 0 1983 76.4 FA= FB= FC= 104 502.8 4696 75 317$ 24,238$ 0.51 12,382$ 0.520 5,943$1S1302 SYC 0 3 SS-MH CONC 1175.9 0 0 0 0 1983 0 FA= FB= FC= 0 512.4 4659 40 9,653$ 9,653$ 0.51 4,931$ 0.520 2,367$1S1302-1S1303 SYC 200 3 SS-PIPE PVC 0 1172.7 1170.9 295 0 1983 59 FA= FB= FC= 99 517 4630 75 317$ 18,718$ 0.51 9,562$ 0.520 4,590$1S1303 SYC 0 3 SS-MH CONC 1174.1 0 0 0 0 1983 0 FA= FB= FC= 0 521.5 4600 40 9,653$ 9,653$ 0.51 4,931$ 0.520 2,367$1S1303-1S1202 SYC 200 3 SS-PIPE PVC 0 1170.5 1167.5 367 0 1983 81.8 FA= FB= FC= 91 522.2 4560 75 317$ 25,951$ 0.51 13,257$ 0.520 6,364$2S5006-2S5007 TAM 250 181 SS-PIPE PVC 0 1135.2 1134.7 115 0 1988 ed 52.3 FA= FB= FC= 90 1456 3290 75 340$ 17,792$ 0.63 11,139$ 0.420 6,461$2S5007 TAM 0 181 SS-MH CONC 1136.9 0 0 0 0 1988 0 FA= FB= FC= 0 1456 3264 40 9,653$ 9,653$ 0.63 6,043$ 0.420 3,505$2S5007-2S5008 TAM 250 181 SS-PIPE PVC 0 1135.2 1134.7 115 0 1988 51.8 FA= FB= FC= 90 1456 3238 75 340$ 17,622$ 0.63 11,032$ 0.420 6,399$1S2701 VVD 0 27 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= NEE 0 1247 4839 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2701-1S2702 VVD 200 27 SS-PIPE PVC 0 1152 1150.7 354 0 1982 35.5 FA= FB= NEE 77 1243 4822 75 317$ 11,262$ 0.48 5,437$ 0.540 2,501$1S2702 VVD 0 27 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= FC= 0 1239 4805 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2702-1S2703 VVD 200 27 SS-PIPE PVC 0 1150.6 1149.9 150 0 1982 46.5 FA= FB= FC= 49 1223 4787 75 317$ 14,752$ 0.48 7,121$ 0.540 3,276$1S2703 VVD 0 27 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= NEE 0 1208 4769 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2703-1S2704 VVD 200 27 SS-PIPE PVC 0 1149.8 1149 287 0 1982 26.2 FA= FB= FC= 29 1197 4763 75 317$ 8,312$ 0.48 4,012$ 0.540 1,846$1S2704 VVD 0 27 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= FC= 0 1185 4757 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2704-1S2705 VVD 200 27 SS-PIPE PVC 0 1148.9 1147.2 500 0 1982 34.3 FA= FB= FC= 1 1168 4756 75 317$ 10,882$ 0.48 5,253$ 0.540 2,416$1S2705 VVD 0 27 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= NEE 0 1151 4756 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2705-1S2706 VVD 200 27 SS-PIPE PVC 0 1147.2 1146.6 119 0 1982 49.1 FA= FB= FC= 353 1127 4759 75 317$ 15,577$ 0.48 7,519$ 0.540 3,459$1S2706 VVD 0 27 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= NEE 0 1102 4762 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2706-1S2707 VVD 200 27 SS-PIPE PVC 0 1146.5 1145.6 173 0 1982 53.9 FA= FB= FC= 330 1079 4776 75 317$ 17,100$ 0.48 8,254$ 0.540 3,797$1S2707 VVD 0 27 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= FC= 0 1056 4789 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2701-1S2802 VVD 200 27 SS-PIPE PVC 0 1152 1151.5 96 0 1982 7 FA= FB= FC= 96 1244 4866 75 317$ 2,221$ 0.48 1,072$ 0.540 493$1S2802 VVD 0 27 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= FC= 0 1241 4893 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2802-1S2803 VVD 200 27 SS-PIPE PVC 0 1151.4 1151.2 48 0 1982 33.2 FA= FB= FC= 4 1225 4891 75 317$ 10,533$ 0.48 5,084$ 0.540 2,339$1S2803 VVD 0 27 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= FC= 0 1208 4890 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2803-1S2804 VVD 200 27-28 SS-PIPE PVC 0 1151.2 1150.7 0 0 1982 52.2 FA= FB= FC= 2 1182 4890 75 317$ 16,560$ 0.48 7,994$ 0.540 3,677$1S2804 VVD 0 28 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= NEE 0 1156 4889 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$

0764-260-00 10 / 12 27/03/2009


Sanitary

LIFESPAN


CPIRatio

yearinstalled cost



1S2804-1S2805 VVD 200 28 SS-PIPE PVC 0 1150.7 1150.2 96 0 1982 46.1 FA= FB= FC= 2 1135 4888 75 317$ 14,625$ 0.48 7,060$ 0.540 3,248$1S2805 VVD 0 28 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= NEE 0 1114 4887 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2805-1S2806 VVD 200 28 SS-PIPE PVC 0 1149.8 1148.8 118 0 1982 79.7 FA= FB= FC= 90 1114 4848 75 317$ 25,285$ 0.48 12,206$ 0.540 5,615$1S2806 VVD 0 28 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= NEE 0 1114 4808 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2806-1S2706 VVD 200 28 SS-PIPE PVC 0 1148.8 1146.5 480 0 1982 46 FA= FB= FC= 76 1108 4785 75 317$ 14,594$ 0.48 7,045$ 0.540 3,241$1S2707-1S0203 VVD 200 27 SS-PIPE PVC 0 1145.6 999 0 0 1982 16 FA= FB= NEE 336 1049 4792 75 317$ 5,076$ 0.48 2,450$ 0.540 1,127$1S2601 VVP 0 26 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= NEE 0 1142 4667 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2601-1S2705 VVP 200 26 SS-PIPE PVC 0 1148.1 1147.6 53 0 1982 89.7 FA= FB= FC= 84 1146 4711 75 317$ 28,457$ 0.48 13,737$ 0.540 6,319$2S6901 WBC 0 179 SS-MH CONC 1116 0 0 0 0 1970 0 FA= FB= FC= 0 1358 2930 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6901-2S6902 WBC 200 179 SS-PIPE VCT 0 1113.2 1113 56 0 1970 26.5 FA= FB= FC= 304 1350 2941 50 317$ 8,407$ 0.18 1,501$ 0.780 330$2S6901-2S7001 WBC 200 179 SS-PIPE VCT 0 1113.2 1112.9 73 0 1970 39.4 FA= FB= FC= 94 1359 2910 50 317$ 12,500$ 0.18 2,231$ 0.780 491$2S6902 WBC 0 179 SS-MH CONC 1116 0 0 0 0 1970 0 FA= FB= FC= 0 1343 2952 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6902-2S6903 WBC 200 179 SS-PIPE VCT 0 1113 1112.9 57 0 1970 26.9 FA= FB= FC= 304 1335 2963 50 317$ 8,534$ 0.18 1,523$ 0.780 335$2S6903 WBC 0 179 SS-MH CONC 1115.7 0 0 0 0 1970 0 FA= FB= FC= 0 1328 2975 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6903-2S6904 WBC 200 179 SS-PIPE VCT 0 1112.8 1111.4 144 0 1970 97.8 FA= FB= FC= 4 1279 2972 50 317$ 31,027$ 0.18 5,538$ 0.780 1,218$2S6904 WBC 0 179 SS-MH CONC 1114.2 0 0 0 0 1970 0 FA= FB= FC= 0 1230 2969 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6904-2S6702 WBC 200 179-182 SS-PIPE VCT 0 1111.4 1110.6 64 0 1970 129.8 FA= FB= FC= 4 1166 2965 50 317$ 41,179$ 0.18 7,350$ 0.780 1,617$2S7001 WBC 0 179 SS-MH CONC 1115.7 0 0 0 0 1970 0 FA= FB= FC= 0 1360 2891 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7001-2S7002 WBC 200 179 SS-PIPE VCT 0 1112.8 1112.2 58 0 1970 104.8 FA= FB= FC= 4 1308 2887 50 317$ 33,248$ 0.18 5,934$ 0.780 1,306$2S7002 WBC 0 179 SS-MH CONC 1115.2 0 0 0 0 1970 0 FA= FB= FC= 0 1255 2884 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S7002-2S7003 WBC 200 179 SS-PIPE VCT 0 1112.2 1110.9 184 0 1970 74.7 FA= FB= FC= 4 1218 2882 50 317$ 23,699$ 0.18 4,230$ 0.780 931$2S7003 WBC 0 179 SS-MH CONC 1113.9 0 0 0 0 1970 0 FA= FB= FC= 0 1181 2880 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$1S2201 WID 0 207 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= NEE 0 1081 5425 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2201-1S2202 WID 200 207 SS-PIPE PVC 0 1157.4 1156.8 121 0 1982 47 FA= FB= FC= 110 1088 5403 75 317$ 14,911$ 0.48 7,198$ 0.540 3,311$1S2202 WID 0 207 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= NEE 0 1096 5380 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2202-1S2203 WID 200 207 SS-PIPE PVC 0 1156.8 1154.8 214 0 1982 92 FA= FB= FC= 105 1108 5336 75 317$ 29,187$ 0.48 14,089$ 0.540 6,481$1S2203 WID 0 207 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= NEE 0 1120 5292 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2203-1S2204 WID 200 207 SS-PIPE PVC 0 1154.7 1153.3 138 0 1982 100.5 FA= FB= FC= 99 1128 5242 75 317$ 31,884$ 0.48 15,391$ 0.540 7,080$1S2204 WID 0 207 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= FC= 0 1136 5192 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2204-1S2117 WID 200 207 SS-PIPE PVC 0 1153.3 1152.7 167 0 1982 34 FA= FB= FC= 87 1135 5175 75 317$ 10,787$ 0.48 5,207$ 0.540 2,395$2S8401 WIL 0 183 SS-MH CONC 1112.4 0 0 0 0 1974 0 FA= FB= FC= 0 1223 2144 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8401-2S8402 WIL 200 183 SS-PIPE VCT 0 1109.7 1109.5 41 0 1974 67.2 FA= FB= FC= 338 1192 2156 50 317$ 21,319$ 0.23 4,911$ 0.700 1,473$2S8402 WIL 0 183 SS-MH CONC 1112.2 0 0 0 0 1974 0 FA= FB= FC= 0 1160 2169 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8402-2S8006 WIL 200 183 SS-PIPE VCT 0 1109.4 1109.3 27 0 1974 45.1 FA= FB= FC= 323 1142 2182 50 317$ 14,308$ 0.23 3,296$ 0.700 989$2S8401-2S8501 WIL 200 183 SS-PIPE VCT 0 1109.8 1109.3 44 0 1974 103.2 FA= FB= FC= 68 1203 2096 50 317$ 32,740$ 0.23 7,542$ 0.700 2,263$2S8501 WIL 0 183 SS-MH CONC 1112.1 0 0 0 0 1974 0 FA= FB= FC= 0 1184 2048 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8501-2S8502 WIL 200 183 SS-PIPE VCT 0 1109.3 1109.1 30 0 1974 68.2 FA= FB= FC= 358 1150 2049 50 317$ 21,636$ 0.23 4,984$ 0.700 1,495$2S8502 WIL 0 183 SS-MH CONC 1111.9 0 0 0 0 1974 0 FA= FB= FC= 0 1116 2050 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8502-2S8603 WIL 200 183 SS-PIPE VCT 0 1109 1109 26 0 1974 9.2 FA= FB= FC= 311 1113 2054 50 317$ 2,919$ 0.23 672$ 0.700 202$2S8601 WIL 0 183 SS-MH CONC 1112.1 0 0 0 0 1974 0 FA= FB= FC= 0 1163 2071 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8601-2S8602 WIL 200 183 SS-PIPE VCT 0 1109.3 1109.1 55 0 1974 27.6 FA= FB= FC= 358 1150 2072 50 317$ 8,756$ 0.23 2,017$ 0.700 605$2S8602 WIL 0 183 SS-MH CONC 1111.9 0 0 0 0 1974 0 FA= FB= FC= 0 1136 2072 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8602-2S8603 WIL 200 183 SS-PIPE VCT 0 1109.1 1109 34 0 1974 30 FA= FB= FC= 30 1123 2065 50 317$ 9,518$ 0.23 2,193$ 0.700 658$2S8603 WIL 0 183 SS-MH CONC 1111.7 0 0 0 0 1974 0 FA= FB= FC= 0 1110 2057 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8603-2S8604 WILX 200 183 SS-PIPE VCT 0 1109 1108.8 40 0 1974 51.3 FA= FB= FC= 8 1084 2054 50 317$ 16,275$ 0.23 3,749$ 0.700 1,125$2S8604 WILX 0 183 SS-MH CONC 1111.5 0 0 0 0 1974 0 FA= FB= FC= 0 1059 2050 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8604-2S8106 WILX 200 183 SS-PIPE VCT 0 1108.8 1108.5 52 0 1974 46.5 FA= FB= FC= 358 1036 2051 50 317$ 14,752$ 0.23 3,398$ 0.700 1,020$2S6401 WLC 0 182 SS-MH CONC 1115.5 0 0 0 0 1970 0 FA= FB= FC= 0 864.9 3229 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6401-2S6402 WLC 200 182 SS-PIPE VCT 0 1113.6 1113.3 57 0 1970 48.8 FA= FB= FC= 34 885.2 3242 50 317$ 15,482$ 0.18 2,763$ 0.780 608$2S6402 WLC 0 182 SS-MH CONC 1115.9 0 0 0 0 1970 0 FA= FB= FC= 0 905.5 3256 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6402-2S6403 WLC 200 182 SS-PIPE VCT 0 1113.3 1112.8 62 0 1970 91.4 FA= FB= FC= 34 943.6 3281 50 317$ 28,997$ 0.18 5,176$ 0.780 1,139$

0764-260-00 11 / 12 27/03/2009


Sanitary

LIFESPAN


CPIRatio

yearinstalled cost



2S6403 WLC 0 182 SS-MH CONC 1116.5 0 0 0 0 1970 0 FA= FB= FC= 0 981.8 3306 40 9,653$ 9,653$ 0.18 1,723$ 0.780 379$2S6403-2S5310 WLC 200 182 SS-PIPE VCT 0 1112.8 1112.1 65 0 1970 93.3 FA= FB= FC= 304 1008 3267 50 317$ 29,599$ 0.18 5,283$ 0.780 1,162$1S2501 WOO 0 25 SS-MH CONC 999 0 0 0 0 1982 0 FA= FB= NEE 0 1227 5242 40 9,653$ 9,653$ 0.48 4,659$ 0.540 2,143$1S2501-1S2116 WOO 200 25 SS-PIPE PVC 0 1152.7 1151.8 102 0 1982 86 FA= FB= FC= 91 1228 5199 75 317$ 27,284$ 0.48 13,170$ 0.540 6,058$2S8301 WOP 0 183 SS-MH CONC 1112.7 0 0 0 0 1974 0 FA= FB= FC= 0 1265 2256 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8301-2S8302 WOP 200 183 SS-PIPE CT/AC 0 1110.2 1110.1 57 0 1974 20.4 FA= FB= FC= 334 1256 2261 50 317$ 6,472$ 0.23 1,491$ 0.700 447$2S8301-2S8303 WOP 200 183 SS-PIPE VCT 0 1110.1 1110.1 27 0 1974 31.1 FA= FB= FC= 73 1260 2241 50 317$ 9,866$ 0.23 2,273$ 0.700 682$2S8302 WOP 0 183 SS-MH CONC 1112.6 0 0 0 0 1974 0 FA= FB= FC= 0 1246 2265 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8302-2S8304 WOP 200 183 SS-PIPE VCT 0 1110.1 1110 28 0 1974 34.4 FA= FB= FC= 48 1235 2252 50 317$ 10,913$ 0.23 2,514$ 0.700 754$2S8303 WOP 0 183 SS-MH CONC 1112.6 0 0 0 0 1974 0 FA= FB= FC= 0 1256 2226 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8303-2S8304 WOP 200 183 SS-PIPE VCT 0 1110.1 1109.9 39 0 1974 35.2 FA= FB= FC= 338 1240 2233 50 317$ 11,167$ 0.23 2,573$ 0.700 772$2S8304 WOP 0 183 SS-MH CONC 1112.5 0 0 0 0 1974 0 FA= FB= FC= 0 1223 2240 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S8304-2S8004 WOP 200 183 SS-PIPE CT/AC 0 1109.9 1109.7 43 0 1974 53 FA= FB= FC= 323 1202 2256 50 317$ 16,814$ 0.23 3,874$ 0.700 1,162$1S0102-1S0103 XXX 300 218-219 SS-PIPE VCT 0 1140.3 1132.9 627 0 1979 117.6 FA= FB= FC= 100 1071 4689 50 371$ 43,659$ 0.35 15,355$ 0.600 6,142$1S0103 XXX 0 218-219 SS-MH CONC 1136.3 0 0 0 0 1979 0 FA= FB= FC= 0 1081 4630 40 9,653$ 9,653$ 0.35 3,395$ 0.600 1,358$1S0103-1S0104 XXX 300 218-219 SS-PIPE VCT 0 1132.9 1129.8 726 0 1979 41.8 FA= FB= FC= 103 1086 4610 50 371$ 15,518$ 0.35 5,458$ 0.600 2,183$1S0104 XXX 0 218-219 SS-MH CONC 1133.1 0 0 0 0 1979 0 FA= FB= FC= 0 1091 4589 40 9,653$ 9,653$ 0.35 3,395$ 0.600 1,358$1S0104-1S0105 XXX 300 218-219 SS-PIPE VCT 0 1129.8 1124 1030 0 1979 56.7 FA= FB= FC= 304 1106 4566 50 371$ 21,050$ 0.35 7,403$ 0.600 2,961$2S5001 XXX 0 178 SS-END CONC 0 0 0 0 0 1974 0 FA= FB= THI 274 1943 3417 40 9,653$ 9,653$ 0.23 2,224$ 0.700 667$2S5001-2S5002 XXX 100 178 SS-PIPE VCT 0 0 0 0 0 1974 116 FA= FB= FOR 94 1947 3367 50 281$ 32,573$ 0.23 7,504$ 0.700 2,251$

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Appendix CWater

District of Sparwood Infrastructure Management Program 2008 Water

Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20091W0101 PON 0 24 WS-CONCT 0 0 0 1980 0 0 607.99 4523.01 0.39 $01W0101-1W0102 PON 200 WS-PIPE PVC 0 0 0 1980 29 1 622.51 4523.22 75 290 $8,410 0.39 $3,254 39% $1,9961W0102 PON 0 24 WS-HYDRT DI 0 0 0 1980 0 0 637.04 4523.42 50 7300 $7,300 0.39 $2,824 58% $1,1861W0102-1W0103 PON 200 WS-PIPE PVC 0 0 0 1980 7.3 1 640.67 4523.46 75 290 $2,117 0.39 $819 39% $5021W0103 PON 0 24 WS-VALVE DI 0 0 0 1980 0 0 644.29 4523.49 40 200 2800 $2,800 0.39 $1,083 73% $2981W0103-1W0104 PON 200 WS-PIPE PVC 0 0 0 1980 6 359 647.3 4523.49 75 290 $1,740 0.39 $673 39% $4131W0104 PON 0 24 WS-TEE DI 0 0 0 1980 0 0 650.3 4523.5 40 0.39 $0 73% $01W0104-1W0105 PON 200 WS-PIPE PVC 0 0 0 1980 80.5 359 690.55 4522.69 75 290 $23,345 0.39 $9,032 39% $5,5391W0104-1W0201 PYR 150 WS-PIPE PVC 0 0 0 1980 7 88 650.39 4526.99 75 235 $1,645 0.39 $636 39% $3901W0105 PON 0 24 WS-VALVE DI 0 0 0 1980 0 40 730.8 4521.89 40 200 2800 $2,800 0.39 $1,083 73% $2981W0105-1W0106 PON 200 WS-PIPE PVC 0 0 0 1980 5 359 733.32 4521.85 75 290 $1,450 0.39 $561 39% $3441W0106 PON 0 24 WS-HYDRT DI 0 0 0 1980 0 359 735.83 4521.8 50 7300 $7,300 0.39 $2,824 58% $1,1861W0106-1W0107 PON 200 WS-PIPE PVC 0 0 0 1980 143.2 359 768.01 4521.26 75 290 $41,528 0.39 $16,066 39% $9,8541W0107 PON 0 24 WS-VALVE DI 0 0 0 1980 0 40 870.37 4552.71 40 200 2800 $2,800 0.39 $1,083 73% $2981W0107-1W0108 PON 200 WS-PIPE PVC 0 0 0 1980 4.8 45 872.06 4554.42 75 290 $1,392 0.39 $539 39% $3301W0108 PON 0 24 WS-HYDRT DI 0 0 0 1980 0 41 873.76 4556.13 50 7300 $7,300 0.39 $2,824 58% $1,1861W0108-1W0109 PON 200 WS-PIPE PVC 0 0 0 1980 74.3 60 906.8 4596.58 75 290 $21,547 0.39 $8,336 39% $5,1131W0109 PON 0 24 WS-TEE DI 0 0 0 1980 0 359 917.67 4615.25 40 0.39 $0 73% $01W0109-1W0110 PON 200 WS-PIPE PVC 0 0 0 1980 28.5 58 923.73 4625.13 75 290 $8,265 0.39 $3,198 39% $1,9611W0110 PON 0 24 WS-TEE DI 0 0 0 1980 0 358 932.72 4639.47 40 0.39 $0 73% $01W0110-1W0111 PON 200 WS-PIPE PVC 0 0 0 1980 35.6 54 943.11 4653.94 75 290 $10,324 0.39 $3,994 39% $2,4501W0111 PON 0 24 WS-VALVE DI 0 0 0 1980 0 53 953.5 4668.41 40 200 2800 $2,800 0.39 $1,083 73% $2981W0111-1W0112 PON 200 WS-PIPE PVC 0 0 0 1980 4.8 53 954.98 4670.34 75 290 $1,392 0.39 $539 39% $3301W0112 PON 0 24 WS-HYDRT DI 0 0 0 1980 0 53 956.46 4672.28 50 7300 $7,300 0.39 $2,824 58% $1,1861W0112-1W0113 PON 200 WS-PIPE PVC 0 0 0 1980 26.1 53 964.39 4682.67 75 290 $7,569 0.39 $2,928 39% $1,7961W0113 PON 0 23 WS-TEE DI 0 0 0 1980 0 0 972.32 4693.05 40 0.39 $0 73% $01W0113-1W0114 PON 150 WS-PIPE PVC 0 0 0 1980 13 324 977.55 4689.24 75 235 $3,055 0.39 $1,182 39% $7251W0113-1W0115 PON 200 WS-PIPE PVC 0 0 0 1980 16 53 977.18 4699.42 75 290 $4,640 0.39 $1,795 39% $1,1011W0114 PON 0 23 WS-VALVE DI 0 0 0 1980 0 324 982.78 4685.43 40 300 4000 $4,000 0.39 $1,548 73% $4261W0115 PON 0 24 WS-REDUC DI 0 0 0 1980 0 142 982.05 4705.79 40 0.39 $0 73% $01W0115-1W0116 PON 300 WS-PIPE PVC 0 0 0 1980 5 53 983.56 4707.77 75 410 $2,050 0.39 $793 39% $4861W0116 PON 0 24 WS-TEE DI 0 0 0 1980 0 82 985.07 4709.75 40 0.39 $0 73% $01W0116-1W0117 PON 300 WS-PIPE PVC 0 0 0 1980 10.5 53 988.26 4713.92 75 410 $4,305 0.39 $1,666 39% $1,0221W0117 PON 0 24 WS-VALVE DI 0 0 0 1980 0 53 991.44 4718.09 40 300 4000 $4,000 0.39 $1,548 73% $4261W0117-1W0118 PON 300 WS-PIPE PVC 0 0 0 1980 39 54 1003 4733.83 75 410 $15,990 0.39 $6,186 39% $3,7941W0118 PON 0 24 WS-TEE DI 0 0 0 1980 0 0 1014.55 4749.56 40 0.39 $0 73% $01W0118-1W0119 PON 300 WS-PIPE PVC 0 0 0 1980 23 54 1019.89 4756.83 75 410 $9,430 0.39 $3,648 39% $2,2381W0119 PON 0 24 WS-TEE DI 0 0 0 1980 0 0 1027.22 4768.6 40 0.39 $0 73% $01W0119-1W0120 PON 300 WS-PIPE PVC 0 0 0 1980 21.4 66 1031.54 4778.4 75 410 $8,774 0.39 $3,394 39% $2,0821W0119-1W3001 VVDX 300 WS-PIPE PVC 0 0 0 1980 36.8 338 1044.26 4761.66 75 410 $15,088 0.39 $5,837 39% $3,5801W0120 PON 0 24 WS-TEE DI 0 0 0 1980 0 0 1035.87 4788.19 40 0.39 $0 73% $01W0120-1W0121 PON 300 WS-PIPE PVC 0 0 0 1980 12.2 66 1037.39 4791.63 75 410 $5,002 0.39 $1,935 39% $1,1871W0120-1W0901 VVD 200 WS-PIPE PVC 0 0 0 1980 13.7 336 1042.12 4785.38 75 290 $3,973 0.39 $1,537 39% $9431W0121 PON 0 24 WS-TEE DI 0 0 0 1980 0 0 1039.6 4799.67 40 0.39 $0 73% $01W0121-1W0122 PON 300 WS-PIPE PVC 0 0 0 1980 12.5 81 1040.54 4805.83 75 410 $5,125 0.39 $1,983 39% $1,2161W0121-1W1102 VVD 150 WS-PIPE PVC 0 0 0 1980 13.8 336 1043.01 4798.14 75 235 $3,243 0.39 $1,255 39% $7701W0122 PON 0 24 WS-VALVE DI 0 0 0 1980 0 82 1041.47 4811.99 40 300 4000 $4,000 0.39 $1,548 73% $4261W0122-1W0123 PON 300 WS-PIPE PVC 0 0 0 1980 53.1 81 1043.48 4825.24 75 410 $21,771 0.39 $8,423 39% $5,1661W0123 PON 0 24 WS-HYDRT DI 0 0 0 1980 0 91 1045.51 4864.82 50 7300 $7,300 0.39 $2,824 58% $1,1861W0123-1W0124 PON 300 WS-PIPE PVC 0 0 0 1980 81.9 90 1045.53 4895.84 75 410 $33,579 0.39 $12,991 39% $7,9681W0124 PON 0 24 WS-VALVE DI 0 0 0 1980 0 270 1037.56 4942.61 40 300 4000 $4,000 0.39 $1,548 73% $4261W0124-1W1501 PON 300 WS-PIPE PVC 0 0 0 1980 5 90 1037.56 4945.11 75 410 $2,050 0.39 $793 39% $4861W0201 PYR 0 24 WS-VALVE DI 0 0 0 1980 0 0 650.49 4530.49 40 150 2020 $2,020 0.39 $782 73% $2151W0201-1W0202 PYR 150 WS-PIPE PVC 0 0 0 1980 71.8 88 651.4 4563.27 75 235 $16,873 0.39 $6,528 39% $4,0041W0202 PYR 0 24 WS-TEE DI 0 0 0 1980 0 0 650.4 4601.99 40 0.39 $0 73% $0

0764-260-00 1 / 18 27/03/2009


Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20091W0202-1W0203 PYR 150 WS-PIPE PVC 0 0 0 1980 6.3 103 649.68 4605.06 75 235 $1,481 0.39 $573 39% $3511W0202-1W0301 HIC 150 WS-PIPE PVC 0 0 0 1980 10.5 17 655.4 4603.55 75 235 $2,468 0.39 $955 39% $5861W0203 PYR 0 24 WS-VALVE DI 0 0 0 1980 0 283 648.97 4608.13 40 150 2020 $2,020 0.39 $782 73% $2151W0203-1W0203A PYR 150 WS-PIPE PVC 0 0 0 1980 9.5 104 647.78 4612.77 75 235 $2,233 0.39 $864 39% $5301W0203A PYR 0 11 WS-HYDRT DI 0 0 0 1980 0 103 646.6 4617.42 50 7300 $7,300 0.39 $2,824 58% $1,1861W0203A-1W0204 PYR 150 WS-PIPE PVC 0 0 0 1980 129.7 105 629.58 4679.95 75 235 $30,480 0.39 $11,792 39% $7,2321W0204 PYR 0 24 WS-TEE DI 0 0 0 1980 0 0 612.57 4742.48 40 0.39 $0 73% $01W0204-1W0205 PYR 150 WS-PIPE PVC 0 0 0 1980 6 105 611.78 4745.38 75 235 $1,410 0.39 $546 39% $3351W0205 PYR 0 24 WS-VALVE DI 0 0 0 1980 0 284 611 4748.27 40 150 2020 $2,020 0.39 $782 73% $2151W0205-1W0206 PYR 150 WS-PIPE PVC 0 0 0 1980 87.6 74 612.02 4805.48 75 235 $20,586 0.39 $7,964 39% $4,8851W0206 PYR 0 24 WS-REDUC DI 0 0 0 1980 0 0 619.75 4832.92 40 0.39 $0 73% $01W0206-1W0207 PYR 150 WS-PIPE PVC 0 0 0 1980 3.3 72 620.26 4834.5 75 235 $776 0.39 $300 39% $1841W0207 PYR 0 24 WS-TEE DI 0 0 0 1980 0 0 620.76 4836.08 40 0.39 $0 73% $01W0207-1W0701 PYR 300 WS-PIPE PVC 0 0 0 1980 12.1 34 625.8 4839.44 75 410 $4,961 0.39 $1,919 39% $1,1771W0301 HIC 0 24 WS-VALVE DI 0 0 0 1980 0 15 660.4 4605.1 40 150 2020 $2,020 0.39 $782 73% $2151W0301-1W0301A HIC 150 WS-PIPE PVC 0 0 0 1980 93.7 16 680.89 4610.85 75 235 $22,020 0.39 $8,519 39% $5,2251W0301A HIC 0 24 WS-HYDRT DI 0 0 0 1980 0 22 750.79 4622.01 50 7300 $7,300 0.39 $2,824 58% $1,1861W0301A-1W0302 HIC 150 WS-PIPE PVC 0 0 0 1980 41.8 41 771.21 4636.26 75 235 $9,823 0.39 $3,800 39% $2,3311W0302 HIC 0 24 WS-TEE DI 0 0 0 1980 0 0 784.11 4647.32 40 0.39 $0 73% $01W0302-1W0303 HIC 150 WS-PIPE PVC 0 0 0 1980 12.1 41 788.72 4651.28 75 235 $2,844 0.39 $1,100 39% $6751W0303 HIC 0 24 WS-VALVE DI 0 0 0 1980 0 41 793.32 4655.24 40 150 2020 $2,020 0.39 $782 73% $2151W0303-1W0303A HIC 150 WS-PIPE PVC 0 0 0 1980 97.5 311 784.61 4683.78 75 235 $22,913 0.39 $8,864 39% $5,4371W0303A HIC 0 WS-HYDRT DI 0 0 0 1980 0 321 744.73 4726.22 50 7300 $7,300 0.39 $2,824 58% $1,1861W0303A-1W0304 HIC 150 WS-PIPE PVC 0 0 0 1980 2.5 322 743.77 4726.97 75 235 $588 0.39 $227 39% $1391W0304 HIC 0 24 WS-VALVE DI 0 0 0 1980 0 323 742.8 4727.72 40 150 2020 $2,020 0.39 $782 73% $2151W0304-1W0305 HIC 150 WS-PIPE PVC 0 0 0 1980 7.5 323 739.79 4729.95 75 235 $1,763 0.39 $682 39% $4181W0305 HIC 0 24 WS-TEE DI 0 0 0 1980 0 0 736.78 4732.18 40 0.39 $0 73% $01W0305-1W0306 HIC 150 WS-PIPE PVC 0 0 0 1980 114 326 719.61 4743.84 75 235 $26,790 0.39 $10,365 39% $6,3571W0306 HIC 0 24 WS-HYDRT DI 0 0 0 1980 0 15 631.39 4747.59 50 7300 $7,300 0.39 $2,824 58% $1,1861W0306-1W0307 HIC 150 WS-PIPE PVC 0 0 0 1980 7.4 15 627.77 4746.61 75 235 $1,739 0.39 $673 39% $4131W0307 HIC 0 24 WS-VALVE DI 0 0 0 1980 0 15 624.15 4745.63 40 150 2020 $2,020 0.39 $782 73% $2151W0307-1W0204 HIC 150 WS-PIPE PVC 0 0 0 1980 12 15 618.36 4744.05 75 235 $2,820 0.39 $1,091 39% $6691W0401 HIC 0 24 WS-PLUG DI 0 0 0 1980 0 126 813.31 4613.35 40 0.39 $0 73% $01W0401-1W0302 HIC 150 WS-PIPE PVC 0 0 0 1980 44.8 311 798.71 4630.34 75 235 $10,528 0.39 $4,073 39% $2,4981W0501 HIC 0 24 WS-PLUG DI 0 0 0 1980 0 50 719.47 4708.89 40 0.39 $0 73% $01W0501-1W0305 HIC 150 WS-PIPE PVC 0 0 0 1980 29.2 50 726.77 4717.67 75 235 $6,862 0.39 $2,655 39% $1,6281W0601 SYC 0 4 WS-CONCT 0 0 0 1980 0 0 487.34 4871.28 50 0.39 $0 58% $01W0601-1W0601A SYC 300 WS-PIPE PVC 0 0 0 1980 133.2 3 520.87 4872.85 75 410 $54,612 0.39 $21,128 39% $12,9591W0601A SYC 0 24 WS-HYDRT DI 0 0 0 1980 0 323 612.68 4844.78 50 7300 $7,300 0.39 $2,824 58% $1,1861W0601A-1W0602 SYC 300 WS-PIPE PVC 0 0 0 1980 7.9 316 615.42 4842.13 75 410 $3,239 0.39 $1,253 39% $7691W0602 SYC 0 24 WS-VALVE DI 0 0 0 1980 0 300 618.16 4839.49 40 300 4000 $4,000 0.39 $1,548 73% $4261W0602-1W0207 SYC 300 WS-PIPE PVC 0 0 0 1980 4.3 307 619.46 4837.79 75 410 $1,763 0.39 $682 39% $4181W0701 PYR 0 24 WS-VALVE DI 0 0 0 1980 0 34 630.83 4842.79 40 300 4000 $4,000 0.39 $1,548 73% $4261W0701-1W0702 PYR 300 WS-PIPE PVC 0 0 0 1980 24.2 34 640.9 4849.51 75 410 $9,922 0.39 $3,839 39% $2,3541W0702 PYR 0 24 WS-TEE DI 0 0 0 1980 0 0 650.97 4856.22 40 0.39 $0 73% $01W0702-1W0703 PYR 300 WS-PIPE PVC 0 0 0 1980 79.7 359 702.6 4871.03 75 410 $32,677 0.39 $12,642 39% $7,7541W0702-1W1001 PYR 50 WS-PIPE CU 0 0 0 1980 10.3 297 653.32 4851.63 50 100 $1,030 0.39 $398 58% $1671W0703 PYR 0 24 WS-HYDRT DI 0 0 0 1980 0 359 726.25 4870.5 40 7300 $7,300 0.39 $2,824 73% $7771W0703-1W0704 PYR 300 WS-PIPE PVC 0 0 0 1980 90.2 332 769.38 4850.39 75 410 $36,982 0.39 $14,308 39% $8,7751W0704 PYR 0 24 WS-VALVE DI 0 0 0 1980 0 332 806.36 4830.42 40 300 4000 $4,000 0.39 $1,548 73% $4261W0704-1W0705 PYR 300 WS-PIPE PVC 0 0 0 1980 6.2 332 808.97 4829.01 75 410 $2,542 0.39 $983 39% $6031W0705 PYR 0 24 WS-HYDRT DI 0 0 0 1980 0 332 811.58 4827.61 40 7300 $7,300 0.39 $2,824 73% $7771W0705-1W0706 PYR 300 WS-PIPE PVC 0 0 0 1980 115.4 332 843.7 4810.26 75 410 $47,314 0.39 $18,305 39% $11,2271W0706 PYR 0 24 WS-TEE DI 0 0 0 1980 0 0 909.9 4767.15 40 0.39 $0 73% $01W0706-1W0707 PYR 300 WS-PIPE PVC 0 0 0 1980 13.8 323 915.4 4762.95 75 410 $5,658 0.39 $2,189 39% $1,343

0764-260-00 2 / 18 27/03/2009


Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20091W0707 PYR 0 24 WS-VALVE DI 0 0 0 1980 0 323 920.89 4758.76 40 300 4000 $4,000 0.39 $1,548 73% $4261W0707-1W0708 PYR 300 WS-PIPE PVC 0 0 0 1980 3.4 323 922.09 4757.84 75 410 $1,394 0.39 $539 39% $3311W0708 PYR 0 24 WS-HYDRT DI 0 0 0 1980 0 323 923.28 4756.93 50 7300 $7,300 0.39 $2,824 58% $1,1861W0708-1W0709 PYR 300 WS-PIPE PVC 0 0 0 1980 68.4 323 950.64 4736.04 75 410 $28,044 0.39 $10,850 39% $6,6541W0709 PYR 0 24 WS-VALVE DI 0 0 0 1980 0 323 978 4715.15 40 300 4000 $4,000 0.39 $1,548 73% $4261W0709-1W0116 PYR 300 WS-PIPE PVC 0 0 0 1980 8.9 323 981.53 4712.45 75 410 $3,649 0.39 $1,412 39% $8661W0801 PYR 0 24 WS-PLUG DI 0 0 0 1980 0 53 885.62 4735.36 40 0.39 $0 73% $01W0801-1W0706 PYR 150 WS-PIPE PVC 0 0 0 1980 40 53 897.76 4751.25 75 235 $9,400 0.39 $3,637 39% $2,2301W0901 VVD 0 24 WS-VALVE DI 0 0 0 1982 0 336 1048.37 4782.56 40 200 2800 $2,800 0.48 $1,352 68% $4391W0901-1W0901A VVD 200 WS-PIPE PVC 0 0 0 1982 5 336 1050.65 4781.54 75 290 $1,450 0.48 $700 36% $4481W0901A VVD 0 27 WS-CONCT 0 0 0 1982 0 346 1052.94 4780.51 50 0.48 $0 54% $01W0901A-1W0902 VVD 200 WS-PIPE PVC 0 0 0 1982 56 346 1080.17 4773.83 75 290 $16,240 0.48 $7,839 36% $5,0171W0902 VVD 0 27 WS-TEE DI 0 0 0 1982 0 345 1107.4 4767.16 40 0.48 $0 68% $01W0902-1W0903 VVD 150 WS-PIPE PVC 0 0 0 1982 7 345 1110.78 4766.26 75 235 $1,645 0.48 $794 36% $5081W0903 VVD 0 27 WS-VALVE DI 0 0 0 1982 0 355 1114.16 4765.36 40 150 2020 $2,020 0.48 $975 68% $3171W0903-1W0904 VVD 150 WS-PIPE PVC 0 0 0 1982 42.3 355 1135.32 4763.41 75 235 $9,941 0.48 $4,799 36% $3,0711W0904 VVD 0 27 WS-TEE DI 0 0 0 1982 0 2 1156.48 4761.46 40 0.48 $0 68% $01W0904-1W0905 VVD 150 WS-PIPE PVC 0 0 0 1982 8 2 1160.48 4761.59 75 235 $1,880 0.48 $908 36% $5811W0904-1W1401 VVP 150 WS-PIPE PVC 0 0 0 1982 81.2 84 1152.31 4721.03 75 235 $19,082 0.48 $9,211 36% $5,8951W0905 VVD 0 27 WS-VALVE DI 0 0 0 1982 0 2 1164.48 4761.73 40 150 2020 $2,020 0.48 $975 68% $3171W0905-1W0906 VVD 150 WS-PIPE PVC 0 0 0 1982 21.5 2 1174.48 4762.06 75 235 $5,053 0.48 $2,439 36% $1,5611W0906 VVD 0 27 WS-HYDRT DI 0 0 0 1982 0 28 1185.81 4763.1 50 7300 $7,300 0.48 $3,524 54% $1,6211W0906-1W0907 VVD 150 WS-PIPE PVC 0 0 0 1982 77.8 48 1219.49 4789.52 75 235 $18,283 0.48 $8,826 36% $5,6481W0907 VVD 0 27 WS-HYDRT DI 0 0 0 1982 0 75 1237.39 4817.88 50 7300 $7,300 0.48 $3,524 54% $1,6211W0907-1W0908 VVD 150 WS-PIPE PVC 0 0 0 1982 63.5 92 1240.63 4856.57 75 235 $14,923 0.48 $7,203 36% $4,6101W0908 VVD 0 27 WS-VALVE DI 0 0 0 1982 0 92 1239.87 4880.81 40 150 2020 $2,020 0.48 $975 68% $3171W0908-1W0909 VVD 150 WS-PIPE PVC 0 0 0 1982 15.5 2 1234.7 4886.15 75 235 $3,643 0.48 $1,758 36% $1,1251W0909 VVD 0 27 WS-HYDRT DI 0 0 0 1982 0 182 1229.7 4886 50 7300 $7,300 0.48 $3,524 54% $1,6211W0909-1W0910 VVD 150 WS-PIPE PVC 0 0 0 1982 12.7 2 1223.35 4885.8 75 235 $2,985 0.48 $1,441 36% $9221W0910 VVD 0 27 WS-TEE DI 0 0 0 1982 0 182 1216.99 4885.6 40 0.48 $0 68% $01W0910-1W0911 VVD 150 WS-PIPE PVC 0 0 0 1982 75.4 2 1179.3 4884.42 75 235 $17,719 0.48 $8,553 36% $5,4741W0911 VVD 0 28 WS-VALVE DI 0 0 0 1982 0 182 1141.61 4883.25 40 150 2020 $2,020 0.48 $975 68% $3171W0911-1W0912 VVD 150 WS-PIPE PVC 0 0 0 1982 12.5 2 1135.37 4883.05 75 235 $2,938 0.48 $1,418 36% $9081W0912 VVD 0 28 WS-HYDRT DI 0 0 0 1982 0 182 1129.12 4882.86 50 7300 $7,300 0.48 $3,524 54% $1,6211W0912-1W0913 VVD 150 WS-PIPE PVC 0 0 0 1982 102.2 90 1119.1 4848.03 75 235 $24,017 0.48 $11,594 36% $7,4201W0913 VVD 0 28 WS-VALVE DI 0 0 0 1982 0 251 1115.29 4790.66 40 150 2020 $2,020 0.48 $975 68% $3171W0913-1W0914 VVD 150 WS-PIPE PVC 0 0 0 1982 7.5 71 1114.1 4787.11 75 235 $1,763 0.48 $851 36% $5451W0914 VVD 0 28 WS-HYDRT DI 0 0 0 1982 0 251 1112.9 4783.56 50 7300 $7,300 0.48 $3,524 54% $1,6211W0914-1W0902 VVD 150 WS-PIPE PVC 0 0 0 1982 17.3 71 1110.15 4775.36 75 235 $4,066 0.48 $1,963 36% $1,2561W1001 PYR 0 24 WS-VALVE DI 0 0 0 1980 0 297 655.67 4847.04 40 50 500 $500 0.39 $193 73% $531W1001-1W1002 PYR 50 WS-PIPE CU 0 0 0 1980 3 297 656.36 4845.7 50 100 $300 0.39 $116 58% $491W1002 PYR 0 24 WS-PLUG DI 0 0 0 1980 0 117 657.05 4844.35 40 0.39 $0 73% $01W1101 VVD 0 24 WS-PLUG DI 0 0 0 1982 0 156 1056.77 4791.94 40 0.48 $0 68% $01W1102 VVD 0 24 WS-VALVE DI 0 0 0 1982 0 336 1052.16 4794.02 40 150 2020 $2,020 0.48 $975 68% $3171W1102-1W1101 VVD 150 WS-PIPE PVC 0 0 0 1982 5 336 1054.46 4792.98 75 235 $1,175 0.48 $567 36% $3631W1201 SYC 0 24 WS-VALVE DI 0 0 0 1982 0 267 519.65 4528.63 40 200 2800 $2,800 0.48 $1,352 68% $4391W1201-1W1202 SYC 200 WS-PIPE PVC 0 0 0 1982 115.3 91 519.1 4563.39 75 290 $33,437 0.48 $16,141 36% $10,3301W1201-1W1303 SYC 200 WS-PIPE PVC 0 0 0 1982 7 91 519.7 4525.13 75 290 $2,030 0.48 $980 36% $6271W1202 SYC 0 24 WS-HYDRT DI 0 0 0 1982 0 95 512.52 4643.56 50 7300 $7,300 0.48 $3,524 54% $1,6211W1202-1W1203 SYC 150 WS-PIPE PVC 0 0 0 1982 2.9 98 512.34 4644.95 75 235 $682 0.48 $329 36% $2111W1203 SYC 0 WS-VALVE DI 0 0 0 1982 0 278 512.16 4646.33 40 200 2800 $2,800 0.48 $1,352 68% $4391W1203-1W1204 SYC 200 WS-PIPE PVC 0 0 0 1982 64.4 105 503.72 4682.61 75 290 $18,676 0.48 $9,015 36% $5,7701W1204 SYC 0 WS-PLUG DI 0 0 0 1982 0 286 496.63 4708.74 40 0.48 $0 68% $01W1301 PON 0 24 WS-PLUG DI 0 0 0 1980 0 329 457.59 4520.66 40 0.39 $0 73% $01W1301-1W1302 PON 200 WS-PIPE PVC 0 0 0 1980 6 1 460.59 4520.7 75 290 $1,740 0.39 $673 39% $413

0764-260-00 3 / 18 27/03/2009


Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20091W1302 PON 0 24 WS-VALVE DI 0 0 0 1980 0 0 463.59 4520.75 40 200 2800 $2,800 0.39 $1,083 73% $2981W1302-1W1303 PON 200 WS-PIPE PVC 0 0 0 1980 56.2 1 491.67 4521.19 75 290 $16,298 0.39 $6,305 39% $3,8671W1303 PON 0 WS-TEE DI 0 0 0 1980 0 0 519.76 4521.63 40 0.39 $0 73% $01W1303-1W1304 PON 200 WS-PIPE PVC 0 0 0 1980 17.6 1 528.58 4521.77 75 290 $5,104 0.39 $1,975 39% $1,2111W1304 PON 0 WS-HYDRT DI 0 0 0 1980 0 0 537.4 4521.91 50 7300 $7,300 0.39 $2,824 58% $1,1861W1304-1W1305 PON 200 WS-PIPE PVC 0 0 0 1980 70.6 1 572.7 4522.46 75 290 $20,474 0.39 $7,921 39% $4,8581W1401 VVP 0 26 WS-VALVE DI 0 0 0 1982 0 264 1148.14 4680.6 40 150 2020 $2,020 0.48 $975 68% $3171W1401-1W1402 VVP 150 WS-PIPE PVC 0 0 0 1982 3.5 84 1147.96 4678.86 75 235 $823 0.48 $397 36% $2541W1402 VVP 0 26 WS-PLUG DI 0 0 0 1982 0 84 1147.78 4677.12 40 0.48 $0 68% $01W1501 PON 0 1 WS-CONCT 0 0 0 1982 0 90 1037.56 4947.61 50 0.48 $0 54% $01W1501-1W1502 PON 300 WS-PIPE PVC 0 0 0 1982 212.2 86 1047.29 5118 75 410 $87,002 0.48 $41,998 36% $26,8791W1502 PON 0 1 WS-TEE DI 0 0 0 1982 0 86 1050.04 5158.1 40 0.48 $0 68% $01W1502-1W1503 PON 300 WS-PIPE PVC 0 0 0 1982 14 86 1050.52 5165.08 75 410 $5,740 0.48 $2,771 36% $1,7731W1502-1W1601 CYD 200 WS-PIPE PVC 0 0 0 1982 20 356 1060.02 5157.41 75 290 $5,800 0.48 $2,800 36% $1,7921W1503 PON 0 1 WS-VALVE DI 0 0 0 1982 0 86 1051 5172.06 40 300 4000 $4,000 0.48 $1,931 68% $6281W1503-1W1504 PON 300 WS-PIPE PVC 0 0 0 1982 261.7 102 1046.33 5283.88 75 410 $107,297 0.48 $51,795 36% $33,1491W1504 PON 0 1 WS-TEE DI 0 0 0 1982 0 0 985.29 5418.92 40 0.48 $0 68% $01W1504-1W1505 PON 300 WS-PIPE PVC 0 0 0 1982 7 302 983.45 5421.89 75 410 $2,870 0.48 $1,385 36% $8871W1505 PON 0 1 WS-VALVE DI 0 0 0 1982 0 122 981.61 5424.87 40 300 4000 $4,000 0.48 $1,931 68% $6281W1505-1W1506 PON 300 WS-PIPE PVC 0 0 0 1982 85 301 967.03 5448.71 75 410 $34,850 0.48 $16,823 36% $10,7671W1506 PON 0 200 WS-CONCT 0 0 0 1984 0 0 941.31 5499.43 50 0.53 $0 50% $01W1506-1W1507 PON 300 WS-PIPE PVC 0 0 0 1984 50.7 106 934.22 5523.78 75 410 $20,787 0.53 $11,076 33% $7,3841W1507 PON 0 200 WS-HYDRT DI 0 0 0 1984 0 105 927.14 5548.12 50 7300 $7,300 0.53 $3,890 50% $1,9451W1507-1W1508 PON 300 WS-PIPE PVC 0 0 0 1984 98.5 105 914.05 5595.59 75 410 $40,385 0.53 $21,519 33% $14,3461W1508 ARB 0 200 WS-TEE DI 0 0 0 1984 0 0 900.96 5643.05 40 0.53 $0 63% $01W1508-1W1509 PON 300 WS-PIPE PVC 0 0 0 1984 4.9 104 900.38 5645.46 75 410 $2,009 0.53 $1,070 33% $7141W1508-1W2703 ARB 300 WS-PIPE PVC 0 0 0 1984 4.3 13 903.07 5643.54 75 410 $1,763 0.53 $939 33% $6261W1509 ARB 0 200 WS-VALVE DI 0 0 0 1984 0 286 899.8 5647.86 40 300 4000 $4,000 0.53 $2,131 63% $7991W1509-1W1510 PON 300 WS-PIPE PVC 0 0 0 1984 8.5 106 898.61 5651.94 75 410 $3,485 0.53 $1,857 33% $1,2381W1510 ARB 0 200 WS-PLUG DI 0 0 0 1984 0 285 897.42 5656.02 40 0.53 $0 63% $01W1601 CYD 0 21 WS-VALVE DI 0 0 0 1984 0 356 1070 5156.73 40 200 2800 $2,800 0.53 $1,492 63% $5591W1601-1W1602 CYD 200 WS-PIPE PVC 0 0 0 1984 2.5 356 1071.24 5156.65 75 290 $725 0.53 $386 33% $2581W1602 CYD 0 21 WS-CONCT 0 0 0 1984 0 356 1072.49 5156.57 50 0.53 $0 50% $01W1602-1W1603 CYD 200 WS-PIPE PVC 0 0 0 1984 55.6 356 1100.22 5154.85 75 290 $16,124 0.53 $8,592 33% $5,7281W1603 CYD 0 21 WS-TEE DI 0 0 0 1984 0 0 1127.94 5153.13 40 0.53 $0 63% $01W1603-1W1604 CYD 200 WS-PIPE PVC 0 0 0 1984 13 356 1134.43 5152.73 75 290 $3,770 0.53 $2,009 33% $1,3391W1603-1W1801 WID 200 WS-PIPE PVC 0 0 0 1984 2 86 1128.01 5154.13 75 290 $580 0.53 $309 33% $2061W1604 CYD 0 21 WS-VALVE DI 0 0 0 1984 0 358 1140.92 5152.33 40 200 2800 $2,800 0.53 $1,492 63% $5591W1604-1W1605 CYD 200 WS-PIPE PVC 0 0 0 1984 49.9 358 1168.07 5151.27 75 290 $14,471 0.53 $7,711 33% $5,1401W1605 CYD 0 21 WS-HYDRT DI 0 0 0 1984 0 178 1190.74 5150.49 50 7300 $7,300 0.53 $3,890 50% $1,9451W1605-1W1606 CYD 200 WS-PIPE PVC 0 0 0 1984 32.3 358 1206.88 5149.93 75 290 $9,367 0.53 $4,991 33% $3,3271W1606 CYD 0 21 WS-TEE DI 0 0 0 1984 0 0 1223.02 5149.37 40 0.53 $0 63% $01W1606-1W1607 CYD 200 WS-PIPE PVC 0 0 0 1984 12.6 2 1230.73 5149.45 75 290 $3,654 0.53 $1,947 33% $1,2981W1607 CYD 0 21 WS-VALVE DI 0 0 0 1984 0 0 1235.6 5149.63 40 200 2800 $2,800 0.53 $1,492 63% $5591W1607-1W1608 CYD 200 WS-PIPE PVC 0 0 0 1984 68.9 2 1253.62 5150.28 75 290 $19,981 0.53 $10,647 33% $7,0981W1608 CYD 0 21 WS-HYDRT DI 0 0 0 1984 0 197 1303.12 5160.26 50 7300 $7,300 0.53 $3,890 50% $1,9451W1608-1W1609 CYD 200 WS-PIPE PVC 0 0 0 1984 3 17 1304.56 5160.69 75 290 $870 0.53 $464 33% $3091W1609 CYD 0 21 WS-VALVE DI 0 0 0 1984 0 17 1305.99 5161.12 40 200 2800 $2,800 0.53 $1,492 63% $5591W1609-1W1610 CYD 200 WS-PIPE PVC 0 0 0 1984 8.3 17 1309.98 5162.3 75 290 $2,407 0.53 $1,283 33% $8551W1610 CYD 0 21 WS-TEE DI 0 0 0 1984 0 0 1313.96 5163.48 40 0.53 $0 63% $01W1610-1W1611 CYD 200 WS-PIPE PVC 0 0 0 1984 47 43 1334.17 5179.26 75 290 $13,630 0.53 $7,263 33% $4,8421W1611 CYD 0 21 WS-HYDRT DI 0 0 0 1984 0 223 1349.39 5193.56 50 7300 $7,300 0.53 $3,890 50% $1,9451W1611-1W1612 CYD 200 WS-PIPE PVC 0 0 0 1984 22.7 58 1360.38 5206.01 75 290 $6,583 0.53 $3,508 33% $2,3381W1612 CYD 0 21 WS-VALVE DI 0 0 0 1984 0 58 1363.54 5211.11 40 200 2800 $2,800 0.53 $1,492 63% $5591W1612-1W1613 CYD 200 WS-PIPE PVC 0 0 0 1984 59.5 88 1374.72 5244.57 75 290 $17,255 0.53 $9,194 33% $6,129

0764-260-00 4 / 18 27/03/2009


Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20091W1613 CYD 0 23 WS-HYDRT DI 0 0 0 1984 0 298 1372.12 5266.76 50 7300 $7,300 0.53 $3,890 50% $1,9451W1613-1W1614 CYD 200 WS-PIPE PVC 0 0 0 1984 20.3 298 1367.37 5275.72 75 290 $5,887 0.53 $3,137 33% $2,0911W1614 CYD 0 23 WS-VALVE DI 0 0 0 1984 0 118 1362.62 5284.69 40 200 2800 $2,800 0.53 $1,492 63% $5591W1614-1W1615 CYD 200 WS-PIPE PVC 0 0 0 1984 78.6 313 1335.32 5316.09 75 290 $22,794 0.53 $12,146 33% $8,0971W1615 CYD 0 23 WS-HYDRT DI 0 0 0 1984 0 313 1310.31 5343.18 50 7300 $7,300 0.53 $3,890 50% $1,9451W1615-1W1616 CYD 200 WS-PIPE PVC 0 0 0 1984 3 313 1309.29 5344.28 75 290 $870 0.53 $464 33% $3091W1616 CYD 0 23 WS-VALVE DI 0 0 0 1984 0 133 1308.28 5345.39 40 200 2800 $2,800 0.53 $1,492 63% $5591W1616-1W1617 CYD 200 WS-PIPE PVC 0 0 0 1984 106.7 296 1294.72 5371.28 75 290 $30,943 0.53 $16,488 33% $10,9921W1617 CYD 0 23 WS-HYDRT DI 0 0 0 1984 0 292 1263.91 5442.19 50 7300 $7,300 0.53 $3,890 50% $1,9451W1617-1W1618 CYD 200 WS-PIPE PVC 0 0 0 1984 6 292 1262.78 5444.97 75 290 $1,740 0.53 $927 33% $6181W1618 CYD 0 22 WS-VALVE DI 0 0 0 1984 0 112 1261.64 5447.75 40 200 2800 $2,800 0.53 $1,492 63% $5591W1618-1W1619 CYD 200 WS-PIPE PVC 0 0 0 1984 89.7 323 1228.36 5483.9 75 290 $26,013 0.53 $13,861 33% $9,2411W1619 CYD 0 22 WS-HYDRT DI 0 0 0 1984 0 340 1193.39 5502.29 50 7300 $7,300 0.53 $3,890 50% $1,9451W1619-1W1620 CYD 200 WS-PIPE PVC 0 0 0 1984 6.5 340 1190.34 5503.41 75 290 $1,885 0.53 $1,004 33% $6701W1620 CYD 0 22 WS-VALVE DI 0 0 0 1984 0 160 1187.29 5504.53 40 200 2800 $2,800 0.53 $1,492 63% $5591W1620-1W1621 CYD 200 WS-PIPE PVC 0 0 0 1984 3.5 340 1185.65 5505.13 75 290 $1,015 0.53 $541 33% $3611W1621 CYD 0 22 WS-TEE DI 0 0 0 1984 0 0 1184 5505.74 40 0.53 $0 63% $01W1621-1W1622 CYD 200 WS-PIPE PVC 0 0 0 1984 77.1 1 1160.43 5505.75 75 290 $22,359 0.53 $11,914 33% $7,9431W1622 CYD 0 22 WS-HYDRT DI 0 0 0 1984 2 19 1108.68 5495.18 50 7300 $7,300 0.53 $3,890 50% $1,9451W1622-1W1623 CYD 200 WS-PIPE PVC 0 0 0 1984 54 32 1085.71 5480.99 75 290 $15,660 0.53 $8,344 33% $5,5631W1623 CYD 0 22 WS-VALVE DI 0 0 0 1984 0 212 1062.75 5466.79 40 200 2800 $2,800 0.53 $1,492 63% $5591W1623-1W1624 CYD 200 WS-PIPE PVC 0 0 0 1984 13 32 1057.22 5463.38 75 290 $3,770 0.53 $2,009 33% $1,3391W1624 CYD 0 22 WS-TEE DI 0 0 0 1984 0 0 1051.69 5459.96 40 0.53 $0 63% $01W1624-1W1625 CYD 200 WS-PIPE PVC 0 0 0 1984 11.5 32 1046.8 5456.93 75 290 $3,335 0.53 $1,777 33% $1,1851W1625 CYD 0 22 WS-HYDRT DI 0 0 0 1984 0 32 1041.91 5453.91 50 7300 $7,300 0.53 $3,890 50% $1,9451W1625-1W1626 CYD 200 WS-PIPE PVC 0 0 0 1984 44.1 32 1023.17 5442.33 75 290 $12,789 0.53 $6,815 33% $4,5431W1626 CYD 0 22 WS-CONCT 0 0 0 1984 0 32 1004.43 5430.75 50 0.53 $0 50% $01W1626-1W1627 CYD 200 WS-PIPE PVC 0 0 0 1984 2.5 32 1003.37 5430.09 75 290 $725 0.53 $386 33% $2581W1627 CYD 0 22 WS-VALVE DI 0 0 0 1984 0 212 1002.3 5429.43 40 200 2800 $2,800 0.53 $1,492 63% $5591W1627-1W1504 CYD 200 WS-PIPE PVC 0 0 0 1984 20 32 993.8 5424.18 75 290 $5,800 0.53 $3,090 33% $2,0601W1701 CYP 0 20 WS-PLUG DI 0 0 0 1984 0 311 1143.6 5615.85 40 0.53 $0 63% $01W1701-1W1702 CYP 150 WS-PIPE PVC 0 0 0 1984 29.3 311 1153.11 5604.71 75 235 $6,886 0.53 $3,669 33% $2,4461W1702 CYP 0 20 WS-HYDRT DI 0 0 0 1984 0 311 1162.62 5593.57 50 7300 $7,300 0.53 $3,890 50% $1,9451W1702-1W1703 CYP 150 WS-PIPE PVC 0 0 0 1984 87.8 109 1180.29 5562.39 75 235 $20,633 0.53 $10,994 33% $7,3291W1703 CYP 0 20 WS-VALVE DI 0 0 0 1984 0 269 1185.64 5512.08 40 150 2020 $2,020 0.53 $1,076 63% $4041W1703-1W1621 CYP 150 WS-PIPE PVC 0 0 0 1984 6.6 70 1184.8 5507.91 75 235 $1,551 0.53 $826 33% $5511W1801 WID 0 24 WS-VALVE DI 0 0 0 1982 0 86 1128.08 5155.13 40 200 2800 $2,800 0.48 $1,352 68% $4391W1801-1W1802 WID 200 WS-PIPE PVC 0 0 0 1982 65.3 96 1128.36 5201.21 75 290 $18,937 0.48 $9,141 36% $5,8501W1802 WID 0 24 WS-HYDRT DI 0 0 0 1982 0 100 1126.03 5220.16 50 7300 $7,300 0.48 $3,524 54% $1,6211W1802-1W1803 WID 200 WS-PIPE PVC 0 0 0 1982 62 100 1120.86 5250.74 75 290 $17,980 0.48 $8,679 36% $5,5551W1803 WID 0 24 WS-VALVE DI 0 0 0 1982 0 100 1115.69 5281.33 40 200 2800 $2,800 0.48 $1,352 68% $4391W1803-1W1804 WID 200 WS-PIPE PVC 0 0 0 1982 2 100 1115.52 5282.31 75 290 $580 0.48 $280 36% $1791W1804 WID 0 24 WS-TEE DI 0 0 0 1982 0 0 1115.35 5283.3 40 0.48 $0 68% $01W1804-1W1805 WID 200 WS-PIPE PVC 0 0 0 1982 51.4 105 1108.61 5309.9 75 290 $14,906 0.48 $7,195 36% $4,6051W1805 WID 0 24 WS-HYDRT DI 0 0 0 1982 0 105 1102.46 5333.01 50 7300 $7,300 0.48 $3,524 54% $1,6211W1805-1W1806 WID 200 WS-PIPE PVC 0 0 0 1982 38.6 105 1097.49 5351.66 75 290 $11,194 0.48 $5,404 36% $3,4581W1806 WID 0 24 WS-VALVE DI 0 0 0 1982 0 105 1092.53 5370.3 40 200 2800 $2,800 0.48 $1,352 68% $4391W1806-1W1807 WID 200 WS-PIPE PVC 0 0 0 1982 2 105 1092.27 5371.27 75 290 $580 0.48 $280 36% $1791W1807 WID 0 24 WS-TEE DI 0 0 0 1982 0 0 1092.01 5372.25 40 0.48 $0 68% $01W1807-1W1808 WID 200 WS-PIPE PVC 0 0 0 1982 94.7 108 1083.68 5397.89 75 290 $27,463 0.48 $13,257 36% $8,4841W1808 WID 0 24 WS-VALVE DI 0 0 0 1982 0 122 1053 5457.83 40 200 2800 $2,800 0.48 $1,352 68% $4391W1808-1W1624 WID 200 WS-PIPE PVC 0 0 0 1982 2.5 302 1052.35 5458.89 75 290 $725 0.48 $350 36% $2241W1901 WOO 0 25 WS-PLUG DI 0 0 0 1982 0 271 1221.14 5245.59 40 0.48 $0 68% $01W1901-1W1902 WOO 150 WS-PIPE PVC 0 0 0 1982 27.5 91 1221.34 5234.78 75 235 $6,463 0.48 $3,120 36% $1,9971W1902 WOO 0 25 WS-HYDRT DI 0 0 0 1982 0 271 1227.43 5223.97 50 7300 $7,300 0.48 $3,524 54% $1,621

0764-260-00 5 / 18 27/03/2009


Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20091W1902-1W1903 WOO 150 WS-PIPE PVC 0 0 0 1982 78.5 91 1222.27 5187.67 75 235 $18,448 0.48 $8,905 36% $5,6991W1903 WOO 0 25 WS-VALVE DI 0 0 0 1982 0 271 1222.98 5151.38 40 150 2020 $2,020 0.48 $975 68% $3171W1903-1W1606 WOO 150 WS-PIPE PVC 0 0 0 1982 2 91 1223 5150.38 75 235 $470 0.48 $227 36% $1451W2001 BRI 0 25 WS-PLUG DI 0 0 0 1982 0 201 1187.76 5311.36 40 0.48 $0 68% $01W2001-1W2002 BRI 150 WS-PIPE PVC 0 0 0 1982 30.5 21 1176.39 5306.89 75 235 $7,168 0.48 $3,460 36% $2,2141W2002 BRI 0 25 WS-HYDRT DI 0 0 0 1982 0 21 1162.6 5307.96 50 7300 $7,300 0.48 $3,524 54% $1,6211W2002-1W2003 BRI 150 WS-PIPE PVC 0 0 0 1982 57.3 21 1141.18 5293.23 75 235 $13,466 0.48 $6,500 36% $4,1601W2003 BRI 0 25 WS-VALVE DI 0 0 0 1982 0 201 1117.26 5284.04 40 150 2020 $2,020 0.48 $975 68% $3171W2003-1W1804 BRI 150 WS-PIPE PVC 0 0 0 1982 2 21 1116.3 5283.67 75 235 $470 0.48 $227 36% $1451W2101 BIR 0 25 WS-PLUG DI 0 0 0 1982 0 203 1143.7 5394.27 40 0.48 $0 68% $01W2101-1W2102 BIR 150 WS-PIPE PVC 0 0 0 1982 28.7 23 1133.28 5389.91 75 235 $6,745 0.48 $3,256 36% $2,0841W2102 BIR 0 25 WS-HYDRT DI 0 0 0 1982 0 23 1120.51 5391.15 50 7300 $7,300 0.48 $3,524 54% $1,6211W2102-1W2103 BIR 150 WS-PIPE PVC 0 0 0 1982 37.6 23 1108.37 5379.3 75 235 $8,836 0.48 $4,265 36% $2,7301W2103 BIR 0 25 WS-VALVE DI 0 0 0 1982 0 203 1093.87 5373.04 40 150 2020 $2,020 0.48 $975 68% $3171W2103-1W1807 BIR 150 WS-PIPE PVC 0 0 0 1982 2 23 1092.94 5372.65 75 235 $470 0.48 $227 36% $1451W2201 SYC 0 4 WS-VALVE DI 0 0 0 1984 0 0 486.47 4871.27 40 300 4000 $4,000 0.53 $2,131 63% $7991W2201-1W0601 SYC 300 WS-PIPE PVC 0 0 0 1984 1 1 486.9 4871.27 75 410 $410 0.53 $218 33% $1461W2201-1W2202 SYC 300 WS-PIPE PVC 0 0 0 1984 1.4 2 485.77 4871.24 75 410 $574 0.53 $306 33% $2041W2202 SYC 0 4 WS-HYDRT DI 0 0 0 1984 0 0 485.07 4871.22 50 7300 $7,300 0.53 $3,890 50% $1,9451W2202-1W2203 SYC 300 WS-PIPE PVC 0 0 0 1984 12 2 479.07 4871.04 75 410 $4,920 0.53 $2,622 33% $1,7481W2203 SYC 0 4 WS-TEE DI 0 0 0 1984 0 0 473.07 4870.85 40 0.53 $0 63% $01W2203-1W2204 SYC 200 WS-PIPE PVC 0 0 0 1984 12 92 473.26 4864.85 75 290 $3,480 0.53 $1,854 33% $1,2361W2203-1W2302 SYC 300 WS-PIPE PVC 0 0 0 1984 81.3 2 432.46 4869.58 75 410 $33,333 0.53 $17,761 33% $11,8411W2204 SYC 0 4 WS-VALVE DI 0 0 0 1984 0 92 473.45 4858.85 40 200 2800 $2,800 0.53 $1,492 63% $5591W2204-1W2205 SYC 200 WS-PIPE PVC 0 0 0 1984 3 92 473.49 4857.36 75 290 $870 0.53 $464 33% $3091W2205 SYC 0 4 WS-PLUG DI 0 0 0 1984 0 92 473.54 4855.86 40 0.53 $0 63% $01W2301 PIN 0 4 WS-PLUG DI 0 0 0 1984 0 84 391.52 4865.3 40 0.53 $0 63% $01W2301-1W2302 PIN 300 WS-PIPE DI 0 0 0 1984 3 84 391.69 4866.81 40 410 $1,230 0.53 $655 63% $2461W2302 PIN 0 4 WS-TEE DI 0 0 0 1984 0 0 391.85 4868.31 40 0.53 $0 63% $01W2302-1W2303 PIN 300 WS-PIPE DI 0 0 0 1984 6.5 84 392.21 4871.54 40 410 $2,665 0.53 $1,420 63% $5331W2303 PIN 0 4 WS-VALVE DI 0 0 0 1984 0 84 392.57 4874.77 40 300 4000 $4,000 0.53 $2,131 63% $7991W2303-1W2304 PIN 300 WS-PIPE DI 0 0 0 1984 126.4 85 395.46 4903.33 40 410 $51,824 0.53 $27,614 63% $10,3551W2304 PIN 0 4 WS-TEE DI 0 0 0 1984 0 0 397.8 5000.97 40 0.53 $0 63% $01W2304-1W2305 PIN 300 WS-PIPE PVC 0 0 0 1984 5 92 397.72 5003.47 75 410 $2,050 0.53 $1,092 33% $7281W2305 PIN 0 WS-VALVE DI 0 0 0 1984 0 92 397.64 5005.97 40 300 4000 $4,000 0.53 $2,131 63% $7991W2305-1W2306 PIN 300 WS-PIPE PVC 0 0 0 1984 96 92 396.14 5053.95 75 410 $39,360 0.53 $20,973 33% $13,9821W2306 PIN 0 4 WS-TEE DI 0 0 0 1984 0 0 394.65 5101.92 40 0.53 $0 63% $01W2306-1W2307 PIN 300 WS-PIPE PVC 0 0 0 1984 5 92 394.57 5104.42 75 410 $2,050 0.53 $1,092 33% $7281W2307 PIN 0 4 WS-PLUG DI 0 0 0 1984 0 272 394.49 5106.92 40 0.53 $0 63% $01W2308 PIN 0 4 WS-VALVE DI 0 0 0 1984 0 0 390.05 5101.78 40 150 2020 $2,020 0.53 $1,076 63% $4041W2308-1W2306 PIN 150 WS-PIPE PVC 0 0 0 1984 4.6 2 392.35 5101.85 75 235 $1,081 0.53 $576 33% $3841W2309 PIN 0 4 WS-PLUG DI 0 0 0 1984 0 0 384.65 5101.61 40 0.53 $0 63% $01W2309-1W2308 PIN 150 WS-PIPE PVC 0 0 0 1984 5.4 2 387.35 5101.7 75 235 $1,269 0.53 $676 33% $4511W2401 PIN 0 4 WS-PLUG DI 0 0 0 1984 0 0 140.09 4992.93 40 0.53 $0 63% $01W2401-1W2402 PIN 300 WS-PIPE DI 0 0 0 1984 255 2 267.55 4996.91 40 410 $104,550 0.53 $55,709 63% $20,8911W2402 PIN 0 4 WS-VALVE DI 0 0 0 1984 0 0 395 5000.89 40 300 4000 $4,000 0.53 $2,131 63% $7991W2402-1W2304 PIN 300 WS-PIPE DI 0 0 0 1984 2.8 2 396.4 5000.93 40 410 $1,148 0.53 $612 63% $2291W2501 MAT 0 216 WS-VALVE DI 0 0 0 1979 0 307 1124.64 4544.72 40 350 4500 $4,500 0.35 $1,583 75% $3961W2501-1W2502 MAT 350 WS-PIPE PVC 0 0 0 1979 1.4 301 1125.01 4544.11 75 500 $700 0.35 $246 40% $1481W2502 MAT 0 216 WS-CONCT 0 0 0 1979 0 99 1125.38 4543.5 50 0.35 $0 60% $01W2502-1W2503 MAT 350 WS-PIPE PVC 0 0 0 1979 1.9 312 1125.74 4543.09 75 500 $950 0.35 $334 40% $2001W2503 MAT 0 216 WS-TEE DI 0 0 0 1979 0 18 1126.1 4542.69 40 0.35 $0 75% $01W2503-1W2504 MAT 350 WS-PIPE PVC 0 0 0 1979 101.2 45 1098.78 4515.77 75 500 $50,600 0.35 $17,797 40% $10,6781W2503A MAT 0 216 WS-VALVE DI 0 0 0 1979 0 47 1127.18 4544.22 40 350 4500 $4,500 0.35 $1,583 75% $3961W2503A-1W2503 MAT 350 WS-PIPE PVC 0 0 0 1979 1.9 55 1126.64 4543.45 75 500 $950 0.35 $334 40% $200

0764-260-00 6 / 18 27/03/2009


Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20091W2504 MAT 0 216 WS-TEE DI 0 0 0 1979 0 47 1059.13 4467.68 40 0.35 $0 75% $01W2504-1W2506 MAT 350 WS-PIPE PVC 0 0 0 1979 211.8 60 1022.8 4405.27 75 500 $105,900 0.35 $37,246 40% $22,3481W2504-2W5001 MATX 300 WS-PIPE PVC 0 0 0 1979 11.1 0 1065.21 4467.01 75 410 $4,551 0.35 $1,601 40% $9601W2505 MAT 0 216 WS-PLUG DI 0 0 0 1979 0 230 1130.66 4548.2 40 0.35 $0 75% $01W2505-1W2503A MAT 350 WS-PIPE PVC 0 0 0 1979 5.3 49 1128.92 4546.21 75 500 $2,650 0.35 $932 40% $5591W2506 MAT 0 216 WS-VALVE DI 0 0 0 1979 0 77 959.64 4281.04 40 350 4500 $4,500 0.35 $1,583 75% $3961W2506-1W2507 MAT 350 WS-PIPE PVC 0 0 0 1979 3.9 86 959.51 4279.11 75 500 $1,950 0.35 $686 40% $4121W2507 MAT 0 216 WS-TEE DI 0 0 0 1979 0 0 959.38 4277.19 40 0.35 $0 75% $01W2507-1W2508 to Well #1 350 WS-PIPE PVC 0 0 0 1979 365.5 28 866.51 4073.2 75 500 $182,750 0.35 $64,275 40% $38,5651W2508 to Well #1 0 216 WS-VALVE DI 0 0 0 1979 0 301 778.47 4092 40 350 4500 $4,500 0.35 $1,583 75% $3961W2508-1W2509 to Well #1 350 WS-PIPE PVC 0 0 0 1979 2.9 302 777.7 4093.23 75 500 $1,450 0.35 $510 40% $3061W2509 to Well #1 0 216 WS-CONCT 0 0 0 1979 0 0 776.93 4094.47 50 0.35 $0 60% $01W2601 MAT 0 216 WS-PLUG DI 0 0 0 1979 0 351 951.84 4278.45 40 0.35 $0 75% $01W2601-1W2602 MAT 150 WS-PIPE PVC 0 0 0 1979 4.8 345 954.17 4277.82 75 235 $1,128 0.35 $397 40% $2381W2602 MAT 0 216 WS-VALVE DI 0 0 0 1979 0 350 956.5 4277.19 40 150 2020 $2,020 0.35 $710 75% $1781W2602-1W2507 MAT 150 WS-PIPE PVC 0 0 0 1979 2.9 0 957.94 4277.19 75 235 $682 0.35 $240 40% $1441W2701 ARB 0 200 WS-PLUG DI 0 0 0 1984 0 16 890.72 5639.81 40 0.53 $0 63% $01W2701-1W2702 ARB 300 WS-PIPE PVC 0 0 0 1984 7.1 16 894.14 5640.76 75 410 $2,911 0.53 $1,551 33% $1,0341W2702 ARB 0 200 WS-VALVE DI 0 0 0 1984 0 16 897.56 5641.71 40 300 4000 $4,000 0.53 $2,131 63% $7991W2702-1W1508 ARB 300 WS-PIPE PVC 0 0 0 1984 3.6 22 899.26 5642.38 75 410 $1,476 0.53 $786 33% $5241W2703 ARB 0 200 WS-VALVE DI 0 0 0 1984 0 18 905.18 5644.02 40 300 4000 $4,000 0.53 $2,131 63% $7991W2703-1W2704 PON 300 WS-PIPE PVC 0 0 0 1984 7.1 19 908.57 5645.15 75 410 $2,911 0.53 $1,551 33% $1,0341W2704 ARB 0 200 WS-PLUG DI 0 0 0 1984 0 197 911.95 5646.29 40 0.53 $0 63% $01W2801 PON 0 24 WS-PLUG DI 0 0 0 1982 0 322 908.41 4619.21 40 0.48 $0 68% $01W2801-1W2802 PON 50 WS-PIPE PVC 0 0 0 1982 3 336 909.78 4618.58 75 100 $300 0.48 $145 36% $931W2802 PON 0 24 WS-VALVE DI 0 0 0 1982 0 325 911.15 4617.96 40 50 500 $500 0.48 $241 68% $781W2802-1W0109 PON 50 WS-PIPE PVC 0 0 0 1982 7.1 337 914.41 4616.61 75 100 $710 0.48 $343 36% $2191W2901 PON 0 24 WS-PLUG DI 0 0 0 1982 0 315 1007.82 4756.02 40 0.48 $0 68% $01W2901-1W2902 PON 50 WS-PIPE PVC 0 0 0 1982 3 323 1009.01 4755.11 75 100 $300 0.48 $145 36% $931W2902 PON 0 24 WS-VALVE DI 0 0 0 1982 0 321 1010.2 4754.2 40 50 500 $500 0.48 $241 68% $781W2902-1W0118 PON 50 WS-PIPE PVC 0 0 0 1982 6.4 313 1012.38 4751.88 75 100 $640 0.48 $309 36% $1981W3001 VVDX 0 WS-CONCT 0 0 0 1979 0 0 1061.3 4754.71 50 0.35 $0 60% $01W3001-1W3002 VVDX 300 WS-PIPE PVC 0 0 0 1979 2.9 337 1062.62 4754.16 75 410 $1,189 0.35 $418 40% $2511W3002 VVDX 0 24 WS-VALVE DI 0 0 0 1979 0 338 1063.95 4753.61 40 350 4500 $4,500 0.35 $1,583 75% $3961W3002-1W2501 MATX 350 WS-PIPE PVC 0 0 0 1979 220.9 99 1074.8 4686.35 75 500 $110,450 0.35 $38,846 40% $23,3081W3101 CYD 0 WS-PLUG DI 0 0 0 1981 0 89 1127.74 5143.39 40 0.44 $0 70% $01W3101-1W3102 CYD 150 WS-PIPE PVC 0 0 0 1981 7.4 90 1127.76 5147.1 75 235 $1,739 0.44 $757 37% $4741W3102 CYD 0 WS-VALVE DI 0 0 0 1981 0 90 1127.79 5150.81 40 200 2800 $2,800 0.44 $1,219 70% $3661W3102-1W1603 CYD 200 WS-PIPE PVC 0 0 0 1981 2.3 86 1127.87 5151.97 75 290 $667 0.44 $290 37% $1821W3201 PON 0 WS-VALVE DI 0 0 0 1980 0 329 943.55 4632.28 40 150 2020 $0 0.39 $0 73% $01W3201-1W0110 PON 150 WS-PIPE PVC 0 0 0 1980 13 326 938.14 4635.87 75 235 $3,055 0.39 $1,182 39% $7251W3301 VVD 0 201 WS-VALVE DI 0 0 0 1982 0 92 1216.69 4889.7 40 150 2020 $2,020 0.48 $975 68% $3171W3301-1W0910 VVD 150 WS-PIPE PVC 0 0 0 1982 4.1 94 1216.84 4887.65 75 235 $964 0.48 $465 36% $2981W3301-1W3302 VVD 150 WS-PIPE PVC 0 0 0 1982 44.5 92 1216.09 4911.93 75 235 $10,458 0.48 $5,048 36% $3,2311W3302 VVDX 0 27 WS-PLUG DI 0 0 0 1982 0 272 1215.48 4934.16 40 0.48 $0 68% $01W3401 CYD 0 21 WS-VALVE DI 0 0 0 2006 0 299 1316.18 5157.53 40 150 2020 $2,020 0.96 $1,938 8% $1,7921W3401-1W1610 CYD 150 WS-PIPE PVC 0 0 0 2006 6.4 107 1314.58 5161.38 75 235 $1,504 0.96 $1,443 4% $1,3851W3401-1W3402 CYDX 150 WS-PIPE PVC 0 0 0 2006 15 299 1319.83 5150.98 75 235 $3,525 0.96 $3,381 4% $3,2461W3402 CYD 0 21 WS-PLUG DI 0 0 0 2006 0 119 1323.48 5144.43 40 0.96 $0 8% $02W5001 MATX 0 143 WS-VALVE DI 0 0 0 1985 0 0 1070.08 4467.03 40 300 4000 $4,000 0.55 $2,216 60% $8862W5001-2W5002 MATX 300 WS-PIPE PVC 0 0 0 1985 1.4 3 1070.78 4467.07 75 410 $574 0.55 $318 32% $2162W5002 MATX 0 143 WS-HYDRT DI 0 0 0 1985 0 0 1071.48 4467.1 50 7300 $7,300 0.55 $4,044 48% $2,1032W5002-2W5003 RIV 300 WS-PIPE PVC 0 0 0 1985 158.2 0 1150.6 4467.41 75 410 $64,862 0.55 $35,930 32% $24,4322W5003 RIV 0 501 WS-REDUC DI 0 0 0 1985 0 331 1229.72 4467.72 40 0.55 $0 60% $02W5003-2W5004 RIV 406 WS-PIPE Steel 0 0 0 1985 106.9 0 1283.16 4467.95 50 600 $64,140 0.55 $35,530 48% $18,476

0764-260-00 7 / 18 27/03/2009


Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20092W5004 RIV 0 501 WS-REDUC DI 0 0 0 1985 0 315 1336.61 4468.19 40 0.55 $0 60% $02W5004-2W5005 RIV 300 WS-PIPE PVC 0 0 0 1985 186.3 359 1429.73 4466.3 75 410 $76,383 0.55 $42,312 32% $28,7722W5005 RIV 0 501 WS-TEE DI 0 0 0 1985 0 0 1522.84 4464.41 40 0.55 $0 60% $02W5005-2W5006 RIV 300 WS-PIPE PVC 0 0 0 1985 1 0 1523.34 4464.41 75 410 $410 0.55 $227 32% $1542W5005-2W5007 RIV 150 WS-PIPE PVC 0 0 0 1985 2 90 1522.84 4465.16 75 235 $470 0.55 $260 32% $1772W5006 RIV 0 501 WS-VALVE DI 0 0 0 1985 0 0 1523.84 4464.41 40 300 4000 $4,000 0.55 $2,216 60% $8862W5006-2W5009 H43 300 WS-PIPE PVC 0 0 0 1985 189.9 346 1655.68 4449.57 75 410 $77,859 0.55 $43,129 32% $29,3282W5007 RIV 0 501 WS-VALVE DI 0 0 0 1985 0 90 1522.84 4465.91 40 150 2020 $2,020 0.55 $1,119 60% $4482W5007-2W5008 RIV 150 WS-PIPE PVC 0 0 0 1985 4 88 1522.9 4467.92 75 235 $940 0.55 $521 32% $3542W5008 RIVX 0 146 WS-PLUG DI 0 0 0 1985 0 269 1522.97 4469.93 40 0.55 $0 60% $02W5009 H43 0 502 WS-HYDRT DI 0 0 0 1985 0 167 1705.76 4432.8 50 7300 $7,300 0.55 $4,044 48% $2,1032W5009-2W5010 MIC 300 WS-PIPE PVC 0 0 0 1985 29.3 346 1719.07 4433.19 75 410 $12,013 0.55 $6,655 32% $4,5252W5010 MIC 0 502 WS-VALVE DI 0 0 0 1985 0 345 1731.46 4429.99 40 300 4000 $4,000 0.55 $2,216 60% $8862W5010-2W5011 MIC 300 WS-PIPE PVC 0 0 0 1985 5.1 346 1733.91 4429.35 75 410 $2,091 0.55 $1,158 32% $7882W5011 MIC 0 502 WS-TEE DI 0 0 0 1985 0 321 1736.36 4428.72 40 0.55 $0 60% $02W5011-2W5012 MIC 300 WS-PIPE PVC 0 0 0 1985 1 346 1736.91 4428.58 75 410 $410 0.55 $227 32% $1542W5011-2W5014 MIC 300 WS-PIPE PVC 0 0 0 1985 1 297 1736.73 4428.01 75 410 $410 0.55 $227 32% $1542W5012 MIC 0 502 WS-VALVE DI 0 0 0 1985 0 347 1737.47 4428.43 40 300 4000 $4,000 0.55 $2,216 60% $8862W5012-2W5013 MIC 300 WS-PIPE PVC 0 0 0 1985 3.7 346 1739.28 4427.99 75 410 $1,517 0.55 $840 32% $5712W5013 MIC 0 502 WS-PLUG DI 0 0 0 1985 0 166 1741.09 4427.55 40 0.55 $0 60% $02W5014 H43 0 502 WS-VALVE DI 0 0 0 1985 0 298 1737.1 4427.29 40 300 4000 $4,000 0.55 $2,216 60% $8862W5014-2W5015 RIV 300 WS-PIPE PVC 0 0 0 1985 657 95 1769.98 4018.21 75 410 $269,370 0.55 $149,216 32% $101,4672W5015 RIV 0 507 WS-REDUC DI 0 0 0 1985 0 33 1790.58 3780.93 40 0.55 $0 60% $02W5015-2W5016 RIV 406 WS-PIPE PVC 0 0 0 1985 107.2 95 1795.22 3727.54 75 600 $64,320 0.55 $35,630 32% $24,2282W5016 RIV 0 507 WS-REDUC DI 0 0 0 1985 0 62 1799.85 3674.15 40 0.55 $0 60% $02W5016-2W5017 RIV 300 WS-PIPE PVC 0 0 0 1985 45.9 95 1801.84 3651.3 75 410 $18,819 0.55 $10,425 32% $7,0892W5017 RIV 0 504 WS-VALVE DI 0 0 0 1985 0 95 1803.82 3628.46 40 300 4000 $4,000 0.55 $2,216 60% $8862W5017-2W5018 RIV 300 WS-PIPE PVC 0 0 0 1985 56 95 1806.24 3600.58 75 410 $22,960 0.55 $12,719 32% $8,6492W5018 RIV 0 504 WS-VALVE DI 0 0 0 1985 0 95 1808.67 3572.69 40 300 4000 $4,000 0.55 $2,216 60% $8862W5018-2W5019 RIV 300 WS-PIPE PVC 0 0 0 1985 268.7 95 1811.66 3538.13 75 410 $110,167 0.55 $61,026 32% $41,4982W5019 PINX 0 504 WS-VALVE DI 0 0 0 1985 0 328 1944.43 3364.68 40 300 4000 $4,000 0.55 $2,216 60% $8862W5019-2W5020 PINX 300 WS-PIPE PVC 0 0 0 1985 54.8 92 1949.4 3336.71 75 410 $22,468 0.55 $12,446 32% $8,4632W5020 PYR 0 504 WS-TEE DI 0 0 0 1985 0 0 1950.23 3311.9 40 0.55 $0 60% $02W5020-2W5021 ASP 300 WS-PIPE PVC 0 0 0 1985 9.1 28 1947.14 3307.19 75 410 $3,731 0.55 $2,067 32% $1,4052W5020-2W5901 ASP 150 WS-PIPE PVC 0 0 0 1985 0.8 2 1949.87 3311.89 75 235 $188 0.55 $104 32% $712W5021 PYR 0 504 WS-VALVE DI 0 0 0 1985 0 29 1944.77 3305.9 40 300 4000 $4,000 0.55 $2,216 60% $8862W5021-2W5022 ASP 300 WS-PIPE PVC 0 0 0 1985 159.2 39 1838.14 3235.68 75 410 $65,272 0.55 $36,157 32% $24,5872W5022 ASP 0 147 WS-TEE DI 0 0 0 1985 0 0 1814.35 3215.38 40 0.55 $0 60% $02W5022-2W5023 ASP 300 WS-PIPE PVC 0 0 0 1985 398.8 31 1594.03 2954.42 75 410 $163,508 0.55 $90,574 32% $61,5902W5023 ASP 0 147 WS-VALVE DI 0 0 0 1985 0 33 1549.31 2927.24 40 300 4000 $4,000 0.55 $2,216 60% $8862W5023-2W5024 ASP 300 WS-PIPE PVC 0 0 0 1985 12 30 1544.1 2924.26 75 410 $4,920 0.55 $2,725 32% $1,8532W5024 ASPX 0 179 WS-REDUC DI 0 0 0 1985 0 129 1538.9 2921.28 40 0.55 $0 60% $02W5024-2W5705 RCC 250 WS-PIPE PVC 0 0 0 1985 4.2 35 1537.17 2920.05 75 350 $1,470 0.55 $814 32% $5542W5101 LPP 0 182 WS-PLUG DI 0 0 0 1984 0 21 849.76 2780.02 40 0.53 $0 63% $02W5101-2W5102 LPP 150 WS-PIPE PVC 0 0 0 1984 10.4 21 854.59 2781.92 75 235 $2,444 0.53 $1,302 33% $8682W5102 LPP 0 121 WS-VALVE DI 0 0 0 1984 0 20 859.41 2783.82 40 150 2020 $2,020 0.53 $1,076 63% $4042W5102-2W5103 LPP 150 WS-PIPE PVC 0 0 0 1984 8.4 20 863.35 2785.26 75 235 $1,974 0.53 $1,052 33% $7012W5103 LPP 0 121 WS-HYDRT DI 0 0 0 1984 0 200 867.13 2786.78 50 7300 $7,300 0.53 $3,890 50% $1,9452W5103-2W5104 LPP 150 WS-PIPE PVC 0 0 0 1984 40.8 20 886.44 2793.76 75 235 $9,588 0.53 $5,109 33% $3,4062W5104 LPP 0 104 WS-TEE DI 0 0 0 1984 0 29 905.61 2800.81 40 0.53 $0 63% $02W5104-2W5105 LPP 50 WS-PIPE PVC 0 0 0 1984 8.3 291 904.1 2804.66 75 100 $830 0.53 $442 33% $2952W5104-2W5106 LPP 150 WS-PIPE PVC 0 0 0 1984 81.7 20 943.94 2814.92 75 235 $19,200 0.53 $10,230 33% $6,8202W5105 LPP 0 121 WS-VALVE DI 0 0 0 1984 0 290 902.59 2808.5 40 150 2020 $2,020 0.53 $1,076 63% $4042W5106 LPP 0 111 WS-TEE DI 0 0 0 1984 0 10 982.27 2829.02 40 0.53 $0 63% $02W5106-2W5107 ESD 150 WS-PIPE PVC 0 0 0 1984 58.5 26 1008.52 2841.95 75 235 $13,748 0.53 $7,325 33% $4,883

0764-260-00 8 / 18 27/03/2009


Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20092W5106-2W5933 RCCX 50 WS-PIPE PVC 0 0 0 1984 314.8 304 903.12 3007.71 75 100 $31,480 0.53 $16,774 33% $11,1832W5107 ESD 0 104 WS-VALVE DI 0 0 0 1984 0 29 1034.77 2854.87 40 150 2020 $2,020 0.53 $1,076 63% $4042W5107-2W5108 ESD 150 WS-PIPE PVC 0 0 0 1984 13.4 26 1038.2 2856.56 75 235 $3,149 0.53 $1,678 33% $1,1192W5108 ESD 0 111 WS-TEE DI 0 0 0 1984 0 10 1047.33 2859.31 40 0.53 $0 63% $02W5108-2W5109 ESD 200 WS-PIPE AC 0 0 0 1985 51.4 11 1072.61 2864.05 50 290 $14,906 0.55 $8,257 48% $4,2942W5109 ESD 0 107 WS-VALVE DI 0 0 0 1985 0 10 1097.89 2868.8 40 200 2800 $2,800 0.55 $1,551 60% $6202W5109-2W5110 ESD 200 WS-PIPE AC 0 0 0 1985 6.6 10 1101.12 2869.36 50 290 $1,914 0.55 $1,060 48% $5512W5110 ESD 0 107 WS-TEE DI 0 0 0 1985 0 0 1104.36 2869.93 40 0.55 $0 60% $02W5110-2W5111 ESD 200 WS-PIPE AC 0 0 0 1985 10.1 11 1109.33 2870.86 50 290 $2,929 0.55 $1,623 48% $8442W5110-2W6902 MAP 200 WS-PIPE AC 0 0 0 1985 93.6 94 1101.48 2916.63 50 290 $27,144 0.55 $15,036 48% $7,8192W5111 ESD 0 107 WS-VALVE DI 0 0 0 1969 0 10 1114.3 2871.78 40 200 2800 $2,800 0.17 $485 100% $02W5111-2W5112 ESD 200 WS-PIPE AC 0 0 0 1969 10.7 8 1119.59 2872.53 50 290 $3,103 0.17 $537 80% $1072W5112 ESD 0 107 WS-HYDRT DI 0 0 0 1969 0 180 1124.88 2873.28 50 7300 $7,300 0.17 $1,264 80% $2532W5112-2W5113 ESD 200 WS-PIPE AC 0 0 0 1969 48.9 4 1128.93 2873.56 50 290 $14,181 0.17 $2,456 80% $4912W5113 ESD 0 179 WS-TEE DI 0 0 0 1969 0 264 1173.33 2869.32 40 0.17 $0 100% $02W5113-2W5114 ESD 200 WS-PIPE AC 0 0 0 1969 117.2 312 1239.48 2827.65 50 290 $33,988 0.17 $5,887 80% $1,1772W5114 ESD 0 183 WS-TEE DI 0 0 0 1969 0 0 1260.1 2796.15 40 0.17 $0 100% $02W5114-2W5115 ESD 200 WS-PIPE AC 0 0 0 1969 12.9 292 1262.51 2790.19 50 290 $3,741 0.17 $648 80% $1302W5115 ESD 0 183 WS-VALVE DI 0 0 0 1969 0 288 1264.93 2784.23 40 200 2800 $2,800 0.17 $485 100% $02W5115-2W5116 ESD 200 WS-PIPE AC 0 0 0 1969 120.2 83 1266.27 2680.24 50 290 $34,858 0.17 $6,038 80% $1,2082W5116 ESD 0 183 WS-TEE DI 0 0 0 1969 0 0 1264.47 2665.3 40 0.17 $0 100% $02W5116-2W5117 ESD 200 WS-PIPE AC 0 0 0 1969 3.1 84 1264.31 2663.77 50 290 $899 0.17 $156 80% $312W5116-2W7901 JUN 200 WS-PIPE AC 0 0 0 1969 12.2 353 1270.52 2664.57 50 290 $3,538 0.17 $613 80% $1232W5117 ESD 0 183 WS-REDUC DI 0 0 0 1969 0 173 1264.16 2662.24 40 0.17 $0 100% $02W5117-2W5118 ESD 200 WS-PIPE AC 0 0 0 1969 3.5 82 1263.92 2660.5 50 290 $1,015 0.17 $176 80% $352W5118 ESD 0 183 WS-VALVE DI 0 0 0 1970 0 264 1263.68 2658.75 40 150 2020 $2,020 0.18 $361 98% $92W5118-2W5119 ESD 150 WS-PIPE AC 0 0 0 1970 59.9 83 1260.09 2629.01 50 235 $14,077 0.18 $2,513 78% $5532W5119 ESD 0 183 WS-TEE DI 0 0 0 1970 0 54 1256.5 2599.27 40 0.18 $0 98% $02W5119-2W5119A ESD 150 WS-PIPE AC 0 0 0 1970 110.2 83 1249.9 2544.59 50 235 $25,897 0.18 $4,622 78% $1,0172W5119-2W8101 ESD 150 WS-PIPE AC 0 0 0 1970 0 358 1262.61 2599.02 50 235 $0 0.18 $0 78% $02W5119A ESD 0 183 WS-HYDRT DI 0 0 0 1970 0 82 1243.31 2489.9 50 7300 $7,300 0.18 $1,303 78% $2872W5119A-2W5120 ESD 150 WS-PIPE AC 0 0 0 1970 18.3 83 1242.21 2480.82 50 235 $4,301 0.18 $768 78% $1692W5120 ESD 0 183 WS-VALVE DI 0 0 0 1970 0 84 1241.12 2471.75 40 150 2020 $2,020 0.18 $361 98% $92W5120-2W5121 ESD 150 WS-PIPE AC 0 0 0 1970 7 83 1240.7 2468.27 50 235 $1,645 0.18 $294 78% $652W5121 ESD 0 183 WS-TEE DI 0 0 0 1970 0 0 1240.28 2464.8 40 0.18 $0 98% $02W5121-2W5121A ESD 150 WS-PIPE AC 0 0 0 1970 6.1 353 1237.25 2465.16 50 235 $1,434 0.18 $256 78% $562W5121-2W5122 ESD 150 WS-PIPE AC 0 0 0 1970 11 83 1239.62 2459.34 50 235 $2,585 0.18 $461 78% $1022W5121A ESD 0 183 WS-VALVE DI 0 0 0 1970 0 353 1234.23 2465.53 40 150 2020 $2,020 0.18 $361 98% $92W5121A-2W5306 ALD 150 WS-PIPE AC 0 0 0 1970 79.2 353 1194.89 2470.27 50 235 $18,612 0.18 $3,322 78% $7312W5122 ESD 0 183 WS-VALVE DI 0 0 0 1970 0 84 1238.96 2453.88 40 150 2020 $2,020 0.18 $361 98% $92W5122-2W5123 ESD 150 WS-PIPE AC 0 0 0 1970 90.3 83 1233.55 2409.06 50 235 $21,221 0.18 $3,788 78% $8332W5123 ESD 0 183 WS-TEE DI 0 0 0 1970 0 0 1228.14 2364.23 40 0.18 $0 98% $02W5123-2W5124 ESD 150 WS-PIPE AC 0 0 0 1970 92.6 53 1205.74 2309.48 50 235 $21,761 0.18 $3,884 78% $8552W5123-2W8201 DOG 150 WS-PIPE AC 0 0 0 1975 11.9 353 1234.06 2363.52 50 235 $2,797 0.25 $713 68% $2282W5124 ESD 0 183 WS-HYDRT DI 0 0 0 1970 0 53 1186.91 2284.37 50 7300 $7,300 0.18 $1,303 78% $2872W5124-2W5125 ESD 150 WS-PIPE AC 0 0 0 1970 13 53 1183.01 2279.17 50 235 $3,055 0.18 $545 78% $1202W5125 ESD 0 183 WS-VALVE DI 0 0 0 1970 0 54 1179.11 2273.97 40 150 2020 $2,020 0.18 $361 98% $92W5125-2W5126 ESD 150 WS-PIPE AC 0 0 0 1970 3.9 53 1177.94 2272.41 50 235 $917 0.18 $164 78% $362W5126 ESD 0 183 WS-TEE DI 0 0 0 1970 0 0 1176.77 2270.85 40 0.18 $0 98% $02W5126-2W5127 ESD 150 WS-PIPE AC 0 0 0 1970 88.5 53 1150.21 2235.44 50 235 $20,798 0.18 $3,712 78% $8172W5126-2W8301 WOP 150 WS-PIPE AC 0 0 0 1975 11.9 323 1181.53 2267.28 50 235 $2,797 0.25 $713 68% $2282W5127 ESD 0 183 WS-TEE DI 0 0 0 1970 0 0 1123.66 2200.03 40 0.18 $0 98% $02W5127-2W5128 ESD 150 WS-PIPE AC 0 0 0 1970 118.9 53 1105.15 2175.35 50 235 $27,942 0.18 $4,987 78% $1,0972W5128 ESD 0 183 WS-VALVE DI 0 0 0 1970 0 353 1030.75 2146.31 40 150 2020 $2,020 0.18 $361 98% $92W5128-2W5212 ESD 150 WS-PIPE AC 0 0 0 1970 7.9 353 1026.82 2146.78 50 235 $1,857 0.18 $331 78% $73

0764-260-00 9 / 18 27/03/2009


Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20092W5201 PIN 0 104 WS-VALVE DI 0 0 0 1970 0 283 1048.44 2853.32 40 200 2800 $2,800 0.18 $500 98% $122W5201-2W5108 PIN 200 WS-PIPE AC 0 0 0 1970 6.1 101 1047.89 2856.31 50 290 $1,769 0.18 $316 78% $692W5201-2W5202 PIN 200 WS-PIPE AC 0 0 0 1970 79.2 101 1055.7 2814.36 50 290 $22,968 0.18 $4,100 78% $9022W5202 PIN 0 104 WS-TEE DI 0 0 0 1970 0 0 1062.95 2775.41 40 0.18 $0 98% $02W5202-2W5203 PIN 200 WS-PIPE AC 0 0 0 1970 104.4 101 1072.51 2724.1 50 290 $30,276 0.18 $5,404 78% $1,1892W5202-2W5301 MAC 150 WS-PIPE AC 0 0 0 1970 7 11 1066.39 2776.05 50 235 $1,645 0.18 $294 78% $652W5203 PIN 0 104 WS-HYDRT DI 0 0 0 1970 0 281 1082.06 2672.79 50 7300 $7,300 0.18 $1,303 78% $2872W5203-2W5204 PIN 200 WS-PIPE AC 0 0 0 1970 53.4 83 1082.32 2639.55 50 290 $15,486 0.18 $2,764 78% $6082W5204 PIN 0 104 WS-VALVE DI 0 0 0 1970 0 262 1079.91 2619.91 40 200 2800 $2,800 0.18 $500 98% $122W5204-2W5205 PIN 200 WS-PIPE AC 0 0 0 1970 11.9 83 1079.19 2614 50 290 $3,451 0.18 $616 78% $1362W5205 PIN 0 105 WS-TEE DI 0 0 0 1970 0 261 1078.48 2608.09 40 0.18 $0 98% $02W5205-2W5206 PIN 200 WS-PIPE AC 0 0 0 1970 5.9 83 1078.13 2605.16 50 290 $1,711 0.18 $305 78% $672W5206 PIN 0 105 WS-VALVE DI 0 0 0 1970 0 261 1077.77 2602.24 40 200 2800 $2,800 0.18 $500 98% $122W5206-2W5207 PIN 200 WS-PIPE AC 0 0 0 1970 155.7 83 1068.45 2524.97 50 290 $45,153 0.18 $8,059 78% $1,7732W5207 PIN 0 105 WS-HYDRT DI 0 0 0 1970 0 263 1059.13 2447.71 50 7300 $7,300 0.18 $1,303 78% $2872W5207-2W5208 PIN 200 WS-PIPE AC 0 0 0 1970 128.2 83 1051.45 2384.09 50 290 $37,178 0.18 $6,636 78% $1,4602W5208 PIN 0 105 WS-VALVE DI 0 0 0 1970 0 264 1043.78 2320.47 40 200 2800 $2,800 0.18 $500 98% $122W5208-2W5209 PIN 200 WS-PIPE AC 0 0 0 1970 11.4 83 1043.1 2314.81 50 290 $3,306 0.18 $590 78% $1302W5209 PIN 0 183 WS-TEE DI 0 0 0 1970 0 262 1042.41 2309.15 40 0.18 $0 98% $02W5209-2W5210 PYR 150 WS-PIPE AC 0 0 0 1970 6.6 83 1042.02 2305.88 50 235 $1,551 0.18 $277 78% $612W5210 PIN 0 105 WS-VALVE DI 0 0 0 1970 0 262 1041.62 2302.6 40 200 2800 $2,800 0.18 $500 98% $122W5210-2W5211 PIN 200 WS-PIPE AC 0 0 0 1970 150.4 83 1032.62 2227.95 50 290 $43,616 0.18 $7,785 78% $1,7132W5211 PIN 0 183 WS-VALVE DI 0 0 0 1970 0 82 1023.61 2153.31 40 200 2800 $2,800 0.18 $500 98% $122W5211-2W5212 PIN 200 WS-PIPE AC 0 0 0 1970 6.1 83 1023.25 2150.28 50 290 $1,769 0.18 $316 78% $692W5212 PIN 0 183 WS-TEE DI 0 0 0 1970 0 0 1022.88 2147.26 40 0.18 $0 98% $02W5212-2W5213 PYR 200 WS-PIPE AC 0 0 0 1970 11.8 85 1022.33 2141.38 50 290 $3,422 0.18 $611 78% $1342W5213 PIN 0 183 WS-HYDRT DI 0 0 0 1970 0 260 1021.78 2135.51 50 7300 $7,300 0.18 $1,303 78% $2872W5213-2W5214 PIN 200 WS-PIPE AC 0 0 0 1970 32.1 83 1019.7 2119.59 50 290 $9,309 0.18 $1,662 78% $3662W5214 PIN 0 183 WS-TEE DI 0 0 0 1970 0 0 1017.62 2103.67 40 0.18 $0 98% $02W5214-2W5215 PIN 150 WS-PIPE AC 0 0 0 1970 6 353 1014.64 2104.03 50 235 $1,410 0.18 $252 78% $552W5214-2W5216 PIN 200 WS-PIPE AC 0 0 0 1975 49.7 88 1016.62 2078.83 50 290 $14,413 0.25 $3,675 68% $1,1762W5215 PIN 0 183 WS-VALVE DI 0 0 0 1975 0 353 1011.66 2104.39 40 200 2800 $2,800 0.25 $714 85% $1072W5216 PIN 0 183 WS-TEE DI 0 0 0 1975 0 0 1015.63 2053.99 40 0.25 $0 85% $02W5216-2W5217 PIN 200 WS-PIPE AC 0 0 0 1975 98.3 88 1013.93 2004.86 50 290 $28,507 0.25 $7,269 68% $2,3262W5216-2W5601 WILX 150 WS-PIPE AC 0 0 0 1975 7 358 1019.12 2053.87 50 235 $1,645 0.25 $419 68% $1342W5217 PIN 0 180 WS-HYDRT DI 0 0 0 1975 0 268 1012.24 1955.73 50 7300 $7,300 0.25 $1,861 68% $5962W5217-2W5218 PYR 200 WS-PIPE AC 0 0 0 1975 3 88 1012.19 1954.2 50 290 $870 0.25 $222 68% $712W5218 PIN 0 180 WS-TEE DI 0 0 0 1975 0 0 1012.14 1952.68 40 0.25 $0 85% $02W5218-2W5219 PIN 200 WS-PIPE AC 0 0 0 1975 12.2 88 1011.93 1946.59 50 290 $3,538 0.25 $902 68% $2892W5218-2W5501 BUC 150 WS-PIPE AC 0 0 0 1975 13.1 358 1005.58 1952.91 50 235 $3,079 0.25 $785 68% $2512W5219 PIN 0 180 WS-VALVE DI 0 0 0 1975 0 89 1011.72 1940.49 40 200 2800 $2,800 0.25 $714 85% $1072W5219-2W5220 PIN 200 WS-PIPE AC 0 0 0 1975 15.2 88 1011.46 1932.88 50 290 $4,408 0.25 $1,124 68% $3602W5220 PIN 0 180 WS-TEE DI 0 0 0 1975 0 0 1011.19 1925.26 40 0.25 $0 85% $02W5220-2W5221 PIN 150 WS-PIPE AC 0 0 0 1975 7 358 1014.69 1925.14 50 235 $1,645 0.25 $419 68% $1342W5220-2W5222 PIN 200 WS-PIPE AC 0 0 0 1975 121.9 88 1009.1 1864.34 50 290 $35,351 0.25 $9,014 68% $2,8852W5221 PIN 0 180 WS-VALVE DI 0 0 0 1975 0 341 1018.19 1925.02 40 200 2800 $2,800 0.25 $714 85% $1072W5222 PIN 0 180 WS-TEE DI 0 0 0 1975 0 161 1007 1803.41 40 0.25 $0 85% $02W5222-2W5223 PIN 200 WS-PIPE AC 0 0 0 1975 92.9 88 1005.37 1757.97 50 290 $26,941 0.25 $6,870 68% $2,1982W5223 PIN 0 180 WS-TEE DI 0 0 0 1975 0 0 1005.06 1711.1 40 0.25 $0 85% $02W5223-2W5224 PIN 200 WS-PIPE AC 0 0 0 1975 55.2 342 1031.97 1683.88 50 290 $16,008 0.25 $4,082 68% $1,3062W5223-2W5401 DFR 150 WS-PIPE AC 0 0 0 1975 18.2 12 992.84 1705.56 50 235 $4,277 0.25 $1,091 68% $3492W5224 PIN 0 180 WS-HYDRT DI 0 0 0 1975 0 341 1045.71 1679.34 50 7300 $7,300 0.25 $1,861 68% $5962W5224-2W5225 PIN 200 WS-PIPE AC 0 0 0 1975 4 342 1047.63 1678.72 50 290 $1,160 0.25 $296 68% $952W5225 PIN 0 184 WS-PLUG DI 0 0 0 1975 0 161 1049.54 1678.09 40 0.25 $0 85% $02W5301 MAC 0 104 WS-VALVE DI 0 0 0 1971 0 11 1069.83 2776.69 40 150 2020 $2,020 0.18 $371 95% $19

0764-260-00 10 / 18 27/03/2009


Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20092W5301-2W5302 MAC 150 WS-PIPE AC 0 0 0 1971 197.3 11 1102.36 2782.75 50 235 $46,366 0.18 $8,521 76% $2,0452W5302 MAC 0 999 WS-HYDRT DI 0 0 0 1971 0 259 1181.21 2687.74 50 7300 $7,300 0.18 $1,342 76% $3222W5302-2W5303 MAC 150 WS-PIPE AC 0 0 0 1971 79.2 83 1176.47 2648.43 50 235 $18,612 0.18 $3,420 76% $8212W5303 MAC 0 113 WS-VALVE DI 0 0 0 1971 0 262 1171.72 2609.12 40 150 2020 $2,020 0.18 $371 95% $192W5303-2W5304 MAC 150 WS-PIPE AC 0 0 0 1971 12.2 83 1170.99 2603.07 50 235 $2,867 0.18 $527 76% $1262W5304 MAC 0 113 WS-TEE DI 0 0 0 1971 0 0 1170.26 2597.02 40 0.18 $0 95% $02W5304-2W5304A MAC 150 WS-PIPE AC 0 0 0 1971 11.9 353 1164.36 2597.73 50 235 $2,797 0.18 $514 76% $1232W5304-2W5305 MAC 150 WS-PIPE AC 0 0 0 1971 115.9 83 1163.32 2539.49 50 235 $27,237 0.18 $5,005 76% $1,2012W5304A BAL 0 113 WS-VALVE DI 0 0 0 1971 0 353 1158.45 2598.44 40 150 2020 $2,020 0.18 $371 95% $192W5304A-2W5205 BAL 150 WS-PIPE AC 0 0 0 1971 80.5 353 1118.46 2603.26 50 235 $18,918 0.18 $3,476 76% $8342W5305 MAC 0 183 WS-VALVE DI 0 0 0 1971 0 83 1156.38 2481.97 40 150 2020 $2,020 0.18 $371 95% $192W5305-2W5306 MAC 150 WS-PIPE AC 0 0 0 1971 7 83 1155.97 2478.49 50 235 $1,645 0.18 $302 76% $732W5306 MAC 0 183 WS-TEE DI 0 0 0 1971 0 0 1155.55 2475.02 40 0.18 $0 95% $02W5306-2W5307 MAC 150 WS-PIPE AC 0 0 0 1971 11.3 83 1154.87 2469.42 50 235 $2,656 0.18 $488 76% $1172W5307 MAC 0 183 WS-VALVE DI 0 0 0 1971 0 263 1154.19 2463.81 40 150 2020 $2,020 0.18 $371 95% $192W5307-2W5308 MAC 150 WS-PIPE AC 0 0 0 1971 170.7 83 1148.38 2415.66 50 235 $40,115 0.18 $7,372 76% $1,7692W5308 MAC 0 183 WS-HYDRT DI 0 0 0 1971 0 233 1098.36 2308.54 50 7300 $7,300 0.18 $1,342 76% $3222W5308-2W5309 MAC 150 WS-PIPE AC 0 0 0 1971 52.1 353 1071.81 2305.64 50 235 $12,244 0.18 $2,250 76% $5402W5309 MAC 0 183 WS-VALVE DI 0 0 0 1971 0 354 1049.36 2308.31 40 150 2020 $2,020 0.18 $371 95% $192W5309-2W5209 MAC 150 WS-PIPE AC 0 0 0 1971 7 353 1045.89 2308.73 50 235 $1,645 0.18 $302 76% $732W5401 DFR 0 180 WS-VALVE DI 0 0 0 1975 0 12 988.29 1704.63 40 150 2020 $2,020 0.25 $515 85% $772W5401-2W5402 DFR 150 WS-PIPE AC 0 0 0 1975 154.1 296 911.14 1622.49 50 235 $36,214 0.25 $9,234 68% $2,9552W5402 DFR 0 180 WS-HYDRT DI 0 0 0 1975 0 120 917.84 1609.04 50 7300 $7,300 0.25 $1,861 68% $5962W5402-2W5403 DFR 150 WS-PIPE AC 0 0 0 1975 127.3 297 944.57 1556.21 50 235 $29,916 0.25 $7,628 68% $2,4412W5403 DFR 0 413 WS-TEE DI 0 0 0 1975 0 89 974.5 1495.06 40 0.25 $0 85% $02W5403-2W5404 DFR 150 WS-PIPE AC 0 0 0 1975 72.8 90 985.62 1437.21 50 235 $17,108 0.25 $4,362 68% $1,3962W5403-2W7501 DFR 150 WS-PIPE AC 0 0 0 1975 2.7 22 975.37 1495.41 50 235 $635 0.25 $162 68% $522W5404 DFR 0 180 WS-HYDRT DI 0 0 0 1975 0 89 985.94 1423.69 50 7300 $7,300 0.25 $1,861 68% $5962W5404-2W5405 DFR 150 WS-PIPE AC 0 0 0 1975 261.1 88 981.44 1293.22 50 235 $61,359 0.25 $15,646 68% $5,0072W5405 DFR 0 180 WS-HYDRT DI 0 0 0 1975 0 88 976.94 1162.76 50 7300 $7,300 0.25 $1,861 68% $5962W5405-2W5406 DFR 150 WS-PIPE AC 0 0 0 1975 5.5 88 976.84 1160.02 50 235 $1,293 0.25 $330 68% $1052W5406 DFR 0 180 WS-VALVE DI 0 0 0 1975 0 88 976.75 1157.28 40 150 2020 $2,020 0.25 $515 85% $772W5406-2W5407 DFR 150 WS-PIPE AC 0 0 0 1975 4.3 90 976.75 1155.13 50 235 $1,011 0.25 $258 68% $822W5407 DFR 0 185 WS-PLUG DI 0 0 0 1975 0 90 976.75 1152.97 40 0.25 $0 85% $02W5501 BUC 0 180 WS-VALVE DI 0 0 0 1975 0 0 999.03 1953.13 40 150 2020 $2,020 0.25 $515 85% $772W5501-2W5502 BUC 150 WS-PIPE AC 0 0 0 1975 152.7 358 956.58 1954.59 50 235 $35,885 0.25 $9,150 68% $2,9282W5502 BUC 0 180 WS-HYDRT DI 0 0 0 1975 0 278 855.69 1940.07 50 7300 $7,300 0.25 $1,861 68% $5962W5502-2W5503 BUC 150 WS-PIPE AC 0 0 0 1975 61 98 859.98 1909.89 50 235 $14,335 0.25 $3,655 68% $1,1702W5503 BUC 0 180 WS-VALVE DI 0 0 0 1975 0 279 864.26 1879.71 40 150 2020 $2,020 0.25 $515 85% $772W5503-2W5504 BUC 150 WS-PIPE AC 0 0 0 1975 3 98 864.47 1878.2 50 235 $705 0.25 $180 68% $582W5504 BUC 0 180 WS-TEE DI 0 0 0 1975 0 0 864.69 1876.69 40 0.25 $0 85% $02W5504-2W5505 BUC 150 WS-PIPE AC 0 0 0 1975 3 8 866.19 1876.91 50 235 $705 0.25 $180 68% $582W5504-2W5507 BUC 150 WS-PIPE AC 0 0 0 1975 70.1 98 869.61 1841.99 50 235 $16,474 0.25 $4,201 68% $1,3442W5505 BUC 0 180 WS-VALVE DI 0 0 0 1975 0 8 867.7 1877.12 40 150 2020 $2,020 0.25 $515 85% $772W5505-2W5506 BUC 150 WS-PIPE AC 0 0 0 1975 39.1 8 887.02 1879.97 50 235 $9,189 0.25 $2,343 68% $7502W5506 BUC 0 184 WS-PLUG DI 0 0 0 1975 0 190 906.34 1882.82 40 0.25 $0 85% $02W5507 BUC 0 180 WS-HYDRT DI 0 0 0 1975 0 280 874.53 1807.28 50 7300 $7,300 0.25 $1,861 68% $5962W5507-2W5508 BUC 150 WS-PIPE AC 0 0 0 1975 126.4 358 958 1805.1 50 235 $29,704 0.25 $7,574 68% $2,4242W5508 BUC 0 180 WS-VALVE DI 0 0 0 1975 0 0 993.89 1803.87 40 150 2020 $2,020 0.25 $515 85% $772W5508-2W5222 BUC 150 WS-PIPE AC 0 0 0 1975 13.1 358 1000.44 1803.64 50 235 $3,079 0.25 $785 68% $2512W5601 WIL 0 183 WS-VALVE DI 0 0 0 1975 0 0 1022.62 2053.75 40 150 2020 $2,020 0.25 $515 85% $772W5601-2W5602 WIL 150 WS-PIPE AC 0 0 0 1975 94.4 8 1082.85 2055.71 50 235 $22,184 0.25 $5,657 68% $1,8102W5602 WIL 0 183 WS-TEE DI 0 0 0 1975 0 0 1115.24 2063.84 40 0.25 $0 85% $02W5602-2W5603 WIL 150 WS-PIPE AC 0 0 0 1975 20.7 300 1120.06 2055.48 50 235 $4,865 0.25 $1,240 68% $3972W5602-2W5604 WIL 150 WS-PIPE AC 0 0 0 1975 83.6 338 1175.19 2067.56 50 235 $19,646 0.25 $5,010 68% $1,603

0764-260-00 11 / 18 27/03/2009


Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20092W5603 WIL 0 183 WS-HYDRT DI 0 0 0 1975 0 175 1126.29 2047.02 50 7300 $7,300 0.25 $1,861 68% $5962W5603-2W5604 WIL 150 WS-PIPE AC 0 0 0 1975 76.6 358 1156.12 2046.02 50 235 $18,001 0.25 $4,590 68% $1,4692W5604 WIL 0 183 WS-TEE DI 0 0 0 1975 0 66 1192.46 2060.6 40 0.25 $0 85% $02W5604-2W5605 WIL 150 WS-PIPE AC 0 0 0 1975 80.9 68 1207.59 2098.11 50 235 $19,012 0.25 $4,848 68% $1,5512W5605 WIL 0 183 WS-VALVE DI 0 0 0 1975 0 66 1222.72 2135.62 40 150 2020 $2,020 0.25 $515 85% $772W5605-2W5606 WIL 150 WS-PIPE AC 0 0 0 1975 3.5 68 1223.38 2137.25 50 235 $823 0.25 $210 68% $672W5606 WIL 0 183 WS-HYDRT DI 0 0 0 1975 0 247 1224.04 2138.89 50 7300 $7,300 0.25 $1,861 68% $5962W5606-2W5607 WIL 150 WS-PIPE AC 0 0 0 1975 112.7 338 1194.02 2158.58 50 235 $26,485 0.25 $6,753 68% $2,1612W5607 ESD 0 183 WS-VALVE DI 0 0 0 1975 0 324 1133.18 2192.89 40 150 2020 $2,020 0.25 $515 85% $772W5607-2W5127 WIL 150 WS-PIPE AC 0 0 0 1975 11.9 323 1128.42 2196.46 50 235 $2,797 0.25 $713 68% $2282W5701 ASP 0 179 WS-REDUC DI 0 0 0 1985 0 40 1577.71 2870.06 40 0.55 $0 60% $02W5701-2W5702 RCD 200 WS-PIPE AC 0 0 0 1985 4 312 1576.35 2871.55 50 290 $1,160 0.55 $643 48% $3342W5702 RCD 0 179 WS-VALVE DI 0 0 0 1985 0 315 1574.99 2873.04 40 200 2800 $2,800 0.55 $1,551 60% $6202W5702-2W5703 RCD 200 WS-PIPE AC 0 0 0 1985 30.6 311 1564.99 2884.62 50 290 $8,874 0.55 $4,916 48% $2,5562W5703 RCD 0 179 WS-TEE DI 0 0 0 1985 0 312 1554.98 2896.2 40 0.55 $0 60% $02W5703-2W5704 RCD 200 WS-PIPE AC 0 0 0 1985 26.3 309 1546.64 2906.39 50 290 $7,627 0.55 $4,225 48% $2,1972W5703-2W7401 RCD 150 WS-PIPE AC 0 0 0 1985 19.4 41 1547.63 2889.85 50 235 $4,559 0.55 $2,525 48% $1,3132W5704 RCD 0 179 WS-REDUC DI 0 0 0 1985 0 219 1538.3 2916.57 40 0.55 $0 60% $02W5704-2W5705 RCD 250 WS-PIPE AC 0 0 0 1985 3.6 322 1536.87 2917.69 50 350 $1,260 0.55 $698 48% $3632W5705 RCD 0 179 WS-TEE DI 0 0 0 1985 0 52 1535.44 2918.82 40 0.55 $0 60% $02W5705-2W5706 RCD 250 WS-PIPE AC 0 0 0 1985 3.5 312 1534.29 2920.09 50 350 $1,225 0.55 $679 48% $3532W5706 RCD 0 179 WS-REDUC DI 0 0 0 1985 0 44 1533.13 2921.37 40 0.55 $0 60% $02W5706-2W5707 RCD 200 WS-PIPE AC 0 0 0 1985 3.6 40 1534.19 2926.25 50 290 $1,044 0.55 $578 48% $3012W5707 RCD 0 179 WS-HYDRT DI 0 0 0 1985 0 312 1537.22 2928.77 50 7300 $7,300 0.55 $4,044 48% $2,1032W5707-2W5708 RCD 200 WS-PIPE AC 0 0 0 1985 25 311 1523.06 2933.15 50 290 $7,250 0.55 $4,016 48% $2,0882W5708 RCD 0 179 WS-TEE DI 0 0 0 1985 0 0 1514.89 2942.61 40 0.55 $0 60% $02W5708-2W5709 RCD 150 WS-PIPE AC 0 0 0 1985 14.7 41 1520.47 2947.42 50 235 $3,455 0.55 $1,914 48% $9952W5708-2W5710 RCD 200 WS-PIPE AC 0 0 0 1985 63.8 312 1499.34 2959.6 50 290 $18,502 0.55 $10,249 48% $5,3302W5709 CEN 0 179 WS-VALVE DI 0 0 0 1985 0 37 1526.05 2952.24 40 200 2800 $2,800 0.55 $1,551 60% $6202W5710 CEN 0 179 WS-VALVE DI 0 0 0 1985 0 52 1494.53 2990.65 40 200 2800 $2,800 0.55 $1,551 60% $6202W5710-2W5711 CEN 200 WS-PIPE AC 0 0 0 1985 97.2 53 1524.04 3029.24 50 290 $28,188 0.55 $15,615 48% $8,1202W5711 CEN 0 179 WS-TEE DI 0 0 0 1985 0 0 1553.55 3067.82 40 0.55 $0 60% $02W5711-2W5712 CEN 150 WS-PIPE AC 0 0 0 1985 4.6 323 1555.36 3066.44 50 235 $1,081 0.55 $599 48% $3112W5711-2W6211 CEN 200 WS-PIPE AC 0 0 0 1985 99 53 1578.2 3100.06 50 290 $28,710 0.55 $15,904 48% $8,2702W5712 CEN 0 179 WS-VALVE DI 0 0 0 1985 0 323 1557.17 3065.05 40 150 2020 $2,020 0.55 $1,119 60% $4482W5712-2W5713 CEN 150 WS-PIPE AC 0 0 0 1985 3.6 323 1558.6 3063.96 50 235 $846 0.55 $469 48% $2442W5713 CEN 0 179 WS-CONCT 0 0 0 1985 0 0 1560.02 3062.88 50 0.55 $0 48% $02W5801 WBC 0 179 WS-VALVE DI 0 0 0 1985 0 0 1188.55 2877.25 40 150 2020 $2,020 0.55 $1,119 60% $4482W5801-2W5113 WBC 150 WS-PIPE AC 0 0 0 1985 18.8 4 1185.46 2877.06 50 235 $4,418 0.55 $2,447 48% $1,2732W5802 WBC 0 179 WS-HYDRT DI 0 0 0 1985 0 94 1357.19 2904.6 50 7300 $7,300 0.55 $4,044 48% $2,1032W5802-2W5801 WBC 150 WS-PIPE AC 0 0 0 1985 196.5 4 1275.85 2882.63 50 235 $46,178 0.55 $25,580 48% $13,3012W5803 WBC 0 179 WS-VALVE DI 0 0 0 1985 0 303 1337.16 2966.26 40 150 2020 $2,020 0.55 $1,119 60% $4482W5803-2W5802 WBC 150 WS-PIPE AC 0 0 0 1985 68.6 304 1348.83 2948.65 50 235 $16,121 0.55 $8,930 48% $4,6442W5804 WBC 0 179 WS-HYDRT DI 0 0 0 1985 0 0 1211.5 2970.28 50 7300 $7,300 0.55 $4,044 48% $2,1032W5804-2W5803 WBC 150 WS-PIPE AC 0 0 0 1985 131.9 4 1270.59 2973.92 50 235 $30,997 0.55 $17,170 48% $8,9292W5805 WBC 0 182 WS-VALVE DI 0 0 0 1985 0 0 1109.58 2964 40 150 2020 $2,020 0.55 $1,119 60% $4482W5805-2W5804 WBC 150 WS-PIPE AC 0 0 0 1985 102.1 4 1160.54 2967.14 50 235 $23,994 0.55 $13,291 48% $6,9112W5901 PYR? 0 510 WS-VALVE DI 0 0 0 1985 0 0 1949.52 3311.88 40 150 2020 $2,020 0.55 $1,119 60% $4482W5901-2W5902 PYR 150 WS-PIPE AC 0 0 0 1985 1 1 1949.11 3311.87 50 235 $235 0.55 $130 48% $682W5902 PYR 0 510 WS-TEE DI 0 0 0 1985 0 0 1948.7 3311.87 40 0.55 $0 60% $02W5902-2W5903 ASP 150 WS-PIPE AC 0 0 0 1985 4.3 360 1946.56 3311.87 50 235 $1,011 0.55 $560 48% $2912W5902-2W8001 ASP 150 WS-PIPE AC 0 0 0 1985 0 94 1948.66 3312.28 50 235 $0 0.55 $0 48% $02W5903 PYR 0 510 WS-VALVE DI 0 0 0 1985 0 0 1944.43 3311.88 40 150 2020 $2,020 0.55 $1,119 60% $4482W5903-2W5904 PIN 150 WS-PIPE AC 0 0 0 1985 1 90 1943.08 3314.29 50 235 $235 0.55 $130 48% $682W5904 PYR 0 510 WS-HYDRT DI 0 0 0 1985 0 0 1943.09 3316.71 50 7300 $7,300 0.55 $4,044 48% $2,103

0764-260-00 12 / 18 27/03/2009


Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20092W5904-2W5905 PIN 150 WS-PIPE AC 0 0 0 1985 45.2 0 1922.91 3311.84 50 235 $10,622 0.55 $5,884 48% $3,0602W5905 PIN 0 147 WS-TEE DI 0 0 0 1985 0 0 1902.76 3311.81 40 0.55 $0 60% $02W5905-2W5906 PIN 150 WS-PIPE AC 0 0 0 1985 82 0 1861.76 3311.75 50 235 $19,270 0.55 $10,674 48% $5,5512W5905-2W8401 PIN 150 WS-PIPE AC 0 0 0 1985 7.1 90 1902.76 3308.26 50 235 $1,669 0.55 $924 48% $4812W5906 PIN 0 147 WS-TEE DI 0 0 0 1985 0 0 1820.76 3311.69 40 0.55 $0 60% $02W5906-2W5907 PIN 150 WS-PIPE AC 0 0 0 1985 69.9 0 1791.09 3311.64 50 235 $16,427 0.55 $9,099 48% $4,7322W5907 PIN 0 179 WS-TEE DI 0 0 0 1985 0 0 1761.41 3322.22 40 0.55 $0 60% $02W5907-2W5908 PYR 150 WS-PIPE AC 0 0 0 1985 1 90 1761.41 3323.47 50 235 $235 0.55 $130 48% $682W5907-2W5909 PIN 150 WS-PIPE AC 0 0 0 1985 94.5 0 1714.15 3322.15 50 235 $22,208 0.55 $12,302 48% $6,3972W5908 PIN 0 179 WS-HYDRT DI 0 0 0 1985 0 0 1761.41 3324.72 50 7300 $7,300 0.55 $4,044 48% $2,1032W5909 PIN 0 179 WS-VALVE DI 0 0 0 1985 0 0 1666.89 3322.08 40 150 2020 $2,020 0.55 $1,119 60% $4482W5909-2W5910 PIN 150 WS-PIPE AC 0 0 0 1985 4 0 1664.91 3322.07 50 235 $940 0.55 $521 48% $2712W5910 PIN 0 179 WS-TEE DI 0 0 0 1985 0 0 1662.93 3322.07 40 0.55 $0 60% $02W5910-2W5911 PIN 150 WS-PIPE AC 0 0 0 1985 84.3 0 1620.8 3322.01 50 235 $19,811 0.55 $10,974 48% $5,7062W5910-2W6401 PYR 150 WS-PIPE AC 0 0 0 1985 4.7 90 1662.93 3319.74 50 235 $1,105 0.55 $612 48% $3182W5911 PIN 0 179 WS-HYDRT DI 0 0 0 1985 0 0 1578.67 3321.95 50 7300 $7,300 0.55 $4,044 48% $2,1032W5911-2W5912 PIN 150 WS-PIPE AC 0 0 0 1985 26.3 0 1569.74 3321.93 50 235 $6,181 0.55 $3,424 48% $1,7802W5912 PIN 0 179 WS-TEE DI 0 0 0 1985 0 0 1560.82 3313.44 40 0.55 $0 60% $02W5912-2W5913 PIN 100 WS-PIPE AC 0 0 0 1985 2.9 4 1559.36 3313.34 50 150 $435 0.55 $241 48% $1252W5913 PYR 0 181 WS-REDUC DI 0 0 0 1985 0 270 1557.89 3313.24 40 0.55 $0 60% $02W5913-2W5914 PIN 150 WS-PIPE AC 0 0 0 1985 4.1 359 1555.82 3313.27 50 235 $964 0.55 $534 48% $2782W5914 PIN 0 179 WS-VALVE DI 0 0 0 1985 0 0 1553.76 3313.31 40 150 2020 $2,020 0.55 $1,119 60% $4482W5914-2W5915 PIN 150 WS-PIPE AC 0 0 0 1985 95.2 0 1506.14 3313.23 50 235 $22,372 0.55 $12,393 48% $6,4442W5915 PIN 0 179 WS-TEE DI 0 0 0 1985 0 0 1458.53 3313.15 40 0.55 $0 60% $02W5915-2W5916 PSD 200 WS-PIPE AC 0 0 0 1985 52.5 0 1432.29 3313.11 50 290 $15,225 0.55 $8,434 48% $4,3862W5915-2W6114 PINX 150 WS-PIPE AC 0 0 0 1985 0 91 1458.64 3308.65 50 235 $0 0.55 $0 48% $02W5916 PSD 0 179 WS-TEE DI 0 0 0 1985 0 0 1406.05 3313.07 40 0.55 $0 60% $02W5916-2W5917 PSD 200 WS-PIPE AC 0 0 0 1985 44 0 1386.07 3313.06 50 290 $12,760 0.55 $7,068 48% $3,6762W5916-2W7301 PSDX 150 WS-PIPE AC 0 0 0 1985 9 90 1406.05 3308.58 50 235 $2,115 0.55 $1,172 48% $6092W5917 PSD 0 179 WS-HYDRT DI 0 0 0 1985 0 32 1366.06 3317.08 50 7300 $7,300 0.55 $4,044 48% $2,1032W5917-2W5918 PSD 200 WS-PIPE AC 0 0 0 1985 12.8 0 1361.64 3313.04 50 290 $3,712 0.55 $2,056 48% $1,0692W5918 PSD 0 181 WS-VALVE DI 0 0 0 1985 0 0 1357.24 3313.04 40 200 2800 $2,800 0.55 $1,551 60% $6202W5918-2W5919 PSD 200 WS-PIPE AC 0 0 0 1985 7 34 1353.75 3313.02 50 290 $2,030 0.55 $1,125 48% $5852W5919 PSD 0 179 WS-TEE DI 0 0 0 1985 0 35 1350.25 3312.99 40 0.55 $0 60% $02W5919-2W5920 PSD 200 WS-PIPE AC 0 0 0 1985 4 34 1348.25 3312.99 50 290 $1,160 0.55 $643 48% $3342W5919-2W6203A PSD 200 WS-PIPE AC 0 0 0 1985 3.4 91 1350.21 3314.68 50 290 $986 0.55 $546 48% $2842W5919-2W6204 HEM 200 WS-PIPE AC 0 0 0 1985 48.1 90 1350.29 3288.95 50 290 $13,949 0.55 $7,727 48% $4,0182W5920 PSD 0 179 WS-VALVE DI 0 0 0 1985 0 0 1346.25 3312.99 40 200 2800 $2,800 0.55 $1,551 60% $6202W5920-2W5921 PSD 200 WS-PIPE PVC 0 0 0 2004 61.3 0 1320.78 3312.91 75 290 $17,777 0.92 $16,366 7% $15,2742W5921 PSDX 0 179 WS-TEE DI 0 0 0 1985 0 34 1286.44 3307.51 40 0.55 $0 60% $02W5921-2W5922 PSDX 200 WS-PIPE PVC 0 0 0 2004 25.6 30 1275.35 3301.11 75 290 $7,424 0.92 $6,835 7% $6,3792W5921-2W6801 PSDX 150 WS-PIPE AC 0 0 0 1985 4.6 295 1285.47 3309.6 50 235 $1,081 0.55 $599 48% $3112W5922 PSDX 0 179 WS-TEE DI 0 0 0 1985 0 0 1264.25 3294.72 40 0.55 $0 60% $02W5922-2W5923 PSDX 200 WS-PIPE AC 0 0 0 1985 245.4 30 1214.36 3265.44 50 290 $71,166 0.55 $39,422 48% $20,4992W5922-2W6701 PSDX 150 WS-PIPE AC 0 0 0 1985 7.7 298 1262.42 3298.12 50 235 $1,810 0.55 $1,002 48% $5212W5923 ALP 0 182 WS-HYDRT DI 0 0 0 1985 0 33 1066.99 3254.84 50 7300 $7,300 0.55 $4,044 48% $2,1032W5923-2W5924 RCD 200 WS-PIPE AC 0 0 0 1985 36.6 34 1051.75 3244.74 50 290 $10,614 0.55 $5,880 48% $3,0572W5924 RCD 0 182 WS-VALVE DI 0 0 0 1985 0 32 1036.5 3234.64 40 200 2800 $2,800 0.55 $1,551 60% $6202W5924-2W5925 RCD 200 WS-PIPE AC 0 0 0 1985 12.2 34 1031.42 3231.27 50 290 $3,538 0.55 $1,960 48% $1,0192W5925 RCD 0 182 WS-TEE DI 0 0 0 1985 0 0 1026.34 3227.91 40 0.55 $0 60% $02W5925-2W5926 RCD 200 WS-PIPE AC 0 0 0 1985 6.1 34 1023.79 3226.22 50 290 $1,769 0.55 $980 48% $5102W5925-2W6001 PYC 150 WS-PIPE AC 0 0 0 1985 12.5 304 1029.79 3222.7 50 235 $2,938 0.55 $1,627 48% $8462W5925-2W6306 WLC 200 WS-PIPE AC 0 0 0 1985 164.9 304 1002.35 3264.12 50 290 $47,821 0.55 $26,490 48% $13,7752W5926 RCD 0 182 WS-VALVE DI 0 0 0 1985 0 35 1021.25 3224.54 40 200 2800 $2,800 0.55 $1,551 60% $6202W5926-2W5927 RCD 200 WS-PIPE AC 0 0 0 1985 79.2 34 988.22 3202.66 50 290 $22,968 0.55 $12,723 48% $6,616

0764-260-00 13 / 18 27/03/2009


Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20092W5927 RCD 0 182 WS-TEE DI 0 0 0 1985 0 0 955.19 3180.77 40 0.55 $0 60% $02W5927-2W5928 RCD 200 WS-PIPE AC 0 0 0 1985 4.3 36 953.43 3179.51 50 290 $1,247 0.55 $691 48% $3592W5927-2W6008 PYC 200 WS-PIPE AC 0 0 0 1985 8.4 304 957.5 3177.28 50 290 $2,436 0.55 $1,349 48% $7022W5928 RCD 0 182 WS-REDUC DI 0 0 0 1985 0 0 951.67 3178.25 40 0.55 $0 60% $02W5928-2W5929 RCD 150 WS-PIPE AC 0 0 0 1985 4.1 31 949.91 3177.18 50 235 $964 0.55 $534 48% $2782W5929 RCD 0 182 WS-VALVE DI 0 0 0 1985 0 34 948.16 3176.11 40 150 2020 $2,020 0.55 $1,119 60% $4482W5929-2W5930 RCD 150 WS-PIPE AC 0 0 0 1985 62 34 922.29 3158.98 50 235 $14,570 0.55 $8,071 48% $4,1972W5930 RCD 0 182 WS-TEE DI 0 0 0 1985 0 0 896.43 3141.84 40 0.55 $0 60% $02W5930-2W5931 RCD 150 WS-PIPE AC 0 0 0 1985 11 34 891.85 3138.81 50 235 $2,585 0.55 $1,432 48% $7452W5930-2W6301 PIN 150 WS-PIPE AC 0 0 0 1985 44.2 304 884.23 3160.27 50 235 $10,387 0.55 $5,754 48% $2,9922W5931 RCD 0 182 WS-VALVE DI 0 0 0 1985 0 33 887.26 3135.77 40 150 2020 $2,020 0.55 $1,119 60% $4482W5931-2W5932 RCD 150 WS-PIPE AC 0 0 0 1985 57.5 34 863.29 3119.89 50 235 $13,513 0.55 $7,485 48% $3,8922W5932 RCD 0 182 WS-HYDRT DI 0 0 0 1985 0 33 839.32 3104.01 50 7300 $7,300 0.55 $4,044 48% $2,1032W5933 RCD 0 182 WS-TEE DI 0 0 0 1985 0 0 839.32 3104.01 40 0.55 $0 60% $02W6001 PYC 0 182 WS-VALVE DI 0 0 0 1985 0 304 1033.24 3217.49 40 150 2020 $2,020 0.55 $1,119 60% $4482W6001-2W6002 PYC 150 WS-PIPE AC 0 0 0 1985 199.5 4 1139.67 3142.97 50 235 $46,883 0.55 $25,970 48% $13,5052W6002 PYC 0 182 WS-HYDRT DI 0 0 0 1985 0 183 1191.39 3146.48 50 7300 $7,300 0.55 $4,044 48% $2,1032W6002-2W6003 PYC 150 WS-PIPE AC 0 0 0 1985 199.6 4 1155.68 3058.45 50 235 $46,906 0.55 $25,983 48% $13,5112W6003 PYC 0 182 WS-VALVE DI 0 0 0 1985 0 0 1103.97 3055.26 40 150 2020 $2,020 0.55 $1,119 60% $4482W6003-2W6004 PYC 150 WS-PIPE AC 0 0 0 1985 5.6 3 1101.18 3055.13 50 235 $1,316 0.55 $729 48% $3792W6004 PYC 0 182 WS-REDUC DI 0 0 0 1985 0 270 1098.39 3054.99 40 0.55 $0 60% $02W6004-2W6005 PYC 200 WS-PIPE AC 0 0 0 1985 5.4 4 1095.69 3054.79 50 290 $1,566 0.55 $867 48% $4512W6005 PYC 0 182 WS-TEE DI 0 0 0 1985 0 0 1092.99 3054.59 40 0.55 $0 60% $02W6005-2W6006 PYC 200 WS-PIPE AC 0 0 0 1985 7 4 1089.49 3054.37 50 290 $2,030 0.55 $1,125 48% $5852W6006 PYC 0 182 WS-VALVE DI 0 0 0 1985 0 0 1086 3054.16 40 200 2800 $2,800 0.55 $1,551 60% $6202W6006-2W6007 PYC 200 WS-PIPE AC 0 0 0 1985 39.5 4 1065.36 3052.89 50 290 $11,455 0.55 $6,345 48% $3,3002W6007 PYC 0 182 WS-HYDRT DI 0 0 0 1985 0 303 1046.6 3051.75 50 7300 $7,300 0.55 $4,044 48% $2,1032W6007-2W6008 PYC 200 WS-PIPE AC 0 0 0 1985 151.6 304 999.63 3113.7 50 290 $43,964 0.55 $24,354 48% $12,6642W6008 PYC 0 182 WS-VALVE DI 0 0 0 1985 0 303 959.81 3173.8 40 150 2020 $2,020 0.55 $1,119 60% $4482W6101 PIN 0 182 WS-CONCT 0 0 0 1985 0 0 907.13 3618.04 50 0.55 $0 48% $02W6101-2W6102 PIN 150 WS-PIPE AC 0 0 0 1985 153.4 23 867.05 3600.74 50 235 $36,049 0.55 $19,969 48% $10,3842W6102 BSC 0 182 WS-HYDRT DI 0 0 0 1985 0 323 798.18 3542.94 50 7300 $7,300 0.55 $4,044 48% $2,1032W6102-2W6103 BSC 150 WS-PIPE AC 0 0 0 1985 57.8 325 821.83 3526.34 50 235 $13,583 0.55 $7,524 48% $3,9132W6103 BSC 0 182 WS-VALVE DI 0 0 0 1985 0 326 845.48 3509.74 40 150 2020 $2,020 0.55 $1,119 60% $4482W6103-2W6104 BSC 150 WS-PIPE AC 0 0 0 1985 6.6 325 848.16 3507.83 50 235 $1,551 0.55 $859 48% $4472W6104 BSC 0 182 WS-TEE DI 0 0 0 1985 0 0 850.84 3505.92 40 0.55 $0 60% $02W6104-2W6105 BSC 150 WS-PIPE AC 0 0 0 1985 49 335 873.04 3495.5 50 235 $11,515 0.55 $6,379 48% $3,3172W6105 BSC 0 182 WS-TEE DI 0 0 0 1985 0 0 895.23 3485.07 40 0.55 $0 60% $02W6105-2W6106 BSC 150 WS-PIPE AC 0 0 0 1985 121.3 335 945.55 3461.15 50 235 $28,506 0.55 $15,790 48% $8,2112W6105-2W6601 COT 150 WS-PIPE AC 0 0 0 1985 6.9 65 896.69 3488.17 50 235 $1,622 0.55 $898 48% $4672W6106 BSC 0 182 WS-VALVE DI 0 0 0 1985 0 88 995.87 3447.1 40 150 2020 $2,020 0.55 $1,119 60% $4482W6107 BSC 0 182 WS-HYDRT DI 0 0 0 1985 0 89 1000 3630.16 50 7300 $7,300 0.55 $4,044 48% $2,1032W6107-2W6106 BSC 150 WS-PIPE AC 0 0 0 1985 183.1 89 997.94 3538.63 50 235 $43,029 0.55 $23,835 48% $12,3942W6107-2W6108A PIN 150 WS-PIPE AC 0 0 0 1985 335.2 353 1220.66 3607.88 50 235 $78,772 0.55 $43,635 48% $22,6902W6108 PIN 0 179 WS-VALVE DI 0 0 0 1985 0 301 1323.37 3559.74 40 150 2020 $2,020 0.55 $1,119 60% $4482W6108-2W6109 PIN 150 WS-PIPE AC 0 0 0 1985 90.6 302 1347.4 3521.32 50 235 $21,291 0.55 $11,794 48% $6,1332W6108A PIN 0 179 WS-HYDRT DI 0 0 0 1985 0 302 1312.16 3577.68 50 7300 $7,300 0.55 $4,044 48% $2,1032W6108A-2W6108 PIN 150 WS-PIPE AC 0 0 0 1985 21.2 302 1317.77 3568.71 50 235 $4,982 0.55 $2,760 48% $1,4352W6109 PIN 0 179 WS-VALVE DI 0 0 0 1985 0 305 1371.42 3482.9 40 150 2020 $2,020 0.55 $1,119 60% $4482W6109-2W6110 PIN 150 WS-PIPE AC 0 0 0 1985 3.5 302 1372.35 3481.41 50 235 $823 0.55 $456 48% $2372W6110 PIN 0 179 WS-TEE DI 0 0 0 1985 0 0 1373.27 3479.93 40 0.55 $0 60% $02W6110-2W6111 PIN 150 WS-PIPE AC 0 0 0 1985 3.5 302 1374.2 3478.44 50 235 $823 0.55 $456 48% $2372W6110-2W6201 HEM 100 WS-PIPE AC 0 0 0 1985 68.4 32 1345.53 3462.58 50 150 $10,260 0.55 $5,683 48% $2,9552W6111 PIN 0 179 WS-VALVE DI 0 0 0 1985 0 304 1375.13 3476.96 40 150 2020 $2,020 0.55 $1,119 60% $4482W6111-2W6111A PIN 150 WS-PIPE AC 0 0 0 1985 5.2 302 1376.51 3474.76 50 235 $1,222 0.55 $677 48% $352

0764-260-00 14 / 18 27/03/2009


Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20092W6111A PIN 0 179 WS-HYDRT DI 0 0 0 1985 0 122 1372.62 3469.42 50 7300 $7,300 0.55 $4,044 48% $2,1032W6111A-2W6112 PIN 150 WS-PIPE AC 0 0 0 1985 120.9 302 1408.32 3423.87 50 235 $28,412 0.55 $15,738 48% $8,1842W6112 PIN 0 179 WS-HYDRT DI 0 0 0 1985 0 301 1438.75 3375.2 50 7300 $7,300 0.55 $4,044 48% $2,1032W6112-2W6113 PIN 150 WS-PIPE AC 0 0 0 1985 56.5 302 1448.62 3359.41 50 235 $13,278 0.55 $7,355 48% $3,8252W6113 PIN 0 179 WS-VALVE DI 0 0 0 1985 0 90 1458.71 3324.37 40 150 2020 $2,020 0.55 $1,119 60% $4482W6113-2W5915 PIN 150 WS-PIPE AC 0 0 0 1985 11.2 89 1458.62 3318.76 50 235 $2,632 0.55 $1,458 48% $7582W6114 PINX 0 179 WS-VALVE DI 0 0 0 1985 0 97 1458.74 3304.15 40 150 2020 $2,020 0.55 $1,119 60% $4482W6114-2W6503 PINX 150 WS-PIPE AC 0 0 0 1985 39.1 90 1458.67 3284.61 50 235 $9,189 0.55 $5,090 48% $2,6472W6201 HEM 0 179 WS-VALVE DI 0 0 0 1985 0 66 1316.43 3442.57 40 100 1000 $1,000 0.55 $554 60% $2222W6201-2W6202 HEM 100 WS-PIPE AC 0 0 0 1985 138.7 302 1335.44 3392.84 50 150 $20,805 0.55 $11,525 48% $5,9932W6202 HEM 0 179 WS-TEE DI 0 0 0 1985 0 0 1350.24 3320.61 40 0.55 $0 60% $02W6202-2W6202C HEM 150 WS-PIPE AC 0 0 0 1985 2.5 0 1348.99 3320.61 50 235 $588 0.55 $325 48% $1692W6202-2W6203 HEM 200 WS-PIPE AC 0 0 0 1985 2.6 90 1350.24 3319.3 50 290 $754 0.55 $418 48% $2172W6202B PSD 0 181 WS-PLUG DI 0 0 0 1985 0 231 1346.17 3320.58 40 0.55 $0 60% $02W6202B-2W6202C PSD 150 WS-PIPE AC 0 0 0 1985 1.6 1 1346.96 3320.59 50 235 $376 0.55 $208 48% $1082W6202C HEM 0 179 WS-VALVE DI 0 0 0 1985 0 0 1347.74 3320.6 40 150 2020 $2,020 0.55 $1,119 60% $4482W6203 HEM 0 179 WS-VALVE DI 0 0 0 1985 0 89 1350.25 3317.99 40 100 1000 $1,000 0.55 $554 60% $2222W6203-2W6203A PSD 100 WS-PIPE AC 0 0 0 1985 1.6 87 1350.21 3317.18 50 150 $240 0.55 $133 48% $692W6203A PSD 0 181 WS-REDUC DI 0 0 0 1985 0 138 1350.17 3316.38 40 0.55 $0 60% $02W6204 HEM 0 179 WS-TEE DI 0 0 0 1985 0 0 1350.32 3264.92 40 0.55 $0 60% $02W6204-2W6205 HEM 200 WS-PIPE AC 0 0 0 1985 43.2 90 1350.36 3243.31 50 290 $12,528 0.55 $6,940 48% $3,6092W6204-2W6501 PIN 150 WS-PIPE AC 0 0 0 1985 5.1 0 1352.89 3264.92 50 235 $1,199 0.55 $664 48% $3452W6205 HEM 0 179 WS-VALVE DI 0 0 0 1985 0 269 1350.39 3221.7 40 200 2800 $2,800 0.55 $1,551 60% $6202W6206 HEM 0 179 WS-HYDRT DI 0 0 0 1985 0 102 1351.28 3204.02 50 7300 $7,300 0.55 $4,044 48% $2,1032W6206-2W6205 HEM 200 WS-PIPE AC 0 0 0 1985 17.8 90 1350.45 3214.67 50 290 $5,162 0.55 $2,859 48% $1,4872W6206-2W6208 HEM 200 WS-PIPE AC 0 0 0 1985 102.8 103 1357.43 3176.9 50 290 $29,812 0.55 $16,514 48% $8,5872W6208 CENX 0 WS-TEE DI 0 0 0 1985 0 0 1410.79 3149.85 40 0.55 $0 60% $02W6208-2W6209 CENX 200 WS-PIPE AC 0 0 0 1985 112.8 0 1467.18 3149.94 50 290 $32,712 0.55 $18,121 48% $9,4232W6208-2W7201 CENX 150 WS-PIPE AC 0 0 0 1985 2.7 90 1410.79 3148.49 50 235 $635 0.55 $351 48% $1832W6209 CENX 0 179 WS-HYDRT DI 0 0 0 1985 0 180 1523.69 3150.09 50 7300 $7,300 0.55 $4,044 48% $2,1032W6209-2W6210 CENX 200 WS-PIPE AC 0 0 0 1985 72.8 0 1559.99 3150.07 50 290 $21,112 0.55 $11,695 48% $6,0812W6210 CENX 0 179 WS-VALVE DI 0 0 0 1985 0 0 1596.42 3150.13 40 200 2800 $2,800 0.55 $1,551 60% $6202W6210-2W6211 CENX 200 WS-PIPE AC 0 0 0 1985 6.4 0 1599.62 3150.13 50 290 $1,856 0.55 $1,028 48% $5352W6211 CENX 0 179 WS-TEE DI 0 0 0 1985 0 0 1602.82 3150.14 40 0.55 $0 60% $02W6211-2W6212 CENX 200 WS-PIPE AC 0 0 0 1985 15.2 0 1610.44 3150.15 50 290 $4,408 0.55 $2,442 48% $1,2702W6212 CENX 0 179 WS-VALVE DI 0 0 0 1985 0 0 1618.06 3150.16 40 200 2800 $2,800 0.55 $1,551 60% $6202W6212-2W6213 CENX 200 WS-PIPE AC 0 0 0 1985 49.3 0 1642.7 3150.2 50 290 $14,297 0.55 $7,920 48% $4,1182W6213 CENX 0 179 WS-TEE DI 0 0 0 1985 0 0 1667.35 3150.23 40 0.55 $0 60% $02W6213-2W6214 ASPX 200 WS-PIPE AC 0 0 0 1985 8.9 90 1667.36 3147.97 50 290 $2,581 0.55 $1,430 48% $7432W6213-2W6406 CENX 150 WS-PIPE AC 0 0 0 1985 82.9 50 1692.3 3180.45 50 235 $19,482 0.55 $10,792 48% $5,6122W6214 ASPX 0 179 WS-VALVE DI 0 0 0 1985 0 320 1670.73 3142.93 40 150 2020 $2,020 0.55 $1,119 60% $4482W6214-2W6215 ASPX 150 WS-PIPE AC 0 0 0 1985 2 323 1671.53 3142.32 50 235 $470 0.55 $260 48% $1352W6215 ASPX 0 179 WS-HYDRT DI 0 0 0 1985 0 231 1672.34 3141.7 50 7300 $7,300 0.55 $4,044 48% $2,1032W6301 PIN 0 182 WS-HYDRT DI 0 0 0 1985 0 302 872.02 3178.69 50 7300 $7,300 0.55 $4,044 48% $2,1032W6301-2W6303 PIN 200 WS-PIPE AC 0 0 0 1985 42.7 304 860.24 3196.47 50 290 $12,383 0.55 $6,859 48% $3,5672W6302 WLC 0 182 WS-VALVE DI 0 0 0 1985 0 33 840.95 3209.29 40 200 2800 $2,800 0.55 $1,551 60% $6202W6302-2W6303 WLC 200 WS-PIPE AC 0 0 0 1985 9 34 844.7 3211.78 50 290 $2,610 0.55 $1,446 48% $7522W6303 WLC 0 182 WS-TEE DI 0 0 0 1985 0 34 848.45 3214.26 40 0.55 $0 60% $02W6303-2W6304 WLC 200 WS-PIPE AC 0 0 0 1985 65.3 34 875.68 3232.3 50 290 $18,937 0.55 $10,490 48% $5,4552W6304 WLC 0 182 WS-VALVE DI 0 0 0 1985 0 34 902.92 3250.34 40 200 2800 $2,800 0.55 $1,551 60% $6202W6304-2W6305 WLC 200 WS-PIPE AC 0 0 0 1985 6.3 34 905.52 3252.07 50 290 $1,827 0.55 $1,012 48% $5262W6305 WLC 0 182 WS-TEE DI 0 0 0 1985 0 33 908.13 3253.79 40 0.55 $0 60% $02W6305-2W6306 WLC 200 WS-PIPE AC 0 0 0 1985 6.3 34 910.73 3255.52 50 290 $1,827 0.55 $1,012 48% $5262W6306 WLC 0 182 WS-VALVE DI 0 0 0 1985 0 33 913.34 3257.25 40 200 2800 $2,800 0.55 $1,551 60% $6202W6401 PIN 0 179 WS-VALVE DI 0 0 0 1985 0 90 1662.93 3317.41 40 150 2020 $2,020 0.55 $1,119 60% $448

0764-260-00 15 / 18 27/03/2009


Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20092W6401-2W6403 3AV 150 WS-PIPE AC 0 0 0 1985 95.2 90 1663 3269.78 50 235 $22,372 0.55 $12,393 48% $6,4442W6403 CENX 0 179 WS-VALVE DI 0 0 0 1985 0 270 1663.08 3222.16 40 150 2020 $2,020 0.55 $1,119 60% $4482W6403-2W6404 TAV 150 WS-PIPE AC 0 0 0 1985 7 90 1663.08 3218.66 50 235 $1,645 0.55 $911 48% $4742W6403A SPR 0 179 WS-PLUG DI 0 0 0 1985 0 0 1660.82 3215.32 40 0.55 $0 60% $02W6404 CENX 0 179 WS-TEE DI 0 0 0 1985 0 0 1663.09 3215.16 40 0.55 $0 60% $02W6404-2W6403A SPR 150 WS-PIPE AC 0 0 0 1985 2.3 356 1661.95 3215.24 50 235 $541 0.55 $299 48% $1562W6404-2W6405 CENX 150 WS-PIPE AC 0 0 0 1985 7 0 1666.59 3215.16 50 235 $1,645 0.55 $911 48% $4742W6405 CENX 0 179 WS-HYDRT DI 0 0 0 1985 0 0 1670.1 3215.17 50 7300 $7,300 0.55 $4,044 48% $2,1032W6405-2W6406 CENX 150 WS-PIPE AC 0 0 0 1985 47.1 0 1693.66 3215.2 50 235 $11,069 0.55 $6,131 48% $3,1882W6406 CENX 0 179 WS-TEE DI 0 0 0 1985 0 0 1717.23 3215.24 40 0.55 $0 60% $02W6406-2W6407 CENX 150 WS-PIPE AC 0 0 0 1985 93.9 0 1764.18 3215.31 50 235 $22,067 0.55 $12,224 48% $6,3562W6407 CENX 0 147 WS-VALVE DI 0 0 0 1985 0 0 1811.12 3215.38 40 150 2020 $2,020 0.55 $1,119 60% $4482W6407-2W5022 CENX 150 WS-PIPE AC 0 0 0 1985 3.2 0 1812.73 3215.38 50 235 $752 0.55 $417 48% $2172W6501 SPRX 0 179 WS-VALVE DI 0 0 0 1985 0 0 1355.45 3264.92 40 150 2020 $2,020 0.55 $1,119 60% $4482W6501-2W6502 SPRX 150 WS-PIPE AC 0 0 0 1985 101.5 0 1406.17 3265 50 235 $23,853 0.55 $13,213 48% $6,8712W6502 SPRX 0 179 WS-VALVE DI 0 0 0 1985 0 0 1456.9 3265.07 40 150 2020 $2,020 0.55 $1,119 60% $4482W6502-2W6503 SPRX 150 WS-PIPE AC 0 0 0 1985 1.7 0 1457.75 3265.07 50 235 $400 0.55 $221 48% $1152W6503 SPRX 0 179 WS-TEE DI 0 0 0 1985 0 0 1458.6 3265.08 40 0.55 $0 60% $02W6503-2W6504 SPRX 150 WS-PIPE AC 0 0 0 1985 96.7 0 1506.95 3265.15 50 235 $22,725 0.55 $12,588 48% $6,5462W6504 SPRX 0 179 WS-VALVE DI 0 0 0 1985 0 0 1555.29 3265.22 40 150 2020 $2,020 0.55 $1,119 60% $4482W6505 SPRX 0 179 WS-TEE DI 0 0 0 1985 0 0 1560.89 3265.23 40 0.55 $0 60% $02W6505-2W6504 SPRX 150 WS-PIPE AC 0 0 0 1985 5.6 0 1558.09 3265.22 50 235 $1,316 0.55 $729 48% $3792W6505-2W6506 PINX 150 WS-PIPE AC 0 0 0 1985 109.1 0 1615.46 3265.31 50 235 $25,639 0.55 $14,202 48% $7,3852W6505A SPRX 0 179 WS-VALVE DI 0 0 0 1985 0 90 1560.89 3266.73 40 100 1000 $1,000 0.55 $554 60% $2222W6505A-2W6505 SPRX 100 WS-PIPE AC 0 0 0 1985 1.5 90 1560.89 3265.98 50 150 $225 0.55 $125 48% $652W6505A-2W6505B PINX 100 WS-PIPE AC 0 0 0 1985 44.6 90 1560.89 3289.05 50 150 $6,690 0.55 $3,706 48% $1,9272W6505B PIN 0 179 WS-VALVE DI 0 0 0 1985 0 90 1560.89 3311.38 40 100 1000 $1,000 0.55 $554 60% $2222W6505B-2W5912 PIN 100 WS-PIPE AC 0 0 0 1985 2.1 92 1560.86 3312.41 50 150 $315 0.55 $174 48% $912W6506 SPRX 0 179 WS-VALVE DI 0 0 0 1985 0 0 1670.02 3265.39 40 150 2020 $2,020 0.55 $1,119 60% $4482W6506-2W6507 SPRX 150 WS-PIPE AC 0 0 0 1985 189.9 0 1745.42 3265.5 50 235 $44,627 0.55 $24,721 48% $12,8552W6507 1AV 0 147 WS-VALVE DI 0 0 0 1985 0 90 1820.77 3304.69 40 150 2020 $2,020 0.55 $1,119 60% $4482W6507-2W5906 PINX 150 WS-PIPE AC 0 0 0 1985 7 90 1820.76 3308.19 50 235 $1,645 0.55 $911 48% $4742W6601 COT 0 182 WS-VALVE DI 0 0 0 1985 0 64 898.15 3491.28 40 150 2020 $2,020 0.55 $1,119 60% $4482W6601-2W6602 COT 150 WS-PIPE AC 0 0 0 1985 118.1 89 913.58 3563.74 50 235 $27,754 0.55 $15,374 48% $7,9942W6602 COT 0 182 WS-HYDRT DI 0 0 0 1985 0 268 914.42 3606.05 50 7300 $7,300 0.55 $4,044 48% $2,1032W6701 PSDX 0 179 WS-VALVE DI 0 0 0 1985 0 298 1260.6 3301.53 40 150 2020 $2,020 0.55 $1,119 60% $4482W6701-2W6702 PSDX 150 WS-PIPE AC 0 0 0 1985 123.1 298 1254.2 3313.43 50 235 $28,929 0.55 $16,025 48% $8,3332W6702 PSDX 0 179 WS-CONCT 0 0 0 1985 0 0 1156.75 3352.9 50 0.55 $0 48% $02W6801 PSDX 0 179 WS-VALVE DI 0 0 0 1985 0 117 1284.5 3311.69 40 150 2020 $2,020 0.55 $1,119 60% $4482W6801-2W6802 PSDX 150 WS-PIPE AC 0 0 0 1985 103.5 296 1261.84 3358.23 50 235 $24,323 0.55 $13,473 48% $7,0062W6802 PSDX 0 179 WS-PLUG DI 0 0 0 1985 0 296 1239.19 3404.77 40 0.55 $0 60% $02W6901 MAP 0 182 WS-VALVE DI 0 0 0 1985 0 93 1093.72 3042.71 40 150 2020 $2,020 0.55 $1,119 60% $4482W6901-2W6005 MAP 150 WS-PIPE AC 0 0 0 1985 11.9 94 1093.35 3048.65 50 235 $2,797 0.55 $1,549 48% $8062W6901-2W6902 MAP 150 WS-PIPE AC 0 0 0 1985 79.5 94 1096.16 3003.01 50 235 $18,683 0.55 $10,349 48% $5,3822W6902 MAP 0 182 WS-TEE DI 0 0 0 1985 0 0 1098.61 2963.32 40 0.55 $0 60% $02W6902-2W5805 WBC 150 WS-PIPE AC 0 0 0 1985 11 4 1104.1 2963.66 50 235 $2,585 0.55 $1,432 48% $7452W7001 LPCX 0 182 WS-VALVE DI 0 0 0 1985 0 100 803.36 3397.88 40 150 2020 $2,020 0.55 $1,119 60% $4482W7001-2W6104 BSCX 150 WS-PIPE AC 0 0 0 1985 121 61 826.04 3461.05 50 235 $28,435 0.55 $15,751 48% $8,1912W7001-2W7002 LPCX 150 WS-PIPE AC 0 0 0 1985 4.6 97 803.55 3396.23 50 235 $1,081 0.55 $599 48% $3112W7002 LPCX 0 182 WS-REDUC DI 0 0 0 1985 0 218 803.14 3393.51 40 0.55 $0 60% $02W7002-2W7003 LPCX 200 WS-PIPE AC 0 0 0 1985 1.6 42 802.56 3392.99 50 290 $464 0.55 $257 48% $1342W7003 LPCX 0 182 WS-TEE DI 0 0 0 1985 0 0 801.99 3392.46 40 0.55 $0 60% $02W7003-2W7004 LPCX 200 WS-PIPE AC 0 0 0 1985 2.7 318 802.99 3391.55 50 290 $783 0.55 $434 48% $2262W7003-2W7101 PINX 200 WS-PIPE AC 0 0 0 1985 154.2 304 711.98 3363 50 290 $44,718 0.55 $24,771 48% $12,8812W7004 LPCX 0 182 WS-VALVE DI 0 0 0 1985 0 319 804 3390.63 40 200 2800 $2,800 0.55 $1,551 60% $620

0764-260-00 16 / 18 27/03/2009


Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20092W7004-2W7005 LPCX 200 WS-PIPE Steel 0 0 0 1985 60.3 320 823.81 3373.91 50 290 $17,487 0.55 $9,687 48% $5,0372W7005 LPC 0 182 WS-HYDRT DI 0 0 0 1985 0 324 849.35 3363.37 50 7300 $7,300 0.55 $4,044 48% $2,1032W7005-2W6305 LPC 200 WS-PIPE Steel 0 0 0 1985 130.4 304 886.24 3286.83 50 290 $37,816 0.55 $20,948 48% $10,8932W7101 PINX 0 182 WS-TEE DI 0 0 0 1985 0 0 694.72 3389.04 40 0.55 $0 60% $02W7101-2W7102 XXX 50 WS-PIPE CU 0 0 0 1985 6 33 697.23 3390.68 50 100 $600 0.55 $332 48% $1732W7102 PINX 0 182 WS-PLUG DI 0 0 0 1985 0 215 699.73 3392.32 40 0.55 $0 60% $02W7201 CENX 0 179 WS-VALVE DI 0 0 0 1985 0 89 1410.8 3147.13 40 150 2020 $2,020 0.55 $1,119 60% $4482W7201-2W7202 CENX 150 WS-PIPE AC 0 0 0 1985 117.4 339 1434.07 3097.7 50 235 $27,589 0.55 $15,283 48% $7,9472W7202 CEN 0 179 WS-VALVE DI 0 0 0 1985 0 304 1475.08 3068.05 40 150 2020 $2,020 0.55 $1,119 60% $4482W7202-2W7203 CEN 150 WS-PIPE AC 0 0 0 1985 2.7 309 1475.92 3067 50 235 $635 0.55 $351 48% $1832W7203 CEN 0 179 WS-HYDRT DI 0 0 0 1985 0 138 1476.77 3065.95 50 7300 $7,300 0.55 $4,044 48% $2,1032W7301 PSDX 0 179 WS-VALVE DI 1988 0 90 1406.06 3304.08 40 150 2020 $2,020 0.63 $1,265 53% $6012W7301-2W7302 PSDX 150 WS-PIPE AC 1988 72.9 90 1406.03 3267.63 50 235 $17,132 0.63 $10,725 42% $6,2212W7302 TAMX 0 179 WS-PLUG DI 0 0 0 1988 0 90 1406 3231.18 40 0.63 $0 53% $02W7401 RCD 0 179 WS-VALVE DI 0 0 0 1985 0 41 1540.29 2883.51 40 150 2020 $2,020 0.55 $1,119 60% $4482W7401-2W7402 RCD 150 WS-PIPE AC 0 0 0 1985 32.5 41 1528.01 2872.9 50 235 $7,638 0.55 $4,231 48% $2,2002W7402 RCD 0 179 WS-HYDRT DI 0 0 0 1985 0 100 1515.73 2862.29 50 7300 $7,300 0.55 $4,044 48% $2,1032W7501 DFR 0 413 WS-REDUC DI 0 0 0 1981 0 109 976.24 1495.75 40 0.44 $0 70% $02W7501-2W7502 DFR 200 WS-PIPE PVC 0 0 0 1981 2.7 22 977.11 1496.09 75 290 $783 0.44 $341 37% $2142W7502 DFR 0 413 WS-VALVE DI 0 0 0 1981 0 152 978.69 1496.04 40 200 2800 $2,800 0.44 $1,219 70% $3662W7502-2W7503 SPA 200 WS-PIPE PVC 0 0 0 1981 123.9 349 1049.47 1466.05 75 290 $35,931 0.44 $15,639 37% $9,8002W7503 SPA 0 413 WS-REDUC DI 0 0 0 1981 0 78 1090.8 1451.44 40 0.44 $0 70% $02W7503-2W7504 SPA 250 WS-PIPE PVC 0 0 0 1981 1.6 349 1091.57 1451.3 75 350 $560 0.44 $244 37% $1532W7504 SPA 0 413 WS-TEE DI 0 0 0 1981 0 0 1092.34 1451.15 40 0.44 $0 70% $02W7504-2W7505 SPA 250 WS-PIPE PVC 0 0 0 1981 58 27 1121.1 1462.09 75 350 $20,300 0.44 $8,835 37% $5,5372W7505 SPA 0 413 WS-HYDRT DI 0 0 0 1981 0 208 1144.43 1474.06 50 7300 $7,300 0.44 $3,177 56% $1,3982W7505-2W7506 SPA 250 WS-PIPE PVC 0 0 0 1981 185 72 1187.38 1539.6 75 350 $64,750 0.44 $28,182 37% $17,6612W7506 SPA 0 413 WS-HYDRT DI 0 0 0 1981 0 297 1184.11 1632.94 50 7300 $7,300 0.44 $3,177 56% $1,3982W7506-2W7507 SPA 250 WS-PIPE PVC 0 0 0 1981 3.6 297 1183.29 1634.56 75 350 $1,260 0.44 $548 37% $3442W7507 SPA 0 413 WS-TEE DI 0 0 0 1981 0 0 1182.47 1636.18 40 0.44 $0 70% $02W7507-2W7508 SPA 250 WS-PIPE PVC 0 0 0 1981 12.4 341 1176.65 1640.17 75 350 $4,340 0.44 $1,889 37% $1,1842W7507-2W7601 SPA 150 WS-PIPE PVC 0 0 0 1981 1.9 36 1183.23 1636.72 75 235 $447 0.44 $194 37% $1222W7508 SPA 0 413 WS-VALVE DI 0 0 0 1981 0 341 1172.05 1641.71 40 150 2020 $2,020 0.44 $879 70% $2642W7508-2W7509 SPA 150 WS-PIPE PVC 0 0 0 1981 2.6 346 1170.77 1642.02 75 235 $611 0.44 $266 37% $1672W7509 SPA 0 413 WS-PLUG DI 0 0 0 1981 0 342 1169.49 1642.34 40 0.44 $0 70% $02W7601 SPA 0 421 WS-VALVE DI 0 0 0 1981 0 38 1183.99 1637.27 40 150 2020 $2,020 0.44 $879 70% $2642W7601-2W7602 SPA 150 WS-PIPE PVC 0 0 0 1981 87.5 47 1203.21 1657.99 75 235 $20,563 0.44 $8,950 37% $5,6082W7602 SPA 0 421 WS-TEE DI 0 0 0 1981 0 80 1217.38 1709.29 40 0.44 $0 70% $02W7602-2W7603 SPA 150 WS-PIPE PVC 0 0 0 1981 4.1 96 1217.18 1711.33 75 235 $964 0.44 $419 37% $2632W7602-2W7701 SPA 150 WS-PIPE PVC 0 0 0 1981 12.7 9 1223.66 1710.33 75 235 $2,985 0.44 $1,299 37% $8142W7603 SPA 0 421 WS-PLUG DI 0 0 0 1981 0 280 1216.98 1713.36 40 0.44 $0 70% $02W7701 SPA 0 421 WS-HYDRT DI 0 0 0 1981 0 190 1229.95 1711.37 50 7300 $7,300 0.44 $3,177 56% $1,3982W7701-2W7702 SPA 150 WS-PIPE PVC 0 0 0 1981 5.8 8 1232.82 1711.78 75 235 $1,363 0.44 $593 37% $3722W7702 SPA 0 421 WS-PLUG DI 0 0 0 1981 0 189 1235.69 1712.2 40 0.44 $0 70% $02W7801 SPA 0 413 WS-VALVE DI 0 0 0 1981 0 80 1081.62 1394.29 40 250 3400 $3,400 0.44 $1,480 70% $4442W7801-2W7504 SPA 250 WS-PIPE PVC 0 0 0 1981 57.9 79 1086.98 1422.72 75 350 $20,265 0.44 $8,820 37% $5,5272W7801-2W7802 SPA 250 WS-PIPE PVC 0 0 0 1981 2.3 81 1081.44 1393.17 75 350 $805 0.44 $350 37% $2202W7802 SPA 0 413 WS-PLUG DI 0 0 0 1981 0 78 1081.25 1392.06 40 0.44 $0 70% $02W7901 JUN 0 183 WS-VALVE DI 0 0 0 1971 0 353 1276.57 2663.84 40 150 2020 $2,020 0.18 $371 95% $192W7901-2W7902 JUN 150 WS-PIPE AC 0 0 0 1971 124.8 59 1340.19 2693.89 50 235 $29,328 0.18 $5,390 76% $1,2932W7902 JUN 0 183 WS-HYDRT DI 0 0 0 1971 0 239 1361.6 2729.03 50 7300 $7,300 0.18 $1,342 76% $3222W7902-2W7903 JUN 150 WS-PIPE AC 0 0 0 1971 177.7 4 1322.93 2800.02 50 235 $41,760 0.18 $7,674 76% $1,8422W7903 JUN 0 183 WS-HYDRT DI 0 0 0 1971 0 0 1276.87 2797.18 50 7300 $7,300 0.18 $1,342 76% $3222W7903-2W7904 ESD 150 WS-PIPE AC 0 0 0 1971 4.7 4 1274.54 2797.04 50 235 $1,105 0.18 $203 76% $492W7904 JUN 0 183 WS-VALVE DI 0 0 0 1971 0 0 1272.22 2796.9 40 150 2020 $2,020 0.18 $371 95% $19

0764-260-00 17 / 18 27/03/2009


Lifespan

valvesize

Unitcost

2008 2008 CostCPI

Ratio

yearinstalled

cost

lifeusedas of

TCA(2009)

ID SS SZ FL BN FT MA MN PR LR LI YR RC NM LN AN FA FB FC EA NO 20092W7904-2W5114 JUN 150 WS-PIPE AC 0 0 0 1971 12.1 3 1266.93 2796.62 50 235 $2,844 0.18 $523 76% $1252W8001 PYR 0 510 WS-VALVE DI 0 0 0 1971 0 91 1948.63 3312.7 40 150 2020 $2,020 0.18 $371 95% $192W8001-2W8002 PINX 150 WS-PIPE AC 0 0 0 1971 78.9 92 1947.34 3352.13 50 235 $18,542 0.18 $3,407 76% $8182W8002 PINX 0 510 WS-CONCT 0 0 0 1971 0 0 1946.05 3391.55 50 0.18 $0 76% $02W8101 ESD 0 183 WS-VALVE DI 0 0 0 1971 0 0 1268.72 2598.78 40 150 2020 $2,020 0.18 $371 95% $192W8101-2W8102 ESDX 150 WS-PIPE AC 0 0 0 1971 76.4 358 1306.89 2597.29 50 235 $17,954 0.18 $3,299 76% $7922W8102 ESDX 0 183 WS-PLUG DI 0 0 0 1971 0 182 1345.06 2595.8 40 0.18 $0 95% $02W8201 DOG 0 183 WS-VALVE DI 0 0 0 1975 0 352 1239.97 2362.81 40 150 2020 $2,020 0.25 $515 85% $772W8201-2W8202 DOG 150 WS-PIPE AC 0 0 0 1975 78.9 353 1279.12 2358.09 50 235 $18,542 0.25 $4,728 68% $1,5132W8202 DOG 0 183 WS-VALVE DI 0 0 0 1975 0 354 1318.28 2353.37 40 150 2020 $2,020 0.25 $515 85% $772W8202-2W8203 DOG 150 WS-PIPE AC 0 0 0 1975 3 352 1319.78 2353.16 50 235 $705 0.25 $180 68% $582W8203 DOG 0 183 WS-PLUG DI 0 0 0 1975 0 170 1321.28 2352.94 40 0.25 $0 85% $02W8301 WOP 0 183 WS-VALVE DI 0 0 0 1975 0 324 1186.29 2263.71 40 150 2020 $2,020 0.25 $515 85% $772W8301-2W8302 WOP 150 WS-PIPE AC 0 0 0 1975 43.1 323 1201.87 2252.02 50 235 $10,129 0.25 $2,583 68% $8262W8302 WOP 0 183 WS-TEE DI 0 0 0 1975 0 0 1221.3 2238.79 40 0.25 $0 85% $02W8302-2W8303 WOP 150 WS-PIPE AC 0 0 0 1975 68.1 338 1239.33 2231.51 50 235 $16,004 0.25 $4,081 68% $1,3062W8303 WOP 0 183 WS-HYDRT DI 0 0 0 1975 0 251 1265.7 2252.22 50 7300 $7,300 0.25 $1,861 68% $5962W8303-2W8302 WOP 150 WS-PIPE AC 0 0 0 1975 66.9 48 1234.22 2254.63 50 235 $15,722 0.25 $4,009 68% $1,2832W8401 PIN 0 147 WS-VALVE DI 0 0 0 1975 0 90 1902.77 3304.7 40 150 2050 $0 0.25 $0 85% $02W8401-2W8402 ASPX 150 WS-PIPE AC 0 0 0 1985 142.4 36 1848.84 3263.71 50 2352W8402 ASPX 0 WS-PLUG DI 0 0 0 0 0 41 1792.88 3218.18 40

0764-260-00 18 / 18 27/03/2009




Appendix DStormwater

District of Sparwoo Infrastructure Management Program, 2008 Storm

lifespan

yearinstalled

cost

% of lifespan

used asof TCA as of

Facility ID Sreet ID Size SF (asbuild)BN MA(mat type)EL IA IB SL LI (last Insp)YR (inst. Year)RC LN NM FA FB Unit cost 20082008 Cost CPI Ratio 2009 20091T2001 CYP 0 210 SD-MH CONC 1160.944 0 0 0 0 1982 0 ST-20 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$1T2002 CYP 0 210 SD-MH CONC 1160.569 0 0 0 0 1982 0 ST-20 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$1T2003 CYP 0 210 SD-MH CONC 1160.214 0 0 0 0 1982 0 ST-20 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$1T2104 CYD 0 204 SD-MH CONC 1159.804 0 0 0 0 1982 0 ST-21 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$1T0102 PONX 0 21 SD-MH CONC 1143.841 0 0 0 0 1980 0 ST-01 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0103 XXX 0 217 SD-MH CONC 1136.16 0 0 0 0 1980 0 ST-01 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0104 MATX 0 217 SD-MH CONC 1133.143 0 0 0 0 1980 0 ST-01 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0105 MATX 0 217 SD-MH CONC 1128.488 0 0 0 0 1980 0 ST-01 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0202 PON 0 21 SD-MH CONC 1150.04 0 0 0 0 1980 0 ST-02 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0203 PON 0 21 SD-MH CONC 1149.93 0 0 0 0 1980 0 ST-02 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0301 PON 0 21 SD-MH CONC 1152.32 0 0 0 0 1980 0 ST-03 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0302 PON 0 21 SD-MH CONC 1151.31 0 0 0 0 1980 0 ST-03 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0401 PYR 0 21 SD-MH CONC 1161.86 0 0 0 0 1980 0 ST-04 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0402 PYR 0 21 SD-MH CONC 1159.94 0 0 0 0 1980 0 ST-04 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0403 PYR 0 21 SD-MH CONC 1159.45 0 0 0 0 1980 0 ST-04 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0404 PYR 0 21 SD-MH CONC 1157.99 0 0 0 0 1980 0 ST-04 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0405 PYR 0 21 SD-MH CONC 1154.85 0 0 0 0 1980 0 ST-04 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0406 PYR 0 21 SD-MH CONC 1153.96 0 0 0 0 1980 0 ST-04 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0407 PYR 0 21 SD-MH CONC 1153.31 0 0 0 0 1980 0 ST-04 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0501 SYC 0 21 SD-MH CONC 0 0 0 0 0 1980 0 ST-05 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0502 SYC 0 21 SD-MH CONC 1164.72 0 0 0 0 1980 0 ST-05 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0503 SYC 0 21 SD-MH CONC 1162.25 0 0 0 0 1980 0 ST-05 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0601 PYR 0 21 SD-MH CONC 1162.95 0 0 0 0 1980 0 ST-06 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0602 PYR 0 21 SD-MH CONC 1161.47 0 0 0 0 1980 0 ST-06 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0603 PYR 0 21 SD-MH CONC 1161.7 0 0 0 0 1980 0 ST-06 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0701 HIC 0 21 SD-MH CONC 1160.09 0 0 0 0 1980 0 ST-07 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0702 HIC 0 21 SD-MH CONC 1157.18 0 0 0 0 1980 0 ST-07 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0703 HIC 0 21 SD-MH CONC 1155.66 0 0 0 0 1980 0 ST-07 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0704 HIC 0 21 SD-MH CONC 1154.42 0 0 0 0 1980 0 ST-07 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0705 HIC 0 21 SD-MH CONC 1153.63 0 0 0 0 1980 0 ST-07 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0706 HIC 0 21 SD-MH CONC 1153.11 0 0 0 0 1980 0 ST-07 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0801 HIC 0 21 SD-MH CONC 1159.25 0 0 0 0 1980 0 ST-08 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0802 HIC 0 21 SD-MH CONC 1156.29 0 0 0 0 1980 0 ST-08 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0803 HIC 0 21 SD-MH CONC 1154.84 0 0 0 0 1980 0 ST-08 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0804 HIC 0 21 SD-MH CONC 1153.07 0 0 0 0 1980 0 ST-08 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0805 HIC 0 21 SD-MH CONC 1153.57 0 0 0 0 1980 0 ST-08 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T0901 HIC 0 21 SD-MH CONC 1156.29 0 0 0 0 1980 0 ST-09 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1003 PONX 0 21 SD-MH CONC 1145.795 0 0 0 0 1980 0 ST-10 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1004 MATX 0 217 SD-MH CONC 1144.81 0 0 0 0 1980 0 ST-10 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1005 MATX 0 217 SD-MH CONC 1143.058 0 0 0 0 1980 0 ST-10 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1006 MATX 0 217 SD-MH CONC 1130.009 0 0 0 0 1980 0 ST-10 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1007 MATX 0 217 SD-MH CONC 1127.79 0 0 0 0 1980 0 ST-10 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1101 PIN 0 2 SD-MH CONC 1169.77 0 0 0 0 1980 0 ST-11 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1102 PON 0 2 SD-MH CONC 1171.04 0 0 0 0 1980 0 ST-11 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1103 PON 0 2 SD-MH CONC 1169.54 0 0 0 0 1980 0 ST-11 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1104 PON 0 2 SD-MH CONC 1166.69 0 0 0 0 1980 0 ST-11 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1105 PON 0 21 SD-MH CONC 1162.77 0 0 0 0 1980 0 ST-11 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1106 PON 0 21 SD-MH CONC 1156.69 0 0 0 0 1980 0 ST-11 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1107 PON 0 21 SD-MH CONC 1151.9 0 0 0 0 1980 0 ST-11 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1108 PON 0 21 SD-MH CONC 1150.18 0 0 0 0 1980 0 ST-11 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1109 PON 0 21 SD-MH CONC 1150 0 0 0 0 1980 0 ST-11 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1110 PON 0 21 SD-MH CONC 1150.27 0 0 0 0 1980 0 ST-11 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1111 PON 0 21 SD-MH CONC 1150.85 0 0 0 0 1980 0 ST-11 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1201 PYC 0 21 SD-MH CONC 1153.59 0 0 0 0 1980 0 ST-12 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$1T1401 SYC 0 3 SD-MH CONC 1175.98 0 0 0 0 1982 0 ST-14 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$1T1402 SYC 0 3 SD-MH CONC 1175.8 0 0 0 0 1982 0 ST-14 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$1T1403 SYC 0 3 SD-MH CONC 1173.91 0 0 0 0 1982 0 ST-14 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$1T2105 CYD 0 204 SD-MH CONC 1159.544 0 0 0 0 1984 0 ST-21 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$1T2106 CYD 0 204 SD-MH CONC 1159.229 0 0 0 0 1984 0 ST-21 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$1T2107 CYD 0 204 SD-MH CONC 1159.042 0 0 0 0 1984 0 ST-21 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$

0764-260-00 1 / 4 27/03/2009


lifespan

yearinstalled

cost

% of lifespan

used asof TCA as of

Facility ID Sreet ID Size SF (asbuild)BN MA(mat type)EL IA IB SL LI (last Insp)YR (inst. Year)RC LN NM FA FB Unit cost 20082008 Cost CPI Ratio 2009 20091T2108 CYD 0 204 SD-MH CONC 1158.519 0 0 0 0 1984 0 ST-21 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$1T2109 CYD 0 203 SD-MH CONC 1159.096 0 0 0 0 1984 0 ST-21 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$1T2110 CYD 0 203 SD-MH CONC 1157.519 0 0 0 0 1984 0 ST-21 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$1T2111 CYD 0 203 SD-MH CONC 1157.232 0 0 0 0 1984 0 ST-21 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$1T2112 CYD 0 203 SD-MH CONC 1156.983 0 0 0 0 1984 0 ST-21 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$1T2113 CYD 0 203 SD-MH CONC 1156.744 0 0 0 0 1984 0 ST-21 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$1T2201 CYD 0 206 SD-MH CONC 1157.035 0 0 0 0 1984 0 ST-22 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$1T2202 CYD 0 206 SD-MH CONC 1156.672 0 0 0 0 1984 0 ST-22 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$1T2203 CYD 0 206 SD-MH CONC 1157.409 0 0 0 0 1984 0 ST-22 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$1T2204 CYD 0 206 SD-MH CONC 1157.379 0 0 0 0 1984 0 ST-22 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$1T2205 CYD 0 206 SD-MH CONC 1157.104 0 0 0 0 1984 0 ST-22 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$1T2301 WIL 0 207 SD-MH CONC 999 0 0 0 0 1982 0 ST-23 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$1T2302 WIL 0 207 SD-MH CONC 999 0 0 0 0 1982 0 ST-23 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$1T2303 WIL 0 207 SD-MH CONC 999 0 0 0 0 1982 0 ST-23 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$1T2304 WIL 0 207 SD-MH CONC 999 0 0 0 0 1982 0 ST-23 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$1T2401 BIR 0 207 SD-MH CONC 999 0 0 0 0 1982 0 ST-24 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$1T2501 BRI 0 25 SD-MH CONC 999 0 0 0 0 1982 0 ST-25 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$1T2601 WIL 0 207 SD-MH CONC 999 0 0 0 0 1982 0 ST-26 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$1T2701 WOO 0 25 SD-MH CONC 999 0 0 0 0 1982 0 ST-27 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$1T2702 WOO 0 25 SD-MH CONC 999 0 0 0 0 1982 0 ST-27 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$1T2801 VVD 0 201 SD-MH CONC 999 0 0 0 0 1981 0 ST-28 75 7,150$ 7,150$ 0.44 3,112$ 37% 1,950$1T2802 VVD 0 201 SD-MH CONC 999 0 0 0 0 1981 0 ST-28 75 7,150$ 7,150$ 0.44 3,112$ 37% 1,950$1T2803 VVD 0 210 SD-MH CONC 999 0 0 0 0 1981 0 ST-28 75 7,150$ 7,150$ 0.44 3,112$ 37% 1,950$1T2804 VVD 0 201 SD-MH CONC 999 0 0 0 0 1981 0 ST-28 75 7,150$ 7,150$ 0.44 3,112$ 37% 1,950$1T2805 VVD 0 201 SD-MH CONC 999 0 0 0 0 1981 0 ST-28 75 7,150$ 7,150$ 0.44 3,112$ 37% 1,950$1T2806 VVD 0 201 SD-MH CONC 999 0 0 0 0 1981 0 ST-28 75 7,150$ 7,150$ 0.44 3,112$ 37% 1,950$1T2807 VVD 0 27 SD-MH CONC 999 0 0 0 0 1981 0 ST-28 75 7,150$ 7,150$ 0.44 3,112$ 37% 1,950$1T2901 VVD 0 27 SD-MH CONC 999 0 0 0 0 1981 0 ST-29 75 7,150$ 7,150$ 0.44 3,112$ 37% 1,950$1T2902 VVD 0 27 SD-MH CONC 999 0 0 0 0 1981 0 ST-29 75 7,150$ 7,150$ 0.44 3,112$ 37% 1,950$1T2903 VVD 0 27 SD-MH CONC 999 0 0 0 0 1981 0 ST-29 75 7,150$ 7,150$ 0.44 3,112$ 37% 1,950$1T2904 VVD 0 27 SD-MH CONC 999 0 0 0 0 1981 0 ST-29 75 7,150$ 7,150$ 0.44 3,112$ 37% 1,950$1T3001 VVP 0 26 SD-MH CONC 999 0 0 0 0 1981 0 ST-30 75 7,150$ 7,150$ 0.44 3,112$ 37% 1,950$2T5001 PIN 0 182 SD-MH CONC 1115.433 0 0 0 0 1984 0 ST-50 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5002 PIN 0 182 SD-MH CONC 999 0 0 0 0 1984 0 ST-50 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5003 PIN 0 182 SD-MH CONC 1115.178 0 0 0 0 1984 0 ST-50 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5004 PIN 0 182 SD-MH CONC 1114.825 0 0 0 0 1984 0 ST-50 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5101 RCD 0 179 SD-MH CONC 999 0 0 0 0 1974 0 ST-51 75 7,150$ 7,150$ 0.23 1,647$ 47% 878$2T5102 RCD 0 182 SD-MH CONC 999 0 0 0 0 1971 0 ST-51 75 7,150$ 7,150$ 0.18 1,314$ 51% 648$2T5103 RCD 0 182 SD-MH CONC 999 0 0 0 0 1971 0 ST-51 75 7,150$ 7,150$ 0.18 1,314$ 51% 648$2T5104 PIN 0 182 SD-MH CONC 1114.783 0 0 0 0 1971 0 ST-51 75 7,150$ 7,150$ 0.18 1,314$ 51% 648$2T5105 RCD 0 182 SD-MH CONC 999 0 0 0 0 1984 0 ST-51 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5106 RCDX 0 182 SD-MH CONC 999 0 0 0 0 1971 0 ST-51 75 7,150$ 7,150$ 0.18 1,314$ 51% 648$2T5201 HEM 0 179 SD-MH CONC 1136.06 0 0 0 0 1984 0 ST-52 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5202 HEM 0 179 SD-MH CONC 1136.27 0 0 0 0 1984 0 ST-52 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5203 HEM 0 179 SD-MH CONC 1136.416 0 0 0 0 1984 0 ST-52 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5204 PSD 0 179 SD-MH CONC 1136.275 0 0 0 0 1984 0 ST-52 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5205 PSD 0 179 SD-MH CONC 1136.865 0 0 0 0 1984 0 ST-52 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5206 PIN 0 179 SD-MH CONC 1137.032 0 0 0 0 1984 0 ST-52 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5207 PIN 0 179 SD-MH CONC 1137.819 0 0 0 0 1971 0 ST-52 75 7,150$ 7,150$ 0.18 1,314$ 51% 648$2T5208 PIN 0 179 SD-MH CONC 1138.395 0 0 0 0 1971 0 ST-52 75 7,150$ 7,150$ 0.18 1,314$ 51% 648$2T5301 SPR 0 179 SD-MH CONC 1135.525 0 0 0 0 1971 0 ST-53 75 7,150$ 7,150$ 0.18 1,314$ 51% 648$2T5302 SPR 0 179 SD-MH CONC 1136.65 0 0 0 0 1971 0 ST-53 75 7,150$ 7,150$ 0.18 1,314$ 51% 648$2T5401 RCD 0 179 SD-MH CONC 1135.264 0 0 0 0 1971 0 ST-54 75 7,150$ 7,150$ 0.18 1,314$ 51% 648$2T5402 CEN 0 179 SD-MH CONC 1135.718 0 0 0 0 1971 0 ST-54 75 7,150$ 7,150$ 0.18 1,314$ 51% 648$2T5403 CEN 0 179 SD-MH CONC 1129.35 0 0 0 0 1971 0 ST-54 75 7,150$ 7,150$ 0.18 1,314$ 51% 648$2T5404 CEN 0 179 SD-MH CONC 1133.18 0 0 0 0 1971 0 ST-54 75 7,150$ 7,150$ 0.18 1,314$ 51% 648$2T5501 RCD 0 179 SD-MH CONC 1135.752 0 0 0 0 1971 0 ST-55 75 7,150$ 7,150$ 0.18 1,314$ 51% 648$2T5502 RCD 0 179 SD-MH CONC 1135.618 0 0 0 0 1971 0 ST-55 75 7,150$ 7,150$ 0.18 1,314$ 51% 648$2T5503 CENX 0 179 SD-MH CONC 1136.252 0 0 0 0 1971 0 ST-55 75 7,150$ 7,150$ 0.18 1,314$ 51% 648$2T5601 RCDX 0 179 SD-MH CONC 1117.719 0 0 0 0 1984 0 ST-56 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$

0764-260-00 2 / 4 27/03/2009


lifespan

yearinstalled

cost

% of lifespan

used asof TCA as of

Facility ID Sreet ID Size SF (asbuild)BN MA(mat type)EL IA IB SL LI (last Insp)YR (inst. Year)RC LN NM FA FB Unit cost 20082008 Cost CPI Ratio 2009 20092T5602 RCDX 0 179 SD-MH CONC 1117.659 0 0 0 0 1984 0 ST-56 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5603 RCDX 0 179 SD-MH CONC 999 0 0 0 0 1984 0 ST-56 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5606 JUNX 0 102 SD-MH CONC 1115.652 0 0 0 0 1984 0 ST-56 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5607 JUNX 0 102 SD-MH CONC 1114.885 0 0 0 0 1984 0 ST-56 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5701 ESD 0 102 SD-MH CONC 999 0 0 0 0 1984 0 ST-57 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5702 ESD 0 102 SD-MH CONC 1114.005 0 0 0 0 1984 0 ST-57 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5703 ESD 0 102 SD-MH CONC 1113.004 0 0 0 0 1984 0 ST-57 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5704 ALD 0 102 SD-MH CONC 1112.279 0 0 0 0 1984 0 ST-57 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5705 ALD 0 102 SD-MH CONC 1112.837 0 0 0 0 1984 0 ST-57 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5801 PYC 0 102 SD-MH CONC 1114.144 0 0 0 0 1984 0 ST-58 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5802 PYC 0 102 SD-MH CONC 1114.075 0 0 0 0 1984 0 ST-58 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5803 PYC 0 102 SD-MH CONC 1113.481 0 0 0 0 1984 0 ST-58 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5804 PYC 0 102 SD-MH CONC 1113.843 0 0 0 0 1984 0 ST-58 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5805 MAP 0 102 SD-MH CONC 1113.181 0 0 0 0 1984 0 ST-58 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5806 MAP 0 102 SD-MH CONC 1113.298 0 0 0 0 1984 0 ST-58 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5807 MAPX 0 102 SD-MH CONC 1114.425 0 0 0 0 1984 0 ST-58 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5808 PIN 0 102 SD-MH CONC 1113.687 0 0 0 0 1984 0 ST-58 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5901 PIN 0 102 SD-MH CONC 1114.02 0 0 0 0 1984 0 ST-59 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5902 PIN 0 102 SD-MH CONC 1114.095 0 0 0 0 1984 0 ST-59 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5903 PIN 0 102 SD-MH CONC 1113.735 0 0 0 0 1984 0 ST-59 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5904 PIN 0 102 SD-MH CONC 1113.168 0 0 0 0 1984 0 ST-59 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6001 ESD 0 102 SD-MH CONC 1114.263 0 0 0 0 1984 0 ST-60 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6002 ESD 0 102 SD-MH CONC 1114.081 0 0 0 0 1984 0 ST-60 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6003 ESD 0 102 SD-MH CONC 1113.795 0 0 0 0 1984 0 ST-60 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6004 ESD 0 102 SD-MH CONC 1113.498 0 0 0 0 1984 0 ST-60 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6005 ESD 0 102 SD-MH CONC 1113.351 0 0 0 0 1984 0 ST-60 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6006 PIN 0 102 SD-MH CONC 1113.126 0 0 0 0 1984 0 ST-60 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6007 ESD 0 102 SD-MH CONC 1113.266 0 0 0 0 1984 0 ST-60 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6008 ESD 0 102 SD-MH CONC 1112.968 0 0 0 0 1984 0 ST-60 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6009 ESD 0 102 SD-MH CONC 1112.9 0 0 0 0 1984 0 ST-60 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6010 ESD 0 102 SD-MH CONC 1112.79 0 0 0 0 1984 0 ST-60 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6011 ESD 0 102 SD-MH CONC 1113.56 0 0 0 0 1984 0 ST-60 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6101 RCC 0 102 SD-MH CONC 1113.603 0 0 0 0 1984 0 ST-61 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6102 RCC 0 102 SD-MH CONC 1113.4 0 0 0 0 1984 0 ST-61 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6103 RCC 0 102 SD-MH CONC 1113.268 0 0 0 0 1984 0 ST-61 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6201 PIN 0 102 SD-MH CONC 1112.922 0 0 0 0 1984 0 ST-62 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6202 PIN 0 102 SD-MH CONC 1112.635 0 0 0 0 1984 0 ST-62 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6203 PIN 0 102 SD-MH CONC 1112.762 0 0 0 0 1984 0 ST-62 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6204 PIN 0 102 SD-MH CONC 0 1112.662 0 0 0 1984 0 ST-62 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6205 PIN 0 102 SD-MH CONC 1112.872 0 0 0 0 1984 0 ST-62 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6206 PIN 0 102 SD-MH CONC 1112.634 0 0 0 0 1984 0 ST-62 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6207 PIN 0 102 SD-MH CONC 1112.106 0 0 0 0 1984 0 ST-62 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6208 PIN 0 102 SD-MH CONC 1111.754 0 0 0 0 1984 0 ST-62 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6302 DOGX 0 102 SD-MH CONC 1113.126 0 0 0 0 1984 0 ST-63 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6303 DOG 0 102 SD-MH CONC 1112.814 0 0 0 0 1984 0 ST-63 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6304 DOG 0 102 SD-MH CONC 1112.68 0 0 0 0 1984 0 ST-63 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6305 ESD 0 102 SD-MH CONC 1112.637 0 0 0 0 1984 0 ST-63 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6306 ESD 0 102 SD-MH CONC 1112.617 0 0 0 0 1984 0 ST-63 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6307 ESD 0 102 SD-MH CONC 1112.223 0 0 0 0 1984 0 ST-63 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6308 ESD 0 102 SD-MH CONC 1112.164 0 0 0 0 1984 0 ST-63 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6309 ESD 0 102 SD-MH CONC 1111.907 0 0 0 0 1984 0 ST-63 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6310 ESD 0 102 SD-MH CONC 1111.668 0 0 0 0 1984 0 ST-63 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6311 ESD 0 102 SD-MH CONC 1111.517 0 0 0 0 1984 0 ST-63 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6312 ESD 0 102 SD-MH CONC 1111.52 0 0 0 0 1984 0 ST-63 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6313 ESD 0 102 SD-MH CONC 1111.287 0 0 0 0 1984 0 ST-63 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6314 PIN 0 102 SD-MH CONC 1111.464 0 0 0 0 1984 0 ST-63 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6315 ESDX 0 102 SD-MH CONC 1111.689 0 0 0 0 1984 0 ST-63 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6316 ESDX 0 102 SD-MH CONC 1111.175 0 0 0 0 1984 0 ST-63 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6317 ESDX 0 102 SD-MH CONC 1111.37 0 0 0 0 1984 0 ST-63 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6401 PIN 0 102 SD-MH CONC 999 0 0 0 0 1984 0 ST-64 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$

0764-260-00 3 / 4 27/03/2009


lifespan

yearinstalled

cost

% of lifespan

used asof TCA as of

Facility ID Sreet ID Size SF (asbuild)BN MA(mat type)EL IA IB SL LI (last Insp)YR (inst. Year)RC LN NM FA FB Unit cost 20082008 Cost CPI Ratio 2009 20091T2101 CYD 0 204 SD-MH CONC 1161.032 0 0 0 0 1984 0 ST-21 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$1T2102 CYD 0 204 SD-MH CONC 1160.413 0 0 0 0 1984 0 ST-21 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$1T2103 CYD 0 204 SD-MH CONC 1160.159 0 0 0 0 1984 0 ST-21 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5706 ALD 0 102 SD-MH CONC 1112.787 0 0 0 0 1984 0 ST-57 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6501 BAL 0 102 SD-MH CONC 1113.115 0 0 0 0 1984 0 ST-65 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T6502 BAL 0 102 SD-MH CONC 1112.715 0 0 0 0 1984 0 ST-65 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$2T5105A RCD 0 182 SD-MH CONC 999 0 0 0 0 1984 0 ST-51 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$1T2305 WIL 0 207 SD-MH CONC 999 0 0 0 0 1982 0 ST-23 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$1T3101 WOO 0 25 SD-MH CONC 999 0 0 0 0 1982 0 ST-31 75 7,150$ 7,150$ 0.48 3,451$ 36% 2,209$2T5104A RCD 0 102 SD-MH CONC 999 0 0 0 0 1984 0 ST-51 75 7,150$ 7,150$ 0.53 3,810$ 33% 2,540$1T1009 MATX 0 217 SD-MH CONC 1123.225 0 0 0 0 1980 0 ST-10 75 7,150$ 7,150$ 0.39 2,766$ 39% 1,697$

0764-260-00 4 / 4 27/03/2009




Appendix ERoads

District of Sparwood Infrastructure Management Program, 2008 Roads

% lifeused as

of

value of liferemaining as

ofYEAR OFROAD

UPGRADES/PROGRAM

LENGTH (m)

SURFACETYPE

ROADWIDTH (m)

AREA(M2) 2008 2008 Year Cost Year Cost Year Cost Year Cost Year Cost Year Cost Year Cost

2nd Avenue 2006 70.0 ACP 10.9 763 $153 $116,739 30 7% $108,956 30 83 2036 $63,329 2066 $63,329 2096 $0 2126 $0 2156 $0 2186 $0 2216 $0305 A-K Road 1985 400.0 Gravel 5.1 2040 $83 $169,320 30 77% $39,508 30 40 2015 $81,600 2045 $81,600 2075 $81,600 2105 $0 2135 $0 2165 $0 2195 $03rd Avenue** $0 $0 $0 $0 $0 $0 $03rd Avenue 1990 95.0 ACP 10.9 1035.5 $153 $158,432 30 60% $63,373 30 83 2020 $85,947 2050 $85,947 2080 $85,947 2110 $0 2140 $0 2170 $0 2200 $04th Avenue 2006 55.0 ACP 11 605 $153 $92,565 30 7% $86,394 30 83 2036 $50,215 2066 $50,215 2096 $0 2126 $0 2156 $0 2186 $0 2216 $0Alderwood Street** $0 $0 $0 $0 $0 $0 $0Alderwood Street 1990 90.0 ACP 10.5 945 $153 $144,585 30 60% $57,834 30 83 2020 $78,435 2050 $78,435 2080 $78,435 2110 $0 2140 $0 2170 $0 2200 $0Alpine Place 2006 120.0 ACP 10.8 1296 $153 $198,288 30 7% $185,069 30 83 2036 $107,568 2066 $107,568 2096 $0 2126 $0 2156 $0 2186 $0 2216 $0Arbutus Road ** $0 $0 $0 $0 $0 $0 $0Arbutus Road 2000 600.0 ACP 8.5 5100 $153 $780,300 30 27% $572,220 15 83 2015 $423,300 2030 $423,300 2045 $423,300 2060 $423,300 2075 $423,300 2090 $0 2105 $0Aspen Drive** $0 $0 $0 $0 $0 $0 $0Aspen Drive (East to Hway 43) 1996 300.0 ACP 10 3000 $153 $459,000 30 40% $275,400 15 83 2011 $249,000 2026 $249,000 2041 $249,000 2056 $249,000 2071 $249,000 2086 $249,000 2101 $0Aspen Drive (Hway 43 to Red Cedar Drive) 2006 650.0 ACP 14 9100 $153 $1,392,300 30 7% $1,299,480 15 83 2021 $755,300 2036 $755,300 2051 $755,300 2066 $755,300 2081 $755,300 2096 $0 2111 $0Balsam Street** $0 $0 $0 $0 $0 $0 $0Balsam Street 2002 90.0 ACP 10.6 954 $153 $145,962 30 20% $116,770 30 83 2032 $79,182 2062 $79,182 2092 $0 2122 $0 2152 $0 2182 $0 2212 $0Birchwood Place 2002 50.0 ACP 10.3 515 $153 $78,795 30 20% $63,036 30 83 2032 $42,745 2062 $42,745 2092 $0 2122 $0 2152 $0 2182 $0 2212 $0Blue Spruce Crescent** $0 $0 $0 $0 $0 $0 $0Blue Spruce Crescent 2000 450.0 ACP 10.7 4815 $153 $736,695 30 27% $540,243 30 83 2030 $399,645 2060 $399,645 2090 $0 2120 $0 2150 $0 2180 $0 2210 $0Briarwood Place** $0 $0 $0 $0 $0 $0 $0Briarwood Place 2004 700.0 ACP 9.9 6930 $153 $1,060,290 30 13% $918,918 30 83 2034 $575,190 2064 $575,190 2094 $0 2124 $0 2154 $0 2184 $0 2214 $0Buckthorn Place** $0 $0 $0 $0 $0 $0 $0Buckthorn Road 2006 430.0 ACP 8.8 3784 $153 $578,952 30 7% $540,355 30 83 2036 $314,072 2066 $314,072 2096 $0 2126 $0 2156 $0 2186 $0 2216 $0Campground Road (entrance) 2002 100.0 ASBC 5.1 510 $153 $78,030 30 20% $62,424 15 83 2017 $42,330 2032 $42,330 2047 $42,330 2062 $42,330 2077 $42,330 2092 $0 2107 $0Centennial Square/Centennial Street** $0 $0 $0 $0 $0 $0 $0Centennial Square 2000 115.0 ACP 12.9 1483.5 $153 $226,976 30 27% $166,449 15 83 2015 $123,131 2030 $123,131 2045 $123,131 2060 $123,131 2075 $123,131 2090 $0 2105 $0Centennial Square 1985 80.0 ACP 5.4 432 $153 $66,096 30 77% $15,422 15 83 2000 $35,856 2015 $35,856 2030 $35,856 2045 $35,856 2060 $35,856 2075 $35,856 2090 $0Centennial Street 1992 60.0 ACP 11.5 690 $153 $105,570 30 53% $49,266 15 83 2007 $57,270 2022 $57,270 2037 $57,270 2052 $57,270 2067 $57,270 2082 $57,270 2097 $0Centennial Street 1985 120.0 ACP 13.3 1596 $153 $244,188 30 77% $56,977 15 83 2000 $132,468 2015 $132,468 2030 $132,468 2045 $132,468 2060 $132,468 2075 $132,468 2090 $0Corbin Road (40m E of R/R Track to Hway 3) 1985 400.0 ACP 7.8 3120 $153 $477,360 30 77% $111,384 15 83 2000 $258,960 2015 $258,960 2030 $258,960 2045 $258,960 2060 $258,960 2075 $258,960 2090 $0Corbin Road (820m East of Hway 3 to 40m E of R/R Track 1985 420.0 Gravel 8 3360 $83 $278,880 30 77% $65,072 15 40 2000 $134,400 2015 $134,400 2030 $134,400 2045 $134,400 2060 $134,400 2075 $134,400 2090 $0Cottonwood Street** $0 $0 $0 $0 $0 $0 $0Cottonwood Street 1996 130.0 ACP 10.8 1404 $153 $214,812 30 40% $128,887 30 83 2026 $116,532 2056 $116,532 2086 $116,532 2116 $0 2146 $0 2176 $0 2206 $0Cypress Drive** $0 $0 $0 $0 $0 $0 $0Cypress Drive 1994 910.0 ACP 10.7 9737 $153 $1,489,761 30 47% $794,539 30 83 2024 $808,171 2054 $808,171 2084 $808,171 2114 $0 2144 $0 2174 $0 2204 $0Cypress Place** $0 $0 $0 $0 $0 $0 $0Cypress Place 2000 110.0 ACP 10.6 1166 $153 $178,398 30 27% $130,825 30 83 2030 $96,778 2060 $96,778 2090 $0 2120 $0 2150 $0 2180 $0 2210 $0Dogwood Place** $0 $0 $0 $0 $0 $0 $0Dogwood Place 2004 90.0 ACP 10.8 972 $153 $148,716 30 13% $128,887 30 83 2034 $80,676 2064 $80,676 2094 $0 2124 $0 2154 $0 2184 $0 2214 $0Douglas Fir Road** $0 $0 $0 $0 $0 $0 $0Douglas Fir Road (Hway 3 to Douglas Fir Road) 2000 35.0 ACP 10 350 $153 $53,550 30 27% $39,270 15 83 2015 $29,050 2030 $29,050 2045 $29,050 2060 $29,050 2075 $29,050 2090 $0 2105 $0Douglas Fir Road (Finning Caterpillar to Mid Hway 3 Access) 2000 650.0 ACP 9.8 6370 $153 $974,610 30 27% $714,714 15 83 2015 $528,710 2030 $528,710 2045 $528,710 2060 $528,710 2075 $528,710 2090 $0 2105 $0Douglas Fir Road (Mid Hway 3 Access to Pine Avenue) 2000 525.0 ACP 11 5775 $153 $883,575 30 27% $647,955 15 83 2015 $479,325 2030 $479,325 2045 $479,325 2060 $479,325 2075 $479,325 2090 $0 2105 $0Douglas Fir Road (Pine Ave. to Skill Center Road) 2000 115.0 ACP 13.3 1529.5 $153 $234,014 30 27% $171,610 15 83 2015 $126,949 2030 $126,949 2045 $126,949 2060 $126,949 2075 $126,949 2090 $0 2105 $0Engelmann Spruce Drive** $0 $0 $0 $0 $0 $0 $0Engelmann Spruce Drive (Fire Hall Entrance to Cul-de-Sac) 2006 120.0 Gravel 10 1200 $83 $99,600 30 7% $92,960 20 40 2026 $48,000 2046 $48,000 2066 $48,000 2086 $48,000 2106 $0 2126 $0 2146 $0Engelmann Spruce Drive (Pine Avenue to Fire Hall Ent.) 2006 120.0 ACP 10 1200 $153 $183,600 30 7% $171,360 20 83 2026 $99,600 2046 $99,600 2066 $99,600 2086 $99,600 2106 $0 2126 $0 2146 $0Engelmann Spruce Drive (Pine Avenue S to Pine Avenue N) 2006 980.0 ACP 10.5 10290 $153 $1,574,370 30 7% $1,469,412 20 83 2026 $854,070 2046 $854,070 2066 $854,070 2086 $854,070 2106 $0 2126 $0 2146 $0Engelmann Spruce Drive (Eng Spruce Drive to Mountain Ash Cres.) 1985 85.0 ASBC 2.9 246.5 $153 $37,715 30 77% $8,800 20 83 2005 $20,460 2025 $20,460 2045 $20,460 2065 $20,460 2085 $20,460 2105 $0 2125 $0Esso Bulk Road 1985 90.0 Gravel 6 540 $83 $44,820 30 77% $10,458 15 40 2000 $21,600 2015 $21,600 2030 $21,600 2045 $21,600 2060 $21,600 2075 $21,600 2090 $0Firehall No. 2 Access Road (Poderosa Drive to Fire Hall) 1985 24.4 ASBC 10.3 251.32 $153 $38,452 30 77% $8,972 15 83 2000 $20,860 2015 $20,860 2030 $20,860 2045 $20,860 2060 $20,860 2075 $20,860 2090 $0GN Road (Michelle Creek R. to End of Road) 1985 1,600.0 Gravel 7.5 12000 $83 $996,000 30 77% $232,400 30 40 2015 $480,000 2045 $480,000 2075 $480,000 2105 $0 2135 $0 2165 $0 2195 $0GN Road Stub (GN Road to End of Road) 1998 300.0 Gravel 5.5 1650 $83 $136,950 30 33% $91,300 30 40 2028 $66,000 2058 $66,000 2088 $0 2118 $0 2148 $0 2178 $0 2208 $0Golf Course Access Road 1998 290.0 ASBC 7 2030 $153 $310,590 30 33% $207,060 15 83 2013 $168,490 2028 $168,490 2043 $168,490 2058 $168,490 2073 $168,490 2088 $0 2103 $0Hemlock Road** $0 $0 $0 $0 $0 $0 $0Hemlock Road (Pine Spur Drive to Pine Ave.) 1998 220.0 ACP 10 2200 $153 $336,600 30 33% $224,400 30 83 2028 $182,600 2058 $182,600 2088 $0 2118 $0 2148 $0 2178 $0 2208 $0Hemlock Road (Spruce Ave. to Pine Spur Ave.) 1998 100.0 ACP 10.9 1090 $153 $166,770 30 33% $111,180 30 83 2028 $90,470 2058 $90,470 2088 $0 2118 $0 2148 $0 2178 $0 2208 $0Hemlock Road-N & S (Centennial Sq. to Spruce Ave.) 2002 130.0 ACP 9.2 1196 $153 $182,988 30 20% $146,390 30 83 2032 $99,268 2062 $99,268 2092 $0 2122 $0 2152 $0 2182 $0 2212 $0

Rehabilitation costs /years

LifeSpan

2008CONST.

COST

INFORMATION TAKEN FROM 1998 UMAREPORT (PAVEMENT MANAGEMENT STUDY)

LOCATION

Rehabilitiationcycle

upgradecost /m2

Rehabilitation Life

CycleUNIT

RATE

0764-260-00 1 / 3 27/03/2009


% lifeused as

of


ofYEAR OFROAD

UPGRADES/PROGRAM

LENGTH (m)

SURFACETYPE

ROADWIDTH (m)



LifeSpan

2008CONST.

COST


LOCATION


upgradecost /m2

Rehabilitation Life

CycleUNIT

RATEHickory Court 1996 40.0 ACP 25 1000 $153 $153,000 30 40% $91,800 30 83 2026 $83,000 2056 $83,000 2086 $83,000 2116 $0 2146 $0 2176 $0 2206 $0Hickory Court/Hickory Place** $0 $0 $0 $0 $0 $0 $0Hickory Crescent 1996 390.0 ACP 10.6 4134 $153 $632,502 30 40% $379,501 30 83 2026 $343,122 2056 $343,122 2086 $343,122 2116 $0 2146 $0 2176 $0 2206 $0Hickory Place 1996 45.0 ACP 10.6 477 $153 $72,981 30 40% $43,789 30 83 2026 $39,591 2056 $39,591 2086 $39,591 2116 $0 2146 $0 2176 $0 2206 $0Highway 43** 0 $0 $0 $0 $0 $0 $0 $0Industrial Road #1 1996 650.0 gravel 7.5 4875 $83 $404,625 30 40% $242,775 15 40 2011 $195,000 2026 $195,000 2041 $195,000 2056 $195,000 2071 $195,000 2086 $195,000 2101 $0Industrial Road #2 1998 200.0 asbc 10.2 2040 $153 $312,120 30 33% $208,080 15 83 2013 $169,320 2028 $169,320 2043 $169,320 2058 $169,320 2073 $169,320 2088 $0 2103 $0Industrial Road #3 (int. to Michel Creek Road) 1998 440.0 Gravel 7.7 3388 $83 $281,204 30 33% $187,469 15 40 2013 $135,520 2028 $135,520 2043 $135,520 2058 $135,520 2073 $135,520 2088 $0 2103 $0Juniper Court** 0 $0 $0 $0 $0 $0 $0 $0Juniper Crescent 1992 300.0 ACP 10.7 3210 $153 $491,130 30 53% $229,194 30 83 2022 $266,430 2052 $266,430 2082 $266,430 2112 $0 2142 $0 2172 $0 2202 $0Lane (2 Avenue to 4 Avenue) 2000 190.0 Gravel 5 950 $83 $78,850 30 27% $57,823 30 40 2030 $38,000 2060 $38,000 2090 $0 2120 $0 2150 $0 2180 $0 2210 $0Lane (Buckthorn Rd to Buckthorn Road) 2004 150.0 ACP 7 1050 $153 $160,650 30 13% $139,230 30 83 2034 $87,150 2064 $87,150 2094 $0 2124 $0 2154 $0 2184 $0 2214 $0Lane (Centennial Street to Hemlock Road) 2002 115.0 ACP 7.1 816.5 $153 $124,925 30 20% $99,940 30 83 2032 $67,770 2062 $67,770 2092 $0 2122 $0 2152 $0 2182 $0 2212 $0Lane (between Centennial Street and Spruce Ave.) 2002 240.0 ACP 8.6 2064 $153 $315,792 30 20% $252,634 30 83 2032 $171,312 2062 $171,312 2092 $0 2122 $0 2152 $0 2182 $0 2212 $0Lane (Mun Bldg. to Red Cedar Dr.) 2002 210.0 ACP 8.4 1764 $153 $269,892 30 20% $215,914 30 83 2032 $146,412 2062 $146,412 2092 $0 2122 $0 2152 $0 2182 $0 2212 $0Lane (Library Lane to Tamarack Ave.) 1998 340.0 Gravel 7 2380 $83 $197,540 30 33% $131,693 30 40 2028 $95,200 2058 $95,200 2088 $0 2118 $0 2148 $0 2178 $0 2208 $0Lane (Pine Spur Dr. to Hemlock Road) 1971 145.0 Gravel 4 580 $83 $48,140 30 123% $0 30 40 2001 $23,200 2031 $23,200 2061 $23,200 2091 $0 2121 $0 2151 $0 2181 $0Lane (Spruce Ave. to Pine Spur Drive) 1971 100.0 Gravel 5 500 $83 $41,500 30 123% $0 30 40 2001 $20,000 2031 $20,000 2061 $20,000 2091 $0 2121 $0 2151 $0 2181 $0Library Lane (Lane to Pine Avenue) 1971 50.0 ACP 14.2 710 $153 $108,630 30 123% $0 30 83 2001 $58,930 2031 $58,930 2061 $58,930 2091 $0 2121 $0 2151 $0 2181 $0Lions Park Place** 0 $0 $0 $0 $0 $0 $0 $0Lions Park Place 1996 100.0 ACP 10.4 1040 $153 $159,120 30 40% $95,472 30 83 2026 $86,320 2056 $86,320 2086 $86,320 2116 $0 2146 $0 2176 $0 2206 $0Lodgepole Place** 0 $0 $0 $0 $0 $0 $0 $0Lodgepole Place 2000 135.0 ACP 10.7 1444.5 $153 $221,009 30 27% $162,073 30 83 2030 $119,894 2060 $119,894 2090 $0 2120 $0 2150 $0 2180 $0 2210 $0Maple Street** 0 $0 $0 $0 $0 $0 $0 $0Maple Street 1990 180.0 ACP 10.7 1926 $153 $294,678 30 60% $117,871 30 83 2020 $159,858 2050 $159,858 2080 $159,858 2110 $0 2140 $0 2170 $0 2200 $0Matevic Road** 0 $0 $0 $0 $0 $0 $0 $0Matevic Road (0.2km W of Hway 23 to Abandoned Elk R. Bridge) 2000 200.0 ACP 7.3 1460 $153 $223,380 30 27% $163,812 15 83 2015 $121,180 2030 $121,180 2045 $121,180 2060 $121,180 2075 $121,180 2090 $0 2105 $0Matevic Road (Abandoned Elk R. Bridge to End of SB-90) 1979 1,200.0 ASBC 5.4 6480 $153 $991,440 30 97% $33,048 15 83 1994 $537,840 2009 $537,840 2024 $537,840 2039 $537,840 2054 $537,840 2069 $537,840 2084 $537,840Matevic Road ( End of SB-90 to Fork in Trail)) 1979 1,800.0 Gravel 3.9 7020 $83 $582,660 30 97% $19,422 15 40 1994 $280,800 2009 $280,800 2024 $280,800 2039 $280,800 2054 $280,800 2069 $280,800 2084 $280,800Matevic Road ( Hway 43 to 0.2km W of Hway 43) 2000 200.0 ASBC 7.3 1460 $153 $223,380 30 27% $163,812 15 83 2015 $121,180 2030 $121,180 2045 $121,180 2060 $121,180 2075 $121,180 2090 $0 2105 $0Michel Creek Road** 0 $0 $0 $0 $0 $0 $0 $0Michel Creek Road (Hway 3 to Michel creek Road) 2000 800.0 BST 7.5 6000 $153 $918,000 30 27% $673,200 15 40 2015 $240,000 2030 $240,000 2045 $240,000 2060 $240,000 2075 $240,000 2090 $0 2105 $0Michel Creek Road (Highway #43 to West to Barricade) 1985 400.0 BST 10 4000 $153 $612,000 30 77% $142,800 15 40 2000 $160,000 2015 $160,000 2030 $160,000 2045 $160,000 2060 $160,000 2075 $160,000 2090 $0Michel Creek Road (Highway #43 to Ind. Rd. #1) 1996 1,000.0 ACP 7.6 7600 $153 $1,162,800 30 40% $697,680 15 83 2011 $630,800 2026 $630,800 2041 $630,800 2056 $630,800 2071 $630,800 2086 $630,800 2101 $0Michel Creek Road (Ind. Rd. #1 to 305 A-K) 1998 1,000.0 BST 7.5 7500 $153 $1,147,500 30 33% $765,000 15 40 2013 $300,000 2028 $300,000 2043 $300,000 2058 $300,000 2073 $300,000 2088 $0 2103 $0Mountain Ash Crescent** 0 $0 $0 $0 $0 $0 $0 $0Mountain Ash Crescent 1990 670.0 ACP 10.5 7035 $153 $1,076,355 30 60% $430,542 30 83 2020 $583,905 2050 $583,905 2080 $583,905 2110 $0 2140 $0 2170 $0 2200 $0Pacific Yew Crescent** 0 $0 $0 $0 $0 $0 $0 $0Pacific Yew Crescent 1990 600.0 ACP 10.5 6300 $153 $963,900 30 60% $385,560 30 83 2020 $522,900 2050 $522,900 2080 $522,900 2110 $0 2140 $0 2170 $0 2200 $0Pine Avenue** 0 $0 $0 $0 $0 $0 $0 $0Pine Avenue (Aspen Drive to Curve-N Pine Spur) 2000 550.0 ACP 12.2 6710 $153 $1,026,630 30 27% $752,862 15 83 2015 $556,930 2030 $556,930 2045 $556,930 2060 $556,930 2075 $556,930 2090 $0 2105 $0Pine Avenue (Balsam Street to Eng Spruce Drive-N) 2002 250.0 ACP 12 3000 $153 $459,000 30 20% $367,200 15 83 2017 $249,000 2032 $249,000 2047 $249,000 2062 $249,000 2077 $249,000 2092 $0 2107 $0Pine Avenue (Douglas Fir Rd. to Eng Spruce Drive-S) 2004 450.0 ACP 12 5400 $153 $826,200 30 13% $716,040 15 83 2019 $448,200 2034 $448,200 2049 $448,200 2064 $448,200 2079 $448,200 2094 $0 2109 $0Pine Avenue (Eng Spruce Drive to Red Cedar Dr.) 2000 320.0 ACP 12 3840 $153 $587,520 30 27% $430,848 15 83 2015 $318,720 2030 $318,720 2045 $318,720 2060 $318,720 2075 $318,720 2090 $0 2105 $0Pine Avenue (Eng Spruce Drive S to Balsam Street) 2000 470.0 ACP 12 5640 $153 $862,920 30 27% $632,808 15 83 2015 $468,120 2030 $468,120 2045 $468,120 2060 $468,120 2075 $468,120 2090 $0 2105 $0Pine Avenue (Hwy #3 to Douglas Fir Road) 2000 120.0 ACP 13.7 1644 $153 $251,532 30 27% $184,457 15 83 2015 $136,452 2030 $136,452 2045 $136,452 2060 $136,452 2075 $136,452 2090 $0 2105 $0Pine Avenue (North Edge of Leisure Ctr. to 200m W of Hemlock Road) 2006 830.0 ACP 11.2 9296 $153 $1,422,288 30 7% $1,327,469 15 83 2021 $771,568 2036 $771,568 2051 $771,568 2066 $771,568 2081 $771,568 2096 $0 2111 $0Pine Avenue (Red Cedar Drive to Western Larch Cr) 2000 95.0 ACP 12.6 1197 $153 $183,141 30 27% $134,303 15 83 2015 $99,351 2030 $99,351 2045 $99,351 2060 $99,351 2075 $99,351 2090 $0 2105 $0Pine Avenue (Western Larch Cr to North Edge of Leisure Ctr.) 2000 300.0 ACP 12.6 3780 $153 $578,340 30 27% $424,116 15 83 2015 $313,740 2030 $313,740 2045 $313,740 2060 $313,740 2075 $313,740 2090 $0 2105 $0

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% lifeused as

of


ofYEAR OFROAD

UPGRADES/PROGRAM

LENGTH (m)

SURFACETYPE

ROADWIDTH (m)



LifeSpan

2008CONST.

COST


LOCATION


upgradecost /m2

Rehabilitation Life

CycleUNIT

RATEPine Spur Drive** 0 $0 $0 $0 $0 $0 $0 $0Pine Spur Drive 1998 150.0 ACP 11 1650 $153 $252,450 30 33% $168,300 30 83 2028 $136,950 2058 $136,950 2088 $0 2118 $0 2148 $0 2178 $0 2208 $0Pinyon Court 2002 500.0 ACP 14.3 7150 $153 $1,093,950 30 20% $875,160 30 83 2032 $593,450 2062 $593,450 2092 $0 2122 $0 2152 $0 2182 $0 2212 $0Pinyon Road/Pinyon Court ** 0 $0 $0 $0 $0 $0 $0 $0Pinyon Road (from Ponderosa N. to Ponderosa S.) 1994 700.0 ACP 10.6 7420 $153 $1,135,260 30 47% $605,472 30 83 2024 $615,860 2054 $615,860 2084 $615,860 2114 $0 2144 $0 2174 $0 2204 $0Ponderosa Drive ** 0 $0 $0 $0 $0 $0 $0 $0Ponderosa Drive (Arbutus Road to Carbanado Court) 2002 700.0 ACP 8.5 5950 $153 $910,350 30 20% $728,280 15 83 2017 $493,850 2032 $493,850 2047 $493,850 2062 $493,850 2077 $493,850 2092 $0 2107 $0Ponderosa Drive (Carbanado Court to Sycamore Rd.) 2006 800.0 ACP 12.6 10080 $153 $1,542,240 30 7% $1,439,424 15 83 2021 $836,640 2036 $836,640 2051 $836,640 2066 $836,640 2081 $836,640 2096 $0 2111 $0Red Cedar Crescent** 0 $0 $0 $0 $0 $0 $0 $0Red Cedar Crescent East (South end to Red Cedar Dr.) 2006 420.0 ACP 9.5 3990 $153 $610,470 30 7% $569,772 30 83 2036 $331,170 2066 $331,170 2096 $0 2126 $0 2156 $0 2186 $0 2216 $0Red Cedar Dr.** 0 $0 $0 $0 $0 $0 $0 $0Red Cedar Dr. (Alpine Place to Pine Ave.) 2000 370.0 ACP 11.6 4292 $153 $656,676 30 27% $481,562 20 83 2020 $356,236 2040 $356,236 2060 $356,236 2080 $356,236 2100 $0 2120 $0 2140 $0Red Cedar Dr. (Centennial St. to Alpine Pl.) 2004 350.0 ACP 11.6 4060 $153 $621,180 30 13% $538,356 20 83 2024 $336,980 2044 $336,980 2064 $336,980 2084 $336,980 2104 $0 2124 $0 2144 $0Red Cedar Dr. (Pine Ave. to Red Cedar Cr.) 2006 110.0 ACP 11.2 1232 $153 $188,496 30 7% $175,930 20 83 2026 $102,256 2046 $102,256 2066 $102,256 2086 $102,256 2106 $0 2126 $0 2146 $0River** ACP 0 $153 $0 $0 $0 $0 $0 $0 $0 $0Skill Center Road 1985 65.0 ACP 6.1 396.5 $153 $60,665 30 77% $14,155 30 83 2015 $32,910 2045 $32,910 2075 $32,910 2105 $0 2135 $0 2165 $0 2195 $0South Hiway 3 Access 1985 40.0 ACP 11 440 $153 $67,320 30 77% $15,708 15 83 2000 $36,520 2015 $36,520 2030 $36,520 2045 $36,520 2060 $36,520 2075 $36,520 2090 $0Spardel Access 1998 125.0 Gravel 8.2 1025 $83 $85,075 30 33% $56,717 15 40 2013 $41,000 2028 $41,000 2043 $41,000 2058 $41,000 2073 $41,000 2088 $0 2103 $0Sparwood Drive** 0 $0 $0 $0 $0 $0 $0 $0Sparwood Drive 2002 350.0 ACP 10.4 3640 $153 $556,920 30 20% $445,536 15 83 2017 $302,120 2032 $302,120 2047 $302,120 2062 $302,120 2077 $302,120 2092 $0 2107 $0Spruce Avenue** 0 $0 $0 $0 $0 $0 $0 $0Spruce Avenue 2006 510.0 ACP 11.9 6069 $153 $928,557 30 7% $866,653 15 83 2021 $503,727 2036 $503,727 2051 $503,727 2066 $503,727 2081 $503,727 2096 $0 2111 $0Sycamore Road ** 0 $0 $0 $0 $0 $0 $0 $0Sycamore Road (1223 Syc. Rd. to Ski Hill) 2002 600.0 Gravel 8 4800 $83 $398,400 30 20% $318,720 30 40 2032 $192,000 2062 $192,000 2092 $0 2122 $0 2152 $0 2182 $0 2212 $0Sycamore Road (Pinyon Rd to End) 2004 150.0 ACP 10.6 1590 $153 $243,270 30 13% $210,834 30 83 2034 $131,970 2064 $131,970 2094 $0 2124 $0 2154 $0 2184 $0 2214 $0Sycamore Road (Ponderosa Drive to 1223 Syc. Rd.) 2002 190.0 ACP 10.3 1957 $153 $299,421 30 20% $239,537 30 83 2032 $162,431 2062 $162,431 2092 $0 2122 $0 2152 $0 2182 $0 2212 $0Tamarack Avenue 1990 100.0 ACP 10 1000 $153 $153,000 30 60% $61,200 30 83 2020 $83,000 2050 $83,000 2080 $83,000 2110 $0 2140 $0 2170 $0 2200 $0Trail (Near Bocci Courts)-Pine Avenue to R/R Tracks & Loop 1980 180.0 Gravel 6 1080 $83 $89,640 30 93% $5,976 30 40 2010 $43,200 2040 $43,200 2070 $43,200 2100 $0 2130 $0 2160 $0 2190 $0Valley View ** 0 $0 $0 $0 $0 $0 $0 $0Valley View Drive (Ponderosa Drive to Valley View Drive) 1994 570.0 ACP 10.4 5928 $153 $906,984 30 47% $483,725 30 83 2024 $492,024 2054 $492,024 2084 $492,024 2114 $0 2144 $0 2174 $0 2204 $0Valley View Place** 0 $0 $0 $0 $0 $0 $0 $0Valley View Place 1994 95.0 ACP 11 1045 $153 $159,885 30 47% $85,272 30 83 2024 $86,735 2054 $86,735 2084 $86,735 2114 $0 2144 $0 2174 $0 2204 $0Western Larch Crescent** 0 $0 $0 $0 $0 $0 $0 $0Western Larch Crescent 1992 250.0 ACP 10.8 2700 $153 $413,100 30 53% $192,780 30 83 2022 $224,100 2052 $224,100 2082 $224,100 2112 $0 2142 $0 2172 $0 2202 $0White Birch Crescent** 0 $0 $0 $0 $0 $0 $0 $0White Birch Crescent 1990 480.0 ACP 10.8 5184 $153 $793,152 30 60% $317,261 30 83 2020 $430,272 2050 $430,272 2080 $430,272 2110 $0 2140 $0 2170 $0 2200 $0White Oak Place** 0 $0 $0 $0 $0 $0 $0 $0White Oak Place 2006 175.0 ACP 9.8 1715 $153 $262,395 30 7% $244,902 30 83 2036 $142,345 2066 $142,345 2096 $0 2126 $0 2156 $0 2186 $0 2216 $0Wildwood Drive** 0 $0 $0 $0 $0 $0 $0 $0Wildwood Drive 1994 300.0 ACP 9.9 2970 $153 $454,410 30 47% $242,352 30 83 2024 $246,510 2054 $246,510 2084 $246,510 2114 $0 2144 $0 2174 $0 2204 $0Willow Place** 0 $0 $0 $0 $0 $0 $0 $0Willow Place 1992 275.0 ACP 10.8 2970 $153 $454,410 30 53% $212,058 30 83 2022 $246,510 2052 $246,510 2082 $246,510 2112 $0 2142 $0 2172 $0 2202 $0Woodland Place** 0 $0 $0 $0 $0 $0 $0 $0

Woodland Place 2002 90.0 ACP 9.9 891 $153 $136,323 30 20% $109,058 30 83 2032 $73,953 2062 $73,953 2092 $0 2122 $0 2152 $0 2182 $0 2212 $0

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Appendix FEvaluation


WATER MAIN REPAIR RECORD

Location

General Type of FailureDate and time break reported Circumferential breakTime when water was shut off Longitudinal breakTime when water was turned on Split bellProperties affected Corrosion pit holeAir temperature Leaking jointRepair by Leaking valveProperty damage Leaking service connection

Broken fittingLocationNearest property address Probable Cause of FailureDistance from nearest property line CorrosionDistance from nearest intersection Ground frostNorthing and easting Joint failureIsolation valves operated Disturbance (third party)

High pressurePhysical Data Frozen pipe

Pipe diameterPipe material Type of RepairYear of installation Repair clampPipe wall thickness or pipe class Replace pipe sectionType of lining Replace valveType of joint Replace service connectionType of water service Anode installedNormal operating pressure Repair jointUnder boulevard or roadDepth of coverDepth of frostType of native soilType of backfillSoil resistivitySoil sample collected (Yes / No)Pipe sample collected (Yes / No)


REASONS FOR WATERMAIN FAILURE

Factor Explanation

Pipe material Pipes made from different materials fail in different ways.PhysicalPipe wall thickness Corrosion will penetrate thinner walled pipe more quickly.

Pipe age Effects of pipe degradation become more apparent over time.

Pipe vintage Pipes made at a particular time and place may be more vulnerable to failure.

Pipe diameter Small diameter pipes are more susceptible to beam failure.

Type of joints Some types of joints have experienced premature failure (e.g., leadite joints).

Thrust restraint Inadequate restraint can increase longitudinal stresses.

Pipe lining and coating Lined and coated pipes are less susceptible to corrosion.

Dissimilar metals Dissimilar metals are susceptible to galvanic corrosion.

Pipe installation Poor installation practices can damage pipes, making them vulnerable tofailure.

Pipe manufacture Defects in pipe walls produced by manufacturing errors can make pipesvulnerable to failure. This problem is most common in older pit cast pipes.

Pipe bedding Improper bedding may result in premature pipe failure.EnvironmentalTrench backfill Some backfill materials are corrosive or frost susceptible.

Soil type Some soils are corrosive; some soils experience significant volume changes inresponse to moisture changes, resulting in changes to pipe loading. Presenceof hydrocarbons and solvents in soil may result in some pipe deterioration.

Groundwater Some groundwater is aggressive toward certain pipe materials.

Climate Climate influences frost penetration and soil moisture. Permafrost must beconsidered in the north.

Pipe location Migration of road salt into soil can increase the rate of corrosion.

Disturbances Underground disturbances in the immediate vicinity of an existing pipe canlead to actual damage or changes in the support and loading structure on thepipe.

Stray electrical currents Stray currents cause electolytic corrosion

Seismic activity seismic activity can increase stresses on pipe and cause pressure surges

Operational Interal water pressure,transient pressure

changes to internal water pressure will change stresses on the pipe

Leakage Leakage erodes pipe bedding and increases soil moisture in the pipe zone

Water quality some water is aggressive promoting corrosion

Flow velocity rate of internal corrosion is greater in unlined dead end mains

Backflow potential cross connections with systems that do not contain potable water cancontaminate the water distribution system

O&M practices poor practices can compromise structural integrity and water quality


WATER MAIN FAILURE MODES

Water Main Material Structural Failure Modes (see Figure 1)Cast Iron (CI)1

Small diam (<375 mm) Circumferential breaks, split bell, corrosionthrough holes

Large diam (>500 mm) Longitudinal breaks, bell shear, corrosionthrough holes

Medium diam (375-500mm)

Same as small, plus longitudinal breaks andspiral cracking, blown section

Ductile Iron (DI) Corrosion through holes

Steel Corrosion through holes, large diameter pipesare susceptible to collapse

Longitudinal breaks due to excessivemechanical stress

Polyvinyl Chloride(PVC)

Susceptible to impact failure in extreme coldcondition (i.e. far north)

High DensityPolyethylene (HDPE)

Joint imperfections, mechanical degradationfrom improper installation methods, susceptibleto vacuum collapse for lower pressure ratings

Circumferential breaks, pipe degradation inaggressive water

Asbestos Cement(AC)

Longitudinal splits

Pipes with pre-stressed wires may experienceruptures due to loss of pre-stressing uponmultiple wire failure.

Concrete PressurePipe (CPP)

Pipe degradation in particularly aggressivesoils, corrosion of pipe canister, concretedamage due to improper installation methods


INVESTIGATION OF WATER DISTRIBUTION SYSTEMS

Problem Preliminary Assessment Reasons For More DetailedInvestigation Detailed Investigation

StructuralCondition

Spatial and temporalanalysis of water mainbreaksCompilation of soil mapRoutine inspection ofvalves and hydrantsRoutine inspection ofinsulation and heat tracingin northern areas

Detailed analysis of breakpatterns, rates and trendsStatistical and physicalmodelsPipe samplingSoil corrosivitymeasurementsPit depth measurementsNon-destructive testingFailure analysisVisual inspectionThermal analysis (far north)

HydraulicCapacity

Low-pressure complaintsHydrant flow testsRusty/coloured wateroccurrencesVisual inspection of pipeinterior

Hazen Williams C factortests (pipe roughness)Computer Modelling

Leakage Monitoring of pressure andpumping costsWater use auditPer capita water demandRoutine leak detectionsurvey

Leak detection surveydetailed limited areaLeakage/demandassessment

Water Quality Water quality complaintsRoutine sampling dataResults of flushingprogram

Level of ServicePreliminary investigationsindicate an excessive breakrate, excessive leakage,inadequate hydraulic capacityand/or impairment of waterquality Cost Effectiveness

Cost EffectivenessTo facilitate capital planningand asset managementprogramsPilot testing of newtechnologies to facilitate long-range planning supportOpportunistic work, such aswhen a water main istemporarily out of service

Risk ManagementRisk analysis identifies criticalwater mains that have a highpotential for significantproperty damage,environmental impact or lossof serviceDue diligence (e.g., failureanalysis of a failed criticalwater main)Hazen-Williams C factor tests(pipe roughness)Computer modellingLeak detection surveyDetailed limited area leakage /demand assessmentDetailed water qualityinvestigationComputer modelling

Detailed water qualityassessmentComputer Modelling


STRUCTURAL DEFECTS, CODES AND WEIGHTS FOR SANITARY / STORM PIPE

Defect Type Code Unit of Measure WeightFracture Longitudinal FL

light (<10 mm wide) FLL metre 5moderate (10 mm - 24 mm wide, or 2 - 4 fractures) FLM metre 10severe (> 25 mm wide, 5 or more fractures) FLS metre 15Fracture Circumferential FC

light (<10 mm wide) FCL metre 5moderate (10 mm - 24 mm wide, or 2 - 4 fractures) FCM metre 10severe (> 25 mm wide, 5 or more fractures) FCS metre 15Fracture Diagonal FD

light (<10 mm wide) FDL metre 5moderate (10 mm - 24 mm wide, or 2 - 4 fractures) FDM metre 10severe (> 25 mm wide, 5 or more fractures) FDS metre 15Fractures Multiples FM FM metre 20Crack Longitudinal CL

light (up to 3 cracks, no leakage) CLL metre 3moderate (> 3 cracks, leakage) CLM metre 5Crack Circumferential CClight (up to 3 cracks, no leakage) CCL metre 3moderate (> 3 cracks, leakage) CCM metre 5Crack Diagonal CD

light (up to 3 cracks, no leakage) CDL metre 3moderate (> 3 cracks, leakage) CDM metre 5Crack Severe CSsevere (multiple cracks, leakage) CS metre 10Deformation

light ( <5% change in diameter) DL metre 5moderate ( 5% to 10% change in diameter) DM metre 10severe ( >11% to 25% change in diameter) DS metre 15Collapsed X

Pipe section lost its integrity or deformation is more than 25% indiameter change X each 20Broken Pipe B

>100 mm diameter or > 100 mm * 100 mm area or equivalent B each 15Joint Displacement JD

light (<1/4 pipe wall thickness) JDL each 3moderate (1/4 - 1/2 pipe wall thickness) JDM each 10severe (> 1/2 pipe wall thickness) JDS each 15


Joint opening

light (<10 mm gasket in place JOL each 3moderate (10 - 50, gasket off, leakage JOM each 10severe (> 50 mm, soil visible, leakage) JOS each 15Surface Damage H

light (<5 mm wall thickness lost, slight spalling or wear, pitting on metalpipe) HL metre 3moderate (5 - 10 mm wall thickness lost, exposed reinforcment oraggregates, extended corrosion in metal piping) HM metre 10severe (> 10 mm pipe wall thickness lost, corroded reinforcement,corroded through metal pipe) HS metre 15Sag S

light (<50 mm) SL metre 4moderate (50 mm - 100 mm) SM metre 10severe (> 100 mm) SS metre 15Structural defects, codes and weights for manholes

Defect Type Code Unit of Measure WeightFracture Vertical FVlight (< 3 fractures) FVL metre 5moderate (3 - 5 fractures) FVM metre 15severe (> 5 fractures) FVS metre 20Fracture Horizontal FHlight (< 3 fractures) FHL metre 5moderate (3 - 5 fractures) FHM metre 15severe (> 5 fractures) FHS metre 20Broken Area B>100 mm diameter or > 100 mm * 100 mm area or equivalent B each 20Crack Verticallight (no leakage) CVL metre 3moderate (leakage) CVM metre 8severe (multiple cracks, leakage) CVS metre 12Crack Horizontallight (no leakage) CHL metre 3moderate (leakage) CHM metre 8severe (multiple cracks, leakage) CHS metre 12Deformation Dlight (<7 % ID) DL each 3moderate (7% to 25%) DM each 8severe (> 25%) DS each 12


Structural defects, codes and weights for manholes

Collapsed X X 20Surface Damage Hlight (<5 mm wall thickness lost, delaminated lining) HL each 3moderate (5 - 10 mm wall thickness lost, exposed reinforcment oraggregates) HM each 12severe (> 10 mm pipe wall thickness lost, corroded reinforcement) HS each 18Frame Damage ADlight (slight corrosion, anchors rusted) ADL 3moderate (heavy corrosion, cracked) ADM 12severe (broken) ADS 18Cover Damagelight (slight corrosion, anchors rusted) CDL each 8moderate (heavy corrosion, cracked) CDM each 16severe (broken) CDS each 20Ground Surface Settlementlight (minor pavement surface cracking) GSL 5moderate (major cracking in pavement, large bumps) GSM 10severe (spalled pavement, holes) GSS 18

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