Infrastructure Charges Schedule

Part 8 Infrastructure Division 2 Infrastructure Charges Schedule

6.0 Introduction The PIP Infrastructure Charges Schedules (ICS) may apply to any development. However, Council may grant rebates to specified Not-For-Profit Community Groups. Separate infrastructure charges are levied for each trunk infrastructure network identified in the following Infrastructure Charges Schedules: Clause 8.0 Water Supply Network – Infrastructure Charges Schedule Clause 9.0 Wastewater Network – Infrastructure Charges Schedule Clause 10.0 Transport Network – Infrastructure Charges Schedule Clause 11.0 Stormwater Network – Infrastructure Charges Schedule Clause 12.0 Recreation Facilities Network – Infrastructure Charges Schedule The Infrastructure Charges Schedules shall be reviewed and amended in accordance with the Integrated Planning Act 1997 at least once every four years, but may be reviewed more regularly as required by the Gold Coast City Council. Except as specified, it is Council’s intention that the establishment cost of each Network be funded entirely by infrastructure charges.

7.0 Methodology to Determine Infrastructure Charge Rates The methodology used to determine PIP infrastructure charge rates will ensure an equitable apportionment of trunk infrastructure establishment costs among all users of the network. Charge areas have been determined for each network to ensure that charges reflect the estimated benefit a user will derive from the network. The methodology is based upon each premises within these charge areas paying an equitable share for use of, or planned allocation of trunk infrastructure. According to IPA, the costs of supplying trunk infrastructure to non-paying users cannot be transferred to other users. Non-paying users may include those external to the city such as day visitors or through-traffic. Although networks are planned to cater for all users, the proportion of the establishment cost attributable to non-paying users has been deducted when determining infrastructure charge rates and will be funded by other revenue sources. Except as specified, it is Council’s intention that the establishment cost of each Network be funded entirely by infrastructure charges. 7.1 Establishment Cost Under IPA the establishment cost of trunk infrastructure charged within the Infrastructure Charges Schedule are: a) the cost of preparing an Infrastructure Charges Schedule, including the DSS and plans for trunk infrastructure used to calculate the charges stated in the Infrastructure Charges Schedule; and b) on-going administration costs for the Infrastructure Charges Schedule for the infrastructure; and c) for future infrastructure, all costs for the design, financing and construction of the infrastructure and for land acquisition for the infrastructure; and d) for existing infrastructure: i) the residual financing cost of the existing infrastructure; and ii) the cost of reconstructing the same works using contemporary materials, techniques and technologies; and iii) if the land acquisition for the infrastructure was completed after 1 January 1990, the value of the land at the time it was acquired, adjusted for inflation. Based on the forecast annual revenue under full operation of the ICS, an administration ‘on-cost’ of 1.5% applies above all infrastructure charge rates. 7.1.1 Accounting for the Value of Money and Financing Costs Over Time Infrastructure has been planned well into the future, and consequently may not always be able to be provided to exactly match the growth in demand. Discounting is used throughout this PIP to take account of this issue.

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The charges are defined to ensure that the present value of the revenue resulting from the assumed demand is equal to the present value of the capital stream associated with providing the required capacity. This approach determines a ‘base’ year charge that is then indexed into the future until such time as the pattern of assumed development, infrastructure planning or the cost structure of supplying infrastructure changes. The present value (PV) is obtained by using a discount rate of 6%, which approximates Gold Coast City’s Cost of Capital and therefore accounts for financing costs. 7.1.2 Accounting for the Shortfall in Existing Network Capacity Under the IPA, existing deficiencies cannot be apportioned to future development. Where an existing network is to be augmented to redress a deficiency as well as accounting for the future growth in development, the cost of redressing the deficiency is removed from the cost borne by the future development. The demand associated with the existing level of development is determined and the value of this removed from the capital stream before the balance is apportioned over the new growth. 7.1.3 Design and Supervision, and Contingency Costs The establishment cost of trunk infrastructure for each network includes the cost of design and supervision. It also includes a ‘contingency’ to deal with construction cost variations. The design and supervision costs are detailed in Table 2-1 Design and Supervision Costs. Table 2-1 Design and Supervision Costs

Design and Supervision Costs (% on Construction Cost) Stage Water Recreation (From Planning to End Product) Wastewater Transport Stormwater Supply Facilities

Engineering Design and Planning 10 10 10 10 10

Engineering Survey 0 0 3 0 0

Traffic Control 3 3 3 0 0

Construction Administration 3 3 3 8 0

Construction Supervision 4 4 5 0 0

Total Design and Supervision 20 20 24 18 10 Costs %

Contingency allowances are detailed in Table 2-2 Contingency Allowance. Table 2-2 Contingency Allowance

Contingency (% on Construction Cost)

Contingency Type Water Wastewater Recreation Transport Stormwater Supply Facilities Cat 1 Cat 2

Construction Contingencies % Project 10 30 10 10 – 15 10 – 151 10 – 15 Cost increased to 15% in last five years

Contingency Land Provision % 0 0 0 10 01 102 Estimated Land Cost

Contingency for Relocating Public 0 0 0 5 0 0 Utilities

Total Contingency % 10 30 10 25 – 30 10 -15 20 -25

Notes: 1 Stormwater contingency included in the project estimate as a line item. 2 Land values have been adjusted by 10% to account for the variation in compensation paid to land owners for severance or injurious effects. 2 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

7.1.4 Government Grants and Subsidies Government grants and subsidies that have been received, or are likely to be secured in the future, have been deducted from the establishment cost of trunk infrastructure. 7.2 Expressing Demand for Infrastructure Development types vary across the city, with different levels of demand for infrastructure often associated with each development type. For the purposes of calculating and expressing a PIP infrastructure charge, the demand for infrastructure is expressed as a Standard Demand Unit (SDU). The SDU is achieved by normalising the different demands from different types of development through an equivalent conversion rate. Conversion rates for different types of development vary across networks and are defined within the individual network ICS. The standard demand units used in the PIP are as follows: Water Supply Network – equivalent tenement (ET) Wastewater Network – equivalent tenement (ET) Transport Network – trip end (TE) Stormwater Network – impervious hectare (imp ha) Recreation Facilities Network – equivalent tenement (ET) 7.3 Indexation of Infrastructure Charges The following indices apply to PIP infrastructure charges for each network: Water Supply – ABS Consumer Price Index (Brisbane All Groups 6401.0) Wastewater – ABS Consumer Price Index (Brisbane All Groups 6401.0) Transport – ABS Road & Bridge Construction (4121) Stormwater – ABS Road & Bridge Construction (4121) Recreation Facilities: Rawlinson’s Construction Index to be applied to the embellishments component of the charge for each SLA A GCCC Land Index to be compiled and applied to the land component of the charge for each SLA Once an ICN is issued, the infrastructure charges will be indexed until date of payment, using the relevant indices. Charges quoted in the PIP are as at June 2005 and will be indexed to date of charge payment, using the relevant indices. Indexing will be applied quarterly.

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8.0 Water Supply Network – Infrastructure Charges Schedule This schedule is to be known as the Water Supply Network Infrastructure Charges Schedule. 8.1 Apportionment Philosophy The Water Supply Network includes both the potable and recycled water systems. Charges for the Water Supply Network have been calculated to ensure an equitable apportionment of trunk infrastructure costs amongst all users of the network. Three categories of water supply trunk infrastructure (Category 1, Category 2 and Category 3) have been defined. The trunk infrastructure components within these categories are identified in Subclause 8.7.1. The category 1 water infrastructure does not include any bulk water assets that have been transferred to the State as a consequence of the South East Queensland Water Reform in 2008. To ensure that charges reflect the estimated benefit a user will derive from the network, eight areas of benefit have been determined across the City. These eight charge areas comprise that area of the Gold Coast which is planned to be supplied with water supply. Water supply charge areas have been combined for the purpose of calculating a charge where this better achieves the objectives of equity or administrative efficiency. In this respect, the cost of Category 1 components have been apportioned across the City by combining the eight charge areas. This allows for the geographical distribution of bulk water supply and treatment infrastructure to be better taken into account when apportioning the cost of such works. The cost of the recycled water system has been apportioned amongst those future users of the water supply network who will have access to recycled water. The charge ($/ET) in those areas with access to recycled water reflects this apportionment. Contributions collected pursuant to either a Category 1 or 2 water supply charge in one charge area may be spent on any Category 1 or 2 water supply trunk infrastructure component in any charge area. 8.2 Method of Cost Apportionment 8.2.1 Category 1 and Category 2 Infrastructure The method used for apportioning the establishment cost of water supply trunk infrastructure (potable & recycled water) is a modified marginal cost approach. The methodology makes adjustments to the marginal cost approach to include the value of spare capacity and to capture the holding costs arising from the lumpy provision of capacity. The methodology is as follows:

Spare Capacity ($) + PV Future Infrastructure ($) Infrastructure Charge = ______($/ET) PV (Future demand (ET))

Where: Spare capacity is that capacity provided in advance of development and for development but not yet recouped through infrastructure charges, valued at the current replacement cost ($). PV is the Present Value methodology assuming a real discount rate of six (6) percent. Future Infrastructure is that infrastructure (supplied at designated years) required to service the needs of future development alone. Future Demand is that additional demand created by development in future years. The charge rate for the respective charge areas is shown in Table 2-17 Infrastructure Charge Rates for the Water Supply Network. The calculations undertaken for the Category 1 & Category 2 charges in each of the charge areas are contained in the extrinsic material. 8.2.2 Category 3 Infrastructure Category 3 infrastructure charges in the Water Supply Network have been calculated by dividing the total establishment cost of the Category 3 trunk infrastructure between the estimated future demand (ET) calculated for all lots in the relevant Local Trunk Infrastructure Charge Area. The charge rate for each local trunk infrastructure charge area is shown in Table 2-17 Infrastructure Charge Rates for the Water Supply Network.

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8.3 Water Supply Service Area The water supply service area is shown in Figure 2-1 Water Supply Service Area. Within this area, lots may have an existing potable water supply or may be planned to be provided with a potable water supply. Lots within particular parts of the Water Supply Service Area are also planned to be supplied with a recycled water supply. Whether a particular lot within the Water Supply Service Area is planned to be supplied with a potable water supply will depend on: i) the Planning Scheme Domain, Structure Plan Precinct or Local Area Precinct within which it is located; and ii) the lot being located sufficiently below the local service reservoir level to be serviced without the aid of a booster station. In relation to (i), all Domains and Local Area Plan Precincts within the Water Supply Service Area are planned to be supplied with potable water, except as detailed in Table 2-3 Areas Not Planned to be Serviced – Water Supply. Council is not required to supply water in those areas not planned to be serviced. In the event that Council agrees to supply water to a development in an area not planned to be serviced, infrastructure charges will be levied and the cost of any additional infrastructure required will be paid by the developer.

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Figure 2-1 Water Supply Service Area

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Table 2-3 Areas Not Planned to be Serviced – Water Supply

Area Within Planning Scheme Domain

Rural Structure Plan Precinct

Albert Corridor A: Ormeau Rural Albert Corridor B: Upper Coomera Rural Conservation and Landscape Protection Gilston Rural Open Space for Conservation and Recreation Reedy Creek Rural Proposed Open Space and Nature Conservation Existing Open Space and Nature Conservation Inter-Urban Break Rural Local Area Precinct

Coomera Rural Living/ Open Space Agriculture/ Conservation

Coomera Town Centre Open Space

Eagleby Twin Rivers Greenbelt Rural Sub Precinct Extractive Industry Sub Precinct Public Open Space Sub Precinct Community Purposes Sub Precinct Cane Core Sub Precinct

East Coomera / Yawalpah Tidal and Intertidal Areas Areas Fringing Tidal and Intertidal Areas Moderate Terrestrial Conservation Significance Areas High Terrestrial Conservation Significance Areas Rehabilitation Areas Sugar Cane Areas

Guragunbah Active/ Passive Recreation Passive Recreation Conservation Area Open Space Corridor

Oxenford Rural Conservation and Landscape Protection

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8.4 Charge Areas Category 1 and Category 2 charges for the Water Supply Network are stated for eight charge areas within the City. The Water Supply Network Charge Areas are shown in Figure 2- 2 and are as follows: Beenleigh A Beenleigh B Pimpama A Pimpama B Gaven Molendinar Mudgeeraba Coolangatta For Category 3 charges, the boundaries of the Local Trunk Infrastructure Charge Areas are shown in Figure 2-3 to Figure 2-16.

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Figure 2-2 Water Supply Network Charge Areas

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PRANGLEY ROAD

WINDAROO ROAD

BAHRS SCRUB ROAD

Figure 2-3 Bahrs Scrub Local Trunk Infrastructure Charge Area

D R

K D O E A R

E O N R R C O

E S R Y R O D A N M E A N P P S A E T A S C H E Y R O A D

HALFWAY CREEK

Figure 2-4 Sandy Creek Road Local Trunk Infrastructure Charge Area

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D A P O A C R I H F I C C A

O H I C G D H

L W O A

A Y O FOXW S FF RA E

T R N O M E A P ON RAMP ON

C D S T B E U AL R O IN C B TO RE T D A ST S A A D RE R O BR N E R U T U AH H A O D M R

Figure 2-5 Kristins Lane Local Trunk Infrastructure Charge Area

TO C R S T CH R I A A D J E H X I

D A N D ALU SIAN A D R IVE VE R O AD O ER R C LYD ESD ALE DR IVE

V I R E D C LA C P I R M E D L E T A N D A EN T E O R ESC A C V AR IBO U A I R C C L R C D A A A E D M O R S O D O C L

E W L P T R N I EE F E STR AW N O T S D E TR B RO EET S M E E N T A S B T A C R E SC C M BI C R O L LLEGE O SE E CLO AX E I SE S C LO T C O S E N E BR IO C V B H I O AM T U LE B VA A A R R L D E U E A R P O D R K IVE G IV IVAC ITY D R E V R K R D

Figure 2-6 River Meadows Scrub Local Trunk Infrastructure Charge Area

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D U B

D A O R S Y E S A C

Figure 2-7 Caseys Road Local Trunk Infrastructure Charge Area

F I E

L D LAWN C

O T U R R U T O

C W AND E E A T I

V V L I R I

E R R

C D E OU D C RES C C E

W IRRA L G B E

I LA L IL D B I

V I

H R

E B

U N

T L U T

N B T N

U E E O CR C NG C O S ILLAW ENT E W RESC TRY C R N T OU C C T N

E E

N E CE

A R RO S A R D T AD E C O S R B G N CR IR A G DLI ER F N N A B E T I O T ETTO CO ER N S R O H G PL UR E A T D L C R A E AU E A

Figure 2-8 Crane and Billabirra Crescents Local Trunk Infrastructure Charge Area

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BIRDLIFE COURT

PADEMELON PASS

BETTONG PLACE

POTOROO DRIVE BEAUDESERT NERANG ROAD

PARMA COURT

SHEPHERD HILL LANE

Figure 2-9 Mount Nathan Local Trunk Infrastructure Charge Area

YODELAY STREET

BABU STREET

GREENLANDS DRIVE BALMAIN STREET

EUCALYPTUS AVENUE BRIER CRESCENT

Figure 2-10 Greenlands Drive Local Trunk Infrastructure Charge Area

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N NIE IP CO WO UR T O D C D ALANTH R E LANE IV E MA GNOLI A LANE

C A R O L A N N E C O U R T

Figure 2-11 Tulipwood Drive Local Trunk Infrastructure Charge Area

TALLEBUDGERA CREEK ROAD

YARRAMAN PLACE

TALLEBUDGERA CONNECTION ROAD

Figure 2-12 Yarraman Place and Tallebudgera Creek Road Local Trunk Infrastructure Charge Area

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A L O W A L O U E V E O O E L L E C N R E IV I O A G O B S R N R D R C E D A D ATT E A U A ADA D A L R U R R A A E CO E O E URT R I E K U E D N V I E E S I E G A M E V A D B E V U S C A U A A T E T E B B G EE C A E R Y R E A E A R R F L T N E N L T C HA W A I I E A F L S G T L A IA A T N S Y B A I A T A S A V R L T M CM E E A R T ENA NU ET A LK O R E IR S CO T E U E E E RT REE E ST B U V ER I T A T B AY D N U N T H E R K C U K AL E R V D D C DE I E I R V N C U V G O G OU R I H E R A L E U O T A I H E D R D O R A T R C N D G I T V N M V N E N O D W A O N E W O R A C I R G R I Y C A O N D V H R A O N S L E G N W S H A C O J M U O E E A C L D E C Y N A R C D B O I R U R L L A R I AL H T C C B IE A M N O A L C VEN N A UE D O O C SH L DRI O D I A VE R S C UR E V J O T A E E A H X A S M C D C C OU R I R A R T C U L TIER IT I NEY DR L IVE L BUL E BU L PLA

Figure 2-13 Simpsons Road High Level Zone Local Trunk Infrastructure Charge Area

B OO G AE RD T RI SE

TO D LG A A O R RO AD

C ANO PY D RIVE

Figure 2-14 Tolga Road High Level Zone Local Trunk Infrastructure Charge Area

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STAPY LTON J ACOBS WELL ROAD

L S H

QUINN S HILL ROAD EAST

Figure 2-15 East Yatala Local Trunk Infrastructure Charge Area

ZONE A2 SHINNECOCK CLOSE

O X UE E AVEN N NES FO ZONE D DUN R D ZONE A1 S O U T H P O R T R O A D SICKLE AVENUE

ZONE B

ZONE C

Figure 2-16 Hope Island Local Trunk Infrastructure Charge Area

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8.5 Establishment Cost of Water Supply Trunk Infrastructure Water supply trunk infrastructure is development infrastructure identified in Division 1, Clause 5.6, Water Supply Network - Plans for Trunk Infrastructure (PFTI). This includes both potable water supply trunk infrastructure and recycled water supply trunk infrastructure. A detailed description of the individual infrastructure components and their corresponding cost can be found in Appendix B and the network planning reports referenced in Division 3, Reference Documentation. The cost of water supply trunk infrastructure has been determined using the unit costs outlined in Strategic Water Headworks Planning Report – HW1, Gutteridge Haskins and Davey (GHD), December 2006, and Units Costs Report Water Supply and Sewerage Networks, KBR, April 2005. The cost of existing Category 2 water supply trunk infrastructure has not been calculated and is not included in the charges calculations. The establishment cost of the Water Supply Network includes the cost of preparing the infrastructure charges schedule, including the Desired Standards of Service and Plans for Trunk Infrastructure. In addition to those costs summarised below, an administrative on-cost of 1.5% for the ongoing administration of the Infrastructure Charge Schedule has been included in the charges calculations. The establishment cost of the Water Supply Network is summarised in Table 2-4 to Table 2-12. Note: Category 1 assets that have been transferred to the State as a consequence of the South East Queensland Water Reform in 2008 are not included in the establishment costs.

Table 2-4 Establishment Cost of Category 1 Potable Water Infrastructure – All Water Supply Charge Areas

Category 1 Establishment Cost by Cohort Period ($ 2005) Network Component Base Year 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 Total Existing Infrastructure All Components Planned Infrastructure Water Pumping $0 $0 $0 $0 $0 $0 Stations Water Distribution $22,989,697 $6,972,808 $0 $5,807,175 $0 $35,769,680 Mains ICS Preparation $240,235 $240,235 Costs Total $240,235 $22,989,697 $6,972,808 $0 $5,807,175 $0 $36,009,915

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Table 2-5 Establishment Cost of Category 1 Recycled Water Infrastructure – Beenleigh B & Pimpama B Water Supply Charge Areas

Category 1 Establishment Cost by Cohort Period ($ 2005) Network Component Base Year 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 Total Existing

Infrastructure All $0 $0 Components Planned

Infrastructure Recycled Water $2,886,000 $54,704,000 $0 $12,350,000 $30,550,000 $100,490,000 Treatment Recycled Water $278,847 $15,988,018 $0 $0 $0 $16,266,865 Seasonal Storage/ASR Recycled Water $0 $6,422,000 $0 $0 $0 $6,422,000 Service Reservoirs Recycled Water $0 $3,562,000 $0 $4,150,900 $0 $7,712,900 Pumping Stations Recycled Water $1,610,444 $20,516,081 $0 $0 $5,187,954 $27,314,479 Distribution Mains ICS Preparation $0 Costs Total $0 $4,775,291 $101,192,099 $0 $16,500,900 $35,737,954 $158,206,244

Table 2-6 Establishment Cost of Category 2 Potable Water Supply Infrastructure - Beenleigh A & Beenleigh B Water Supply Charge Areas

Category 2 Establishment Cost by Cohort Period ($ 2004) Network Component Base Year 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 Total Existing

Infrastructure All $3,391,100 $3,391,100 Components Planned

Infrastructure Pipe $123,548 $1,761,244 $12,003,999 $2,213,705 $9,246,787 $25,349,283 Augmentations Reservoirs $0 $0 $0 $378,332 $6,974,026 $7,352,358 Pump Stations $0 $0 $0 $0 $1,123,964 $1,123,964 ICS Preparation $36,763 $36,763 Costs Total $3,427,863 $123,548 $1,761,244 $12,003,999 $2,592,037 $17,344,777 $37,253,468

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Table 2-7 Establishment Cost of Category 2 Potable Water Supply Infrastructure - Pimpama A & Pimpama B Water Supply Charge Areas

Category 2 Establishment Cost by Cohort Period ($ 2004) Network Component Base Year 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 Total Existing

Infrastructure All $0 $0 Components Planned

Infrastructure Pipe $12,028,913 $11,825,188 $9,526,487 $4,482,673 $5,188,893 $43,052,154 Augmentations Reservoirs $2,907,211 $0 $0 $3,114,833 $0 $6,022,044 Pump Stations $0 $0 $213,865 $0 $0 $213,865 ICS Preparation $36,763 $36,763 Costs Total $36,763 $14,936,124 $11,825,188 $9,740,352 $7,597,506 $5,188,893 $49,324,826

Table 2-8 Establishment Cost of Category 2 Potable Water Supply Infrastructure - Gaven Water Supply Charge Area

Category 2 Establishment Cost by Cohort Period ($ 2004) Network Component Base Year 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 Total Existing

Infrastructure All $2,794,500 $2,794,500 Components Planned

Infrastructure Pipe $1,214,662 $11,162,338 $3,630,861 $8,041,148 $13,738,585 $37,787,594 Augmentations Reservoirs $2,699,590 $2,267,430 $378,332 $3,633,630 $1,404,135 $10,383,117 Pump Stations $43,416 $991,252 $0 $459,364 $0 $1,494,032 ICS Preparation $36,763 $36,763 Costs Total $2,831,263 $3,957,668 $14,421,020 $4,009,193 $12,134,142 $15,142,720 $52,496,006

Table 2-9 Establishment Cost of Category 2 Potable Water Supply Infrastructure - Molendinar Water Supply Charge Area

Category 2 Establishment Cost by Cohort Period ($ 2004) Network Component Base Year 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 Total Existing

Infrastructure All $5,711,900 $5,711,900 components Planned

Infrastructure Pipe $9,355,981 $10,624,163 $8,130,144 $10,456,425 $25,195,181 $63,761,894 Augmentations Reservoirs $995,044 $0 $2,699,590 $701,299 $528,025 $4,923,958 Pump Stations $652,509 $361,550 $0 $0 $173,430 $1,187,489 ICS Preparation $36,763 $36,763 Costs Total $5,748,663 $11,003,534 $10,985,713 $10,829,734 $11,157,724 $25,896,636 $75,622,004

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Table 2-10 Establishment Cost of Category 2 Potable Water Supply Infrastructure - Mudgeeraba Water Supply Charge Area

Category 2 Establishment Cost by Cohort Period ($ 2004) Network Component Base Year 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 Total Existing

Infrastructure All $6,827,200 $6,827,200 Components Planned

Infrastructure Pipe $7,980,144 $3,878,776 $3,174,402 $1,023,753 $3,788,038 $19,845,113 Augmentations Reservoirs $746,411 $666,951 $1,521,531 $0 $1,767,601 $4,702,494 Pump Stations $706,835 $0 $279,904 $277,964 $305,813 $1,570,516 ICS Preparation $36,763 $36,763 Costs Total $6,863,963 $9,433,390 $4,545,727 $4,975,837 $1,301,717 $5,861,452 $32,982,086

Table 2-11 Establishment Cost of Category 2 Potable Water Supply Infrastructure - Coolangatta Water Supply Charge Area

Category 2 Establishment Cost by Cohort Period ($ 2004) Network Component Base Year 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 Total Existing

Infrastructure All $4,278,200 $4,278,200 Components Planned

Infrastructure Pipe $385,202 $1,663,226 $231,511 $757,280 $246,172 $3,283,391 Augmentations Reservoirs $0 $180,451 $0 $1,447,710 $0 $1,628,161 Pump Stations $0 $0 $0 $69,807 $0 $69,807 ICS Preparation $36,763 $36,763 Costs Total $4,314,963 $385,202 $1,843,677 $231,511 $2,274,797 $246,172 $9,296,322

Table 2-12 Establishment Cost of Category 2 Recycled Water Infrastructure – Beenleigh B & Pimpama B Water Supply Charge Areas

Category 2 Establishment Cost by Cohort Period ($ 2004) Network Component Base Year 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 Total Existing

Infrastructure All $0 $0 Components Planned

Infrastructure Recycled Water Pipe $2,299,214 $64,065,482 $6,073,513 $0 $9,958,339 $82,396,548 Augmentations Recycled Water $1,924,675 $6,467,738 $754,409 $2,763,876 $1,322,420 $13,233,118 Reservoirs Recycled Water Pump $0 $4,039,029 $468,250 $1,139,610 $2,120,506 $7,767,395 Stations ICS Preparation $0 $0 Costs Total $0 $4,223,889 $74,572,249 $7,296,172 $3,903,486 $13,401,265 $103,397,061

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8.6 Water Supply Demand The standard demand unit for water supply is an equivalent tenement (ET). The demand in ET for each property is related to the type of development allowed on the property. All development types are given an ET demand, with a detached dwelling on an urban residential lot being 1 ET. The planned future demand for each Domain, expressed in ET per Hectare is shown in Table 2-55 GCCC Planned Demand Per Hectare*-DOMAINS. Based on the planned density, the planned increase in water supply demand (ET) for each charge area is shown in Table 2-13 Planned Increase in Water Supply Demand (ET) by Charge Area.

Table 2-13 Planned Increase in Water Supply Demand (ET) by Charge Area

Water Supply Demand (ET) Charge Area 2004-2006 2006-2011 2011-2016 2016-2021 2021-2056 Total 2004-2056 Beenleigh (A & B) 3,244 2,471 2,846 3,958 35,766 48,285 Pimpama (A & B) 5,742 14,141 9,297 4,607 30,228 64,015 Gaven 4,291 7,523 4,892 3,876 17,374 37,956 Molendinar 7,683 5,480 6,631 9,361 41,557 70,712 Mudgeeraba 3,977 3,718 3,368 2,436 22,696 36,195 Coolangatta 1,592 1,536 2,412 2,318 6,625 14,483

Table 2-14 Typical Water Supply Demand Generation Rates for Development Types identifies typical water supply demand generated by particular forms of development.

Table 2-14 Typical Water Supply Demand Generation Rates for Development Types

Development Type Development Unit Demand Equivalent Conversion Rate Car Wash Lane 1.0 ET / Lane

Caravan Park Site 0.3 ET / Site

Child Care Centre Pupil / staff member 0.05 ET per Pupil / staff member

Commercial (other) 100 m2 GFA 0.6 ET / 100 m2 GFA

Conference / meeting venue 100 m2 GFA 1.6 ET /100 m2 GFA

Detached Dwelling Dwelling 1 ET/dwelling

Entertainment / Cinemas 100 m2 GFA 2.0 ET / 100 m2 GFA

Family Accommodation Additional Dwelling 0.275 ET / Additional Dwelling

Hospital Bed 0.5 ET / Bed

Hostel Accommodation Bed 0.24 ET / Bed

Hotels / Clubs Flushing Unit, Water 1.1 ET / Flushing Unit, Closet and Urinal Water Closet and Urinal

Industry 100 m2 GFA 0.36 ET / 100 m2 GFA

Laundromat Washing Machine 0.4 ET / Washing Machine

Marina (Live aboard) Berth 0.8 ET / Berth

Marina (Commercial) Berth 0.2 ET / Berth

Marina (Transient Moorage) Berth 0.4 ET / Berth

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Development Type Development Unit Demand Equivalent Conversion Rate Medical / Dental Centre Consultation Room 0.3 ET / Consultation Room

Motel / Hotel Bedroom 0.6 ET / Bedroom

Multi Unit Dwelling 1 bedroom/studio Dwelling 0.47 ET/ Dwelling

Multi Unit Dwelling 2 bedroom Dwelling 0.63 ET/Dwelling

Multi Unit Dwelling 3 bedroom + Dwelling 0.9 ET/Dwelling

Nursing Home Bed 0.26 ET / Bed

Office 100 m2 GFA 0.6 ET / 100 m2 GFA

Restaurant / Café / Fast Food Seat 0.05 ET / Seat

Retail 100 m2 GFA 0.6 ET / 100 m2 GFA

School - Primary Pupil / staff member 0.03 ET per Pupil / staff member

School - Secondary Pupil / staff member 0.03 ET per Pupil / staff member

School – Tertiary/Further with accom Pupil / staff member 0.1 ET per Pupil / staff member

School – Tertiary/Further without Pupil / staff member 0.01 ET per Pupil / staff accom member

Other development type or where Demand generation rate to be determined having development type is deemed to be regard to proposed development. a water intensive development. Note: Multi unit dwellings include units, flats, townhouses, duplexes and triplexes

Table 2-15 Interim Demands for Reconfiguring Park Living, Non Residential & Management identifies the interim demands for the reconfiguration of park living, non-residential and management lots.

Table 2-15 Interim Demands for Reconfiguring Park Living, Non Residential & Management Lots

Purpose of Reconfiguration Development Unit Demand Equivalent Conversion Rate Park Living Lot Proposed lot 1 ET/Lot

Non-residential (eg office, retail, Proposed lot 1 ET/Lot industrial & other non-residential type development

Management Proposed lot 1 ET/Lot

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8.7 Infrastructure Charges 8.7.1 Water Supply Charge Categories The infrastructure charges which may apply to development in each of the charge areas have been divided into three charge categories. These charge categories and the infrastructure components associated with each are shown in Table 2-16 Water Supply Infrastructure Charge Categories. Note Category 1 assets that have been transferred to the State as a consequence of the South East Queensland Water Reform in 2008 are not listed in Table 2-16 and they are not included in the calculation of the infrastructure charges.

Table 2-16 Water Supply Infrastructure Charge Categories

Infrastructure Charge Category Trunk Infrastructure Components

Category 1 Bulk Supply mains (not transferred to the This charge is levied for the establishment State) cost of the bulk supply component of the Recycled Water Treatment Plants water supply network shown in the PIP. Distribution Mains Balance reservoirs & Seasonal Storages (not transferred to the State) Telemetry and instrumentation systems

Category 2 Trunk mains for potable water reservoirs to This charge is levied for the establishment the reticulation generally having a cost of the distribution component of the water minimum size of 250 mm equivalent supply network shown in the PIP. diameter Trunk mains for recycled water from reservoirs to the reticulation generally having a minimum size of 200 mm equivalent diameter Ground level reservoirs Elevated reservoirs Non-centralised ground level reservoirs Pump stations Rechlorination facilities Flow metering Telemetry and instrumentation systems·

Category 3 Reticulation mains generally having a This charge is levied for the establishment maximum size less than 200 mm cost of local trunk infrastructure shown within equivalent diameter a Local Trunk Infrastructure Area within a Telemetry and instrumentation systems water supply charge area. Pump stations

8.7.2 Water Supply Charge Rates Table 2-17 Infrastructure Charge Rates for the Water Supply Network ($ June 2005) identifies the charge rates applicable in each of the charge areas. Note: Category 1 assets that have been transferred to the State as a consequence of the South East Queensland Water Reform in 2008 are not included in the calculation of the infrastructure charges. Category 3 charge rates only apply within the specified Local Trunk Infrastructure Areas shown in Figure 2-3 to Figure 2-16.

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Table 2-17 Infrastructure Charge Rates for the Water Supply Network ($ June 2005)

Charge Category 1 Category 2 Water Supply Network Local Trunk Category 3 Area ($/ET) ($/ET) Infrastructure Charge Area ($/ET) Beenleigh A 328 1,263 Bahrs Scrub 2,074 East Yatala 2,704 Beenleigh B 3,082 2,899 Sandy Creek Road 7

Pimpama A 328 1,886 Kristins Lane 45 Pimpama B 3,082 3,285 River Meadows 128 Gaven 328 1,586 Caseys Road 568 Hope Island Zone A1 2,034 Zone A2 2,034 Zone B 2,034 Zone C 2,034 Zone D 1,213 Molendinar 328 1,505 Crane and Billabirra Crescents 2,657 Mount Nathan 4,314 Mudgeeraba 328 1,802 Greenlands Drive 355 Tulipwood 5,529 Yarraman Place, Tallebudgera Creek Road 7,417 Tolga Road High Level Zone 1,040 Coolangatta 328 1,224 Simpsons Road High Level Zone 107

8.8 Calculation Of Water Supply Charges For Particular Development Charges for the Water Supply Network are calculated having regard to the demand for infrastructure. The assessment of infrastructure charges for water supply will be undertaken in accordance with Division 2, Chapter 13.0, Implementation. In the case of reconfiguring park residential lots, non-residential lots and the creation of management lots, interim charges on new allotments will be calculated based on the demands provided in Table 2- 15 Interim Demands for Reconfiguring Park Living, Non Residential & Management. Payment of the full charge for park residential lots, non-residential lots and management lots is required upon application for material change of use (MCU), application for building works or other development of the site. Previous payments of interim ROL infrastructure charges will be credited in the determination of the area based charge. 8.9 Water Supply Demand Assessment & Water Intensive Development Where a development is considered to place a demand on the water supply network that will exceed the demand normally expected using Table 2-14 or Table 2-55, the development will be deemed to be a water intensive development. Where a development is deemed to be water intensive, its water supply demand (ET’s) will be determined having regard to any development application for the development. Infrastructure charges for water supply will be calculated and levied for water intensive developments in accordance with the determined demand or the planned demand, whichever is the greater. Table 2-18 Typical Water Intensive Development lists development types that are likely to be deemed water intensive. Table 2- 18 Typical Water Intensive Development

Brewery Gold Course / Resort Casino

Turf Club Equestrian Centre Airport

Theme Park Shopping Centre University

Abattoir Convention Centre

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8.10 Monitoring Water Demand If at any time after development has commenced, the water use on a premises is greater than the figures used in the calculation of infrastructure charges for the Water Supply Network, then: The owner will be notified of the increased consumption and asked to advise Council of steps to be taken to control the water use to the levels previously allowed for, and Where water use is not controlled, Council will calculate revised infrastructure charges in accordance with the measured water use and issue the owner of the land with an Infrastructure Charges Notice stating the additional infrastructure charges payable. 8.11 Infrastructure Charge Credits 8.11.1 Infrastructure Charge Credits and Offsets An infrastructure charge credit for the water supply network will be determined in accordance with Division 2, Subclause 13.3.2, Determining Infrastructure Credits with the following conditions: a) An existing lawful use that has not paid contributions will only be entitled to an infrastructure credit where the premises are already connected to the water supply network. b) Where an existing lawful use satisfies (a), the credit shall be calculated based upon the lesser of: i) the actual water consumption of that use (converted to ET’s) averaged over the preceding two years; or ii) the demand calculated for that use from Table 2-14 or Table 2- 55, whichever is less. c) Where a development has paid contributions prior to 30 September 1985 or paid contributions pursuant to an agreement entered into prior to 30 September 1985, infrastructure credits will be calculated based upon the higher of: i) the actual water consumption of that use (converted to ET’s) averaged over the preceding two years; or ii) the credit derived from those previous contributions revalued in accordance with (d) below. d) Previous payments referred to in (c)(ii) will be revalued in accordance with the following steps: i) each payment is converted to its current dollar value ($Y) by increasing that payment by the change in the Consumer Price Index (Brisbane All Groups, ABS Cat. No 6401.0); and ii) the number of ET credits is calculated by dividing the current dollar value ($Y) of the previously paid amount by the corresponding infrastructure charge ($/ET) as at the current date. 8.11.2 Credits for Supply of Trunk Infrastructure Where Council has conditioned a development or reached agreement to have certain items of trunk infrastructure supplied as part of a development in accordance with Division 2, Subclause 13.6.2 – Methods of Paying Infrastructure Charges, the value of that trunk infrastructure will be offset against the water supply network charge. In such instances, the value of the trunk infrastructure will be determined as follows: a) Determine the cost of the ‘works in kind’ based on the planning reports referenced in Division 3, Reference Documentation, less the amount of any contingencies. b) Convert the costs to Equivalent Tenements based on the relevant infrastructure category and charge area infrastructure charge rate. 8.11.3 Imputed Credits Where infrastructure charges have not been paid for an allotment which existed at 2 February 2004, the allotment shall be assigned an equivalent “ET credit” of 1ET. 8.12 Local Trunk Infrastructure Areas for Water Supply From time to time, trunk infrastructure which services a number of local users but which is not Category 1 or 2 trunk infrastructure may be required. Such works are defined as Category 3 local trunk infrastructure under Subclause 8.7.1. A charge may be levied for the establishment cost of Category 3 infrastructure over those properties identified within a Local Trunk Infrastructure Charge Area. The charge will be calculated by dividing the establishment cost of the local trunk infrastructure by the number of tenements serviced (net present value not applied).

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By amendment of this ICS, a Local Trunk Infrastructure Charge Area may be created where a developer has funded Category 3 infrastructure. The developer funding the Category 3 infrastructure may be reimbursed for the cost of the infrastructure that reasonably can be apportioned to the other users of the infrastructure. Refunds may be made over time up to a maximum of five years after adoption by Council, and as development proceeds in the Local Trunk Infrastructure Area. Where Council has resolved to amend the PIP to allow the cost of Category 3 infrastructure funded by a developer to be refunded, Council will require the developer to enter into an infrastructure agreement. The infrastructure agreement will specify the amount to be refunded, a maximum refund period of five years after adoption by Council, who will undertake the works and any other terms agreed with the infrastructure provider. Council will not consider a request to amend the PIP to create a Local Trunk Infrastructure Charge Area where the cost of constructing the local trunk infrastructure is less than $50,000.

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9.0 Wastewater Network – Infrastructure Charges Schedule This schedule is to be known as the Wastewater Network Infrastructure Charges Schedule. 9.1 Apportionment Philosophy Charges for the Wastewater Network have been calculated to ensure an equitable apportionment of trunk infrastructure costs amongst all users of the network. Three categories of water supply trunk infrastructure (Category 1, Category 2 and Category 3) have been defined. The trunk infrastructure components within these categories are identified in Subclause 9.7.1. To ensure that charges reflect the estimated benefit a user will derive from the network, six areas of benefit have been determined across the City. These six charge areas comprise that area of the Gold Coast which is planned to be supplied with a wastewater service and were determined having regard to similarities in the cost of supplying wastewater infrastructure. Wastewater charge areas have been combined for the purpose of calculating a charge where this better achieves the objectives of equity and administrative efficiency. In this respect, the cost of Category 1 components have been apportioned by combining the charge areas in the northern part of the City into a single area and combining the charge areas in the southern part of the City into a single area. This allows for the geographical distribution of treatment and release infrastructure to be better taken into account when apportioning the cost of such works. Contributions collected pursuant to either a Category 1 or 2 wastewater charge in one charge area may be spent on any Category 1 or 2 wastewater trunk infrastructure component in any charge area. 9.2 Method of Cost Apportionment 9.2.1 Category 1 and Category 2 Infrastructure The method used for apportioning the establishment cost of wastewater trunk infrastructure is a modified marginal cost approach. The methodology makes adjustments to the marginal cost approach to include the value of spare capacity and to capture the holding costs arising from the lumpy provision of capacity. The methodology is as follows:

Spare Capacity ($) + PV Future Infrastructure ($) Infrastructure Charge = ______($/ET) PV (Future demand (ET))

Where: Spare capacity is that capacity provided in advance of development and for development but not yet recouped through infrastructure charges, valued at the current replacement cost ($). PV is the Present Value methodology assuming a real discount rate of six (6) percent. Future Infrastructure is that infrastructure (supplied at designated years) required to service the needs of future development alone. Future Demand is that additional demand created by development in future years. The infrastructure charge rates for the respective charge areas are shown in Table 2-32 Infrastructure Charge Rates for the Wastewater Network. The calculations undertaken for the Category 1 & Category 2 charges in each of the charge areas are contained in the extrinsic material. 9.2.2 Category 3 Infrastructure Category 3 wastewater infrastructure charges have been calculated by dividing the total establishment cost of the Category 3 trunk infrastructure between the estimated future demand (ET) calculated for all lots in the relevant Local Trunk Infrastructure Charge Area. The charge rate for the respective local trunk infrastructure charge areas is shown in Table 2-32 Infrastructure Charge Rates for the Wastewater Network. 9.3 Wastewater Service Area The wastewater service area is shown in Figure 2-17 Wastewater Service Area. Within this area, lots may have an existing wastewater service or may be planned to be provided with a wastewater service.

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Whether a particular lot within the Wastewater Service Area is planned to be supplied with a wastewater service will depend on the Planning Scheme Domain, Structure Plan Precinct or Local Area Plan Precinct within which it is located. In this regard, all Domains and Local Area Plan precincts within the Wastewater Service Area are planned to be provided with a wastewater service, except as detailed in Table 2-19 Areas Not Planned to be Services – Wastewater. Council is not required to provide wastewater in those areas not planned to be serviced. In the event that Council agrees to supply wastewater to a development in an area not planned to be serviced, infrastructure charges will be levied and the cost of any additional infrastructure required will be paid by the developer.

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Figure 2-17 Wastewater Service Area

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Table 2-19 Areas Not Planned to be Serviced – Wastewater

Area Within Planning Scheme Domain

Rural Park Living Extractive Industry Structure Plan Precinct

Beenleigh District Park Living

Albert Corridor A: Ormeau Rural Conservation and Landscape Protection Albert Corridor B: Upper Coomera Rural Park Living Conservation and Landscape Protection Albert Corridor E: Kopps Road Park Living

Gilston Rural Open Space for Conservation and Recreation

Reedy Creek Rural Park Living Proposed Open Space and Nature Conservation Existing Open Space and Nature Conservation

Inter-Urban Break Rural Park Living Small Lot Rural Local Area Precinct

Burleigh Ridge Environmental Public Open Space

Coomera Park Living Rural Living/ Open Space Agriculture/ Conservation

Eagleby Low Density Residential Twin Rivers Greenbelt Rural Sub Precinct Extractive Industry Sub Precinct Community Purposes Sub Precinct Public Open Space Sub Precinct Cane Core Sub Precinct

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Area Within Planning Scheme

Guragunbah Residential – Rural Residential Active/ Passive Recreation Passive Recreation Conservation Area Open Space Corridor

Hope Island South Crescent Avenue

Nerang Large Lot Residential

Oxenford Rural Park Living Conservation and Landscape Protection

Uplands Drive & Woodlands Way Large Lot Residential

Yatala Extractive Industry

9.4 Charge Areas Category 1 and Category 2 charges for the Wastewater Network are stated for six charge areas within the City. The wastewater network charge areas shown in Figure 2-18 Wastewater Network Charge Areas are as follows: Beenleigh Stapylton Pimpama Coombabah Merrimac Elanora For Category 3 charges, the boundaries of the Local Trunk Infrastructure Charge Areas are shown in Figure 2-19 to Figure 2-33.

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Figure 2-18 Wastewater Network Charge Areas

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L R Y

Y T

A S

W N I

H B R G IVE I O R

H R

C I W F I A C GT

A A E P IL V S I T R R E D HAWK E E S T D TREE T A

ON R AM PHEA SANT A VENUE

Figure 2-19 Peacock and Pheasant Avenues Local Area

COUL TER ROAD D A

P H A C C A I O F I C C

D D H OA I R G YS OL DA H W B A A Y IL EY S B IL M L O I U C N N R G T E H A SC U I E R N N ST R T O A D

Figure 2-20 Oakey Creek Local Area

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C A D J EA X H I

D A NDALUSIAN DR A IVE ROAD O R CLYDESDALE DRIVE

V I

D E AC T C L N I P E R C M D LE ES E A T N CR D A O U A E A R O L V B I C I C

R A A R D A A E R C D M S

D O O O C E L W L N P FA O R I WN S E T T RE S B D ET

M S E A BA T M CO BI CLO R LL SE EGE C E LOSE AXIS E CLO E C SE T ON V B I R IO B

Figure 2-21 River Meadows Local Area

H E D D U B

D A O R S Y E S A C

Figure 2-22 Caseys Road Local Area

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BARRS AVENUE

OXENFORD COOMERA GORGE ROAD

COOMERA RIVER

OXENFORD COOMERA ROAD

KLEINSCHMIDT ROAD

YALLAROI ROAD

Figure 2-23 Barrs Field Local Area

SALTWATER CREEK

KOPPS ROAD

FELLING DRIVE GREENWAY BOULEVARD

BARK COURT KENEALLY STREET KOPPS ROAD CATCHLOVE STREET

Figure 2-24 Saltwater Creek Local Area

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ASHMORE ROAD

MEDITERRANEAN DRIVE

BENOWA ROAD

Figure 2-25 Woodlands Local Area

JOSEPHINE TERRACE BEN LOMOND DRIVE

ALEXANDER DRIVE

ARMSTRONG WAY

Figure 2-26 Ben Lomond Drive Local Area

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ID O O N M ER R N R Q D E O V A U I I BR T Q R D A O R D RA U M C U G O U O E N B B I R D O T C A D O A WM A V O N O R E O

E G O R N R

S O A U I R B N T F E E W W R F C I O E R O L P O E AM U L C M U T R D A D A T N R R P A C R G U I A N I R M A P O N H E C O P N P I C N U A L O L A I C U T IA C R R L E E T E S G C N E ET ET A N E TR E T R R S ST KE N TO IL CH

D URT G CO ER E ALT T E R L C O U R L AYM I A B

R O E IV

Figure 2-27 Bourton Road, Ghilgai Road and Macadie Way Local Area

T LAL

S OP HIR COUR B T T O A I C L K E M Y U S A O N ET R C C O E K R S A R E ES E D T R N A S C U L BU A E A L C N N C R O M T E KE U I U N A R T LL T E EE R C N R A S C ESC OU A C RT LTO O S U C EN OU R R T T T

OAD K R OO BR ING PR Figure 2-28 Mudgeeraba Upstream of Golden Grove Local Area

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SEABROOK STREET

ANTHONY DRIVE

VARSITY PARADE

Figure 2-29 Galleon Way (Area 2) Local Area

SUNLIGHT DRIVE

ROAD CREEK REEDY

V I

D E IV Y R L D M

A A D E R L

Figure 2-30 Sunlight Drive Local Area

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Figure 2-31 East Coomera

STAPY LTON J ACOBS WELL ROAD

L S H

QUINN S HILL ROAD EAST

Figure 2-32 East Yatala Local Area

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ZONE A2 SHINNECOCK CLOSE

O X UE E AVEN N NES FO ZONE D DUN R D ZONE A1 S O U T H P O R T R O A D SICKLE AVENUE

ZONE B

ZONE C

Figure 2-33 Hope Island Local Area

9.5 Establishment Cost of Wastewater Trunk Infrastructure Wastewater trunk infrastructure is development infrastructure identified in Division 1, Clause 5.6 Wastewater Network - Plans for Trunk Infrastructure (PFTI). A detailed description of the individual infrastructure components and their corresponding cost can be found in Appendix B and the network planning reports referenced in Division 3, Reference Documentation. The cost of wastewater trunk infrastructure has been determined using the unit costs outlined in Strategic Wastewater Category 1 Planning Report, Cardno, November 2006, and Units Costs Report Water Supply and Sewerage Networks, KBR, April 2005. The establishment cost of the Wastewater Network includes the cost of preparing the infrastructure charges schedule, including the Desired Standards of Service and Plans For Trunk Infrastructure. In addition to those costs summarised below, an administrative on-cost of 1.5% for the ongoing administration of the Infrastructure Charge Schedule has been included in the charges calculations. The establishment cost of the Wastewater Network is summarised in Table 2-20 to Table 2-27.

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Table 2-20 Establishment Cost of Category 1 Wastewater Infrastructure – Combined Beenleigh, Stapylton & Pimpama Wastewater Charge Areas

Category 1 Establishment Cost by Cohort Period ($ 2005) Network Base 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 Total Component Year Existing

Infrastructure All $13,183 $13,183 Components Planned

Infrastructure Wastewater Pipes (Reuse $4,119,149 $31,910,669 $9,856,308 $26,058,410 $38,405,073 $110,349,609 & Release) Wastewater Pump Stations $0 $6,962,666 $0 $0 $4,779,576 $11,742,242 (Reuse & Release) Effluent Storage $0 $6,302,953 $0 $0 $0 $6,302,953 Lagoons Wetlands $200,000 $466,000 $0 $0 $0 $666,000 Disposal Wastewater Treatment $30,651,000 $85,275,745 $27,418,200 $4,830,000 $88,619,966 $236,794,911 Plants ICS Preparation $98,259 $98,259 Costs Total $111,442 $34,970,149 $130,918,033 $37,274,508 $30,888,410 $131,804,615 $365,967,157

Table 2-21 Establishment Cost of Category 1 Wastewater Infrastructure – Combined Coombabah, Merrimac & Elanora Wastewater Charge Areas

Category 1 Establishment Cost by Cohort Period ($ 2005) Network Base 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 Total Component Year Existing

Infrastructure All $524,389 $524,389 Components Planned

Infrastructure Wastewater Pipes (Reuse $0 $93,703,406 $0 $0 $0 $93,703,406 & Release) Wastewater Pump Stations $0 $17,778,571 $0 $0 $1,788,947 $19,567,518 (Reuse & Release) Effluent Storage $0 $2,020,057 $0 $0 $1,057,845 $3,077,902 Lagoons Wetlands $0 $0 $0 $0 $0 $0 Disposal Wastewater Treatment $71,986,115 $16,582,358 $56,994,000 $17,114,000 $134,386,881 $297,063,354 Plants ICS Preparation $98,259 $98,259 Costs Total $622,648 $71,986,115 $130,084,392 $56,994,000 $17,114,000 $137,233,673 $414,034,828

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Table 2-22 Establishment Cost of Category 2 Wastewater Infrastructure - Beenleigh Wastewater Charge Area

Category 2 Establishment Cost by Cohort Period ($ 2004) Network Component Base Year 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 Total Existing

Infrastructure All $217,800 $217,800 Components Planned

Infrastructure Gravity Sewers & $19,938,312 $3,777,888 $1,638,927 $0 $7,961,996 $33,317,123 Rising Mains Manholes $410,526 $271,292 $238,072 $0 $103,657 $1,023,547 Pump Stations $9,177,375 $1,137,970 $0 $0 $5,768,900 $16,084,245 ICS Preparation $65,064 $65,064 Costs Total $282,864 $29,526,213 $5,187,150 $1,876,999 $0 $13,834,553 $50,707,779

Table 2-23 Establishment Cost of Category 2 Wastewater Infrastructure - Stapylton Wastewater Charge Area

Category 2 Establishment Cost by Cohort Period ($ 2004) Network Component Base Year 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 Total Existing

Infrastructure All $3,121,300 $3,121,300 Components Planned

Infrastructure Gravity Sewers & $7,853,623 $2,733,014 $4,897,403 $0 $10,967,020 $26,451,060 Rising Mains Manholes $40,089 $283,493 $162,303 $0 $324,607 $810,492 Pump Stations $2,711,073 $592,925 $999,248 $0 $7,321,805 $11,625,051 ICS Preparation $65,064 $65,064 Costs Total $3,186,364 $10,604,785 $3,609,432 $6,058,954 $0 $18,613,432 $42,072,967

Table 2-24 Establishment Cost of Category 2 Wastewater Infrastructure - Pimpama Wastewater Charge Area

Category 2 Establishment Cost by Cohort Period ($ 2004) Network Component Base Year 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 Total Existing

Infrastructure All $3,957,200 $3,957,200 Components Planned

Infrastructure Gravity Sewers & $1,950,513 $45,443,541 $0 $0 $2,878,708 $50,272,762 Rising Mains Manholes $0 $1,953,076 $0 $0 $38,961 $1,992,037 Pump Stations $3,456,562 $51,259,809 $0 $0 $2,832,468 $57,548,839 ICS Preparation $65,064 $65,064 Costs Total $4,022,264 $5,407,075 $98,656,426 $0 $0 $5,750,137 $113,835,902

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Table 2-25 Establishment Cost of Category 2 Wastewater Infrastructure – Coombabah Wastewater Charge Area

Category 2 Establishment Cost by Cohort Period ($ 2004) Network Component Base Year 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 Total Existing

Infrastructure All $3,869,700 $3,869,700 Components Planned

Infrastructure Gravity Sewers & $43,168,011 $12,193,267 $3,705,810 $4,847,471 $48,412,884 $112,327,443 Rising Mains Manholes $1,896,582 $471,224 $14,046 $177,683 $1,449,556 $4,009,091 Pump Stations $40,254,033 $9,879,392 $105,707 $963,465 $63,256,323 $114,458,920 ICS Preparation $65,064 $65,064 Costs Total $3,934,764 $85,318,626 $22,543,883 $3,825,563 $5,988,619 $113,118,763 $234,730,218

Table 2-26 Establishment Cost of Category 2 Wastewater Infrastructure – Merrimac Wastewater Charge Area

Category 2 Establishment Cost by Cohort Period ($ 2004) Network Component Base Year 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 Total Existing

Infrastructure All $6,893,200 $6,893,200 components Planned

Infrastructure Gravity Sewers & $27,158,305 $21,384,997 $219,105 $3,854,580 $11,715,174 $64,332,161 Rising Mains Manholes $776,247 $381,716 $42,242 $288,209 $573,342 $2,061,756 Pump Stations $11,484,689 $17,352,529 $176,658 $463,226 $19,623,445 $49,100,547 ICS Preparation $65,064 $65,064 Costs Total $6,958,264 $39,419,241 $39,119,242 $438,005 $4,606,015 $31,911,961 $122,452,728

Table 2-27 Establishment Cost of Category 2 Wastewater Infrastructure - Elanora Wastewater Charge Area

Category 2 Establishment Cost by Cohort Period ($ 2004) Network Component Base Year 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 Total Existing

Infrastructure All $6,893,200 $6,893,200 Components Planned

Infrastructure Gravity Sewers & $27,158,305 $21,384,997 $219,105 $3,854,580 $11,715,174 $64,332,161 Rising Mains

Manholes $381,716 $42,242 $288,209 $573,342 $2,061,756 $776,247 Pump Stations $11,484,689 $17,352,529 $176,658 $463,226 $19,623,445 $49,100,547 ICS Preparation $65,064 $65,064 Costs Total $6,958,264 $39,419,241 $39,119,242 $438,005 $4,606,015 $31,911,961 $122,452,728

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9.6 Wastewater Demand The standard demand unit for wastewater is an equivalent tenement (ET). The demand in ET for each property is related to the type of development allowed on the property. All development types are given an ET demand, with a detached dwelling on an urban residential lot being 1 ET. The planned future demand for each Domain, expressed in ET per Hectare is shown in Table 2-55 GCCC Planned Demand Per Hectare*-DOMAINS. Based on the planned demand, the planned increase in wastewater demand (ET) for each charge area is shown in Table 2-28 Planned Increase in Wastewater Demand (ET) by Charge Area.

Table 2-28 Planned Increase in Wastewater Demand (ET) by Charge Area

Wastewater Demand (ET) Charge Area 2004-2006 2006-2011 2011-2016 2016-2021 2021-2056 Total 2004-2056 Beenleigh 2,243 1,363 1,498 2,392 13,564 21,060 Stapylton 964 964 1,207 1,204 18,180 22,519 Pimpama 5,240 13,442 8,711 4,235 31,409 63,037 Coombabah 10,356 9,925 8,364 9,421 45,192 83,258 Merrimac 6,047 4,902 4,551 3,994 25,956 45,450 Elanora 2,933 1,544 3,218 3,064 9,590 20,349

Table 2-29 Typical Wastewater Supply Demand Generation Rates for Development Types identifies typical wastewater demand generated by particular types of development.

Table 2-29 Typical Wastewater Supply Demand Generation Rates for Development Types

Development Type Development Unit Demand Equivalent Conversion Rate Car Wash Lane 1.0 ET / Lane

Caravan Park Site 0.3 ET / Site

0.05 ET per Pupil / staff Child Care Centre Pupil / staff member member

Commercial (other) 100 m2 GFA 0.6 ET / 100 m2 GFA

Conference / meeting venue 100 m2 GFA 1.6 ET / 100 m2 GFA

Detached Dwelling Dwelling 1 ET/dwelling

Entertainment / Cinemas 100 m2 GFA 2.0 ET / 100 m2 GFA

0.275 ET / Additional Family Accommodation Additional Dwelling Dwelling

Hospital Bed 0.5 ET / Bed

Hostel Accommodation Bed 0.24 ET / Bed

Flushing Unit, Water 1.1 ET / Flushing Unit, Hotels / Clubs Closet and Urinal Water Closet and Urinal

Industry 100 m2 GFA 0.36 ET / 100 m2 GFA

0.4 ET / Washing Laundromat Washing Machine Machine

Marina (Live aboard) Berth 0.8 ET / Berth

Marina (Commercial) Berth 0.2 ET / Berth

Marina (Transient Moorage) Berth 0.4 ET / Berth

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Development Type Development Unit Demand Equivalent Conversion Rate 0.3 ET / Consultation Medical / Dental Centre Consultation Room Room

Motel / Hotel Bedroom 0.6 ET / Bedroom

Multi Unit Dwelling 1 bedroom/studio Dwelling 0.47 ET/ Dwelling

Multi Unit Dwelling 2 bedroom Dwelling 0.63 ET/Dwelling

Multi Unit Dwelling 3 bedroom + Dwelling 0.9 ET/Dwelling

Nursing Home Bed 0.26 ET / Bed

Office 100 m2 GFA 0.6 ET / 100 m2 GFA

Restaurant / Café / Fast Food Seat 0.05 ET / Seat

Retail 100 m2 GFA 0.6 ET / 100 m2 GFA

0.03 ET per Pupil / staff School - Primary Pupil / staff member member

0.03 ET per Pupil / staff School - Secondary Pupil / staff member member

0.1 ET per Pupil / staff School – Tertiary/Further with accom Pupil / staff member member

School – Tertiary/Further without 0.01 ET per Pupil / staff Pupil / staff member accom member

Table 2-30 Interim Demands for Reconfiguring Park Living, Non Residential & Management Lots identifies the interim demands for the reconfiguration of park living, non-residential and management lots.

Table 2-30 Interim Demands for Reconfiguring Park Living, Non Residential & Management Lots

Purpose of Reconfiguration Development Unit Demand Equivalent Conversion Rate

Park Living Lot (rural residential type Proposed lot 1 ET/Lot development)

Non-residential (eg office, retail, Proposed lot 1 ET/Lot industrial & other non-residential type development

Management Proposed lot 1 ET/Lot

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9.7 Infrastructure Charges 9.7.1 Wastewater Charge Categories The infrastructure charges which may apply to development in each of the charge areas have been divided into three charge categories. These charge categories and the infrastructure components associated with each are shown in Table 2-31 Wastewater Infrastructure Charge Categories.

Table 2-31 Wastewater Infrastructure Charge Categories

Infrastructure Charge Category Trunk Infrastructure Components

Category 1 Wastewater Treatment Plants This charge is levied for the establishment Wastewater Release Systems cost of the treatment, storage and release Wastewater Storages components of the wastewater network Telemetry and instrumentation systems shown in the PIP.

Category 2 Gravity sewers (generally having a This charge is levied for the establishment minimum size of 300 mm equivalent cost of the reticulation component of the diameter) wastewater network shown in the PIP. Manholes Rising mains (generally having a minimum size of 225 mm equivalent diameter) Wastewater pumping stations (with rising mains generally having a minimum size of 225 mm equivalent diameter) Odour control and corrosion control systems Wastewater Storages Telemetry and instrumentation systems

Category 3 Gravity sewers (generally having a This charge is levied for the establishment maximum size less than 300 mm cost of local trunk infrastructure shown within equivalent diameter) a Local Trunk Infrastructure Area within a Rising mains (generally having a maximum wastewater charge area. size less than 225 mm equivalent diameter) Wastewater pumping stations (with rising mains generally having a maximum size less than 225 mm equivalent diameter) Telemetry and instrumentation systems

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9.7.2 Wastewater Charge Rates Table 2-32 Infrastructure Charge Rates for the Wastewater Network ($ June 2005) identifies the charge rates applicable in each of the charge areas. Category 3 charge rates only apply within the specified Local Trunk Infrastructure Areas shown in Figure 2-19 to Figure 2-33. Table 2-32 Infrastructure Charge Rates for the Wastewater Network ($ June 2005)

Charge Category 1 Category 2 Water Supply Network Local Trunk Category 3 Area ($/ET) ($/ET) Infrastructure Charge Area ($/ET) Beenleigh 4,039 4,835 Peacock and Pheasant Avenues 1,530

Stapylton 4,039 4,078 East Yatala 2,166

Pimpama 4,039 2,910 Oakey Creek Residential 253 Local centre/high density residential 327 Fringe business/commercial 234 Community purposes 298 East Coomera Zone A 1,843 Zone B 1,921 Zone C 1,721 Zone D 680 Zone E 592 Zone F 3,674 River Meadows 221 Coombabah 4,100 3,717 Caseys Road 1,210 Barrs Field 277 Saltwater Creek 663 Woodlands 752 Hope Island Zone A1 1,984 Zone A2 1,984 Zone B 1,677 678 Zone C 0 Zone D Merrimac 4,100 4,579 Ben Lomond Drive 2,532 Bourton Road, Ghilgai Road, Macadie Way 828 Mudgeeraba upstream of Golden Grove 231

Elanora 4,100 2,532 Galleon Way 1,643 Sunlight Drive 11,151

9.8 Calculation Of Wastewater Charges For Particular Development Charges for the Wastewater Network are calculated having regard to the demand for infrastructure. The assessment of infrastructure charges for wastewater will be undertaken in accordance with Division 2, Chapter 13, Implementation. In the case of reconfiguring park residential lots, non-residential lots and the creation of management lots, interim charges on new allotments will be calculated based on the demands provided in Table 2- 30 Interim Demands for Reconfiguring Park Living, Non Residential & Management Lots. Payment of the full charge for park residential lots, non-residential lots and management lots is required upon application for material change of use (MCU), application for building works or other development of the site. Previous payments of interim ROL infrastructure charges will be credited in the determination of the area based charge.

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9.9 Wastewater Demand Assessment & Water Intensive Development Where a development is considered to place a demand on the wastewater network that will exceed the demand normally expected using Table 2- 29 or Table 2- 55, the development will be deemed to be a water intensive development. Where a development is deemed to be water intensive, its wastewater demand (ET’s) will be determined having regard to any development application for the development. Infrastructure charges for wastewater will be calculated and levied for water intensive developments in accordance with the determined demand or the minimum planned demand, whichever is the greater. Table 2- 33 –Typical Water Intensive Development lists developments types that are likely to be deemed water intensive.

Table 2-33 Typical Water Intensive Development

Brewery Gold Course / Resort Casino

Turf Club Equestrian Centre Airport

Theme Park Shopping Centre University

Abattoir Convention Centre

9.10 Monitoring Water Demand If at any time after development has commenced, the water use on a premises is greater than the figures used in the calculation of infrastructure charges for the Wastewater Network, then: The owner will be notified of the increased consumption and asked to advise Council of steps to be taken to control the water use to the levels previously allowed for, and Where water use is not controlled, Council will calculate revised infrastructure charges in accordance with the measured water use and issue the owner of the land with an Infrastructure Charges Notice stating the additional infrastructure charges payable. 9.11 Infrastructure Charge Credits & Offsets 9.11.1 Determining Infrastructure Charge Credits and Offsets An infrastructure charge credit for the wastewater network will be determined in accordance with Division 2, Subclause 13.3.2, Determining Infrastructure Credits with the following conditions: a) An existing lawful use that has not paid contributions will only be entitled to an infrastructure credit where the premises are already connected to the wastewater network. b) Where an existing lawful use satisfies (a), the credit shall be calculated based upon the lesser of: i) the actual water consumption of that use (converted to ET’s) averaged over the preceding two years; or ii) the demand calculated for that use from Table 2- 29 and Table 2- 55, whichever is less. c) Where a development has paid contributions prior to 30 September 1985 or paid contributions pursuant to an agreement entered into prior to 30 September 1985, infrastructure credits will be calculated based upon the higher of: i) the actual water consumption of that use (converted to ET’s) averaged over the preceding two years; or ii) the credit derived from those previous contributions revalued in accordance with (d) below. d) Previous payments referred to in (c)(ii) will be revalued in accordance with the following steps: i) each payment is converted to its current dollar value ($Y) by increasing that payment by the change in the Consumer Price Index (Brisbane All Groups, ABS Cat. No 6401.0); and ii) The number of ET credits is calculated by dividing the current dollar value ($Y) of the previously paid amount by the corresponding infrastructure charge ($/ET) as at the current date.

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9.11.2 Credits for Supply of Trunk Infrastructure Where Council has conditioned a development or reached agreement to have certain items of trunk infrastructure supplied as part of a development in accordance with Division 2, Subclause 13.6.2 – Methods of Paying Infrastructure Charges, the value of that trunk infrastructure will be offset against the Wastewater Network charge. In such instances, the value of the trunk infrastructure will be determined as follows: a) Determine the cost of the ‘works in kind’ based on the planning reports referenced in Division 3, Reference Documentation, less the amount of any contingencies. b) Convert the costs to Equivalent Tenements based on the relevant infrastructure category and charge area infrastructure charge rate. 9.11.3 Imputed Credits Where infrastructure charges have not been paid for an allotment which existed at 2 February 2004, the allotment shall be assigned an equivalent “ET credit” of 1ET. 9.12 Local Trunk Infrastructure Areas for Wastewater From time to time, trunk infrastructure which services a number of local users but which is not Category 1 or Category 2 trunk infrastructure may be required. Such works are defined as Category 3 infrastructure under Subclause 9.7.1. A charge may be levied for the establishment cost of Category 3 infrastructure over those properties identified within a Local Trunk Infrastructure Charge Area. The charge will be calculated by dividing the establishment cost of the local trunk infrastructure by the number of tenements serviced (net present value not applied). By amendment of this ICS, a Local Trunk Infrastructure Charge Area may be created where a developer has funded Category 3 infrastructure. The developer funding the Category 3 infrastructure may be reimbursed for the cost of the infrastructure that reasonably can be apportioned to the other users of the infrastructure. Refunds may be made over time up to a maximum of five years after adoption by Council, and as development proceeds in the Local Trunk Infrastructure Area. Where Council has resolved to amend the PIP to allow the cost of Category 3 infrastructure funded by a developer to be refunded, Council will require the developer to enter into an infrastructure agreement. The infrastructure agreement will specify the amount to be refunded, a maximum refund period of five years after adoption by Council, who will undertake the works and any other terms agreed with the infrastructure provider. Council will not consider a request to amend the PIP to create a Local Trunk Infrastructure Charge Area where the cost of constructing the local trunk infrastructure is less than $50,000.

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10.0 Transport Network – Infrastructure Charges Schedule This schedule is to be known as the Transport Network Infrastructure Charges Schedule. 10.1 Apportionment Philosophy The apportionment of transport infrastructure charges is based on the usage of the Transport Network by development. External users are excluded. External users are those developments located outside the city of Gold Coast. The proprietary travel forecasting model (Zenith) has been used to define the scale and pattern of travel across the city and the amount of the network consumed by travel associated with 13 charge areas defined for the Gold Coast. Transport usage is determined on the basis of 24 hour modelled volumes. The charge rate only considers the trunk infrastructure elements identified in the PFTI and Schedules of Works as identified in Subclause 5.3 Transport Network Plans for Trunk Infrastructure. The Transport Network trunk infrastructure cost includes the establishment cost, the land cost, the earthworks and formation works and future improvements of intersections to cater for increased traffic. 10.2 Method of Cost Apportionment The Transport Network infrastructure charging methodology is based on charging new developments the replacement cost of the amount of the trunk road network capacity consumed by the traffic that new developments generate. This includes consumption of new roads required to accommodate future traffic growth, as well as the consumption of the existing road system. The adopted Transport Forecasting Model predicts the daily travel patterns and the roads used by development throughout the city. The capacity of each road in the network has been valued on the basis of a (2006) dollar rate per daily vehicle – km. The value ascribed to each link is the full establishment cost of providing that link. This approach is applied to Local Government roads and the local function use of State-controlled roads. Each daily trip within the network has been costed using the extent of individual roads used and the capacity value ascribed to those roads. The value of the capacity consumed by each trip is allocated equally to the land use at each end of the trip. This can be accumulated for each daily trip made associated with each traffic zone, with allowances made for linked trips and apportioned to the daily trips generated by each traffic zone to determine the charge. In the future, discounting is intended to take into account the present value of each link in the network based on the planned timing of any capacity upgrade. This will be divided by the long term capacity to obtain the present value of capacity on each link. The present value of the capacity consumed is used to represent the present value of the capital needed to support the demand. The charge rate is determined by dividing the present value of capital (capacity consumed) by the present value of the demand (present value of the charge area trips). The present value of the demand for a charge area is obtained by looking at the incremental growth in car based trips by charge area in each projection cohort and discounting using a 6% discount rate. Determining a charge rate for the local use of State-controlled roads is undertaken in the same way, but is limited to only proportioned trips that both start and finish in the Gold Coast, and that use State- controlled roads. 10.3 Charge Areas There are 13 Transport Network charge areas. These have been created from the original traffic zones in the Transport Model based on zones with similar level of charge, and where physical and natural boundaries logically explain the differences in charges. The Transport Network charge area boundaries are shown in Figure 2-34 Transport Network Charge Area Boundaries.

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Figure 2-34 Transport Network Charge Area Boundaries

10.4 Establishment Cost of Transport Planned infrastructure shown in the Transport Infrastructure Works Schedules have been costed using the unit construction costs outlined in the Extrinsic Material. The establishment cost provides for the elements specified in the Land Development Guidelines (GCCC) for a road section, off road pathway provision, school car parking provision and bus shelters. For Local Government roads only, the cost is estimated per standard length of road to include: a) the proportional elements specified in the standard Land Development Guidelines cross- section; and b) an additional trip end cost for a proportion of infrastructure provided outside the standard road cross-section for school parking and off-road cycle/ pedestrian facilities. The planning for State-controlled roads is based on DSS and considers the Statement of Intent descriptions developed for the district.

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Table 2-34 Transport Infrastructure Works Schedule identifies the costed schedule of Gold Coast Council’s new roads projects. Table 2-34 Transport Infrastructure Works Schedule

Upgrade Total Cost Road From To Classification Works ($) Construction Period – 2005-2006

Abraham Road Reserve Road Weir Drive Four Lane – Urban Total reconstruction 447,166 BP service road Abraham Road Weir Drive Two Lane – Urban Total reconstruction 1,733,073 connection Dreamworld Beattie Road M1 Service Road Two Lane – Rural New road link 1,132,560 Parkway Dreamworld Beattie Road Ford Road Four Lane – Urban Total reconstruction 3,485,922 Parkway Cheltenham Drive Laver Drive Thorngate Drive Four Lane – Urban Duplication 3,744,104 Cunningham Drive Foxwell Road Oakey Creek Road Four Lane – Urban Total reconstruction 7,134,932 South Residential Jessica Drive Reserve Road Jacob Court New road link 2,726,461 Collector – Bus McLaren Road Gilston Road Oakdale Avenue Four Lane – Urban Duplication 1,774,225 Reserve Road Old Coach Road Abraham Road Four Lane – Urban Total reconstruction 7,805,141 Robina Parkway Gooding Drive Markeri Street Four Lane – Urban Duplication 7,820,288 Robina Town Pacific Motorway Investigator Drive Four Lane – Urban Duplication 5,453,993 Centre Drive Stevens Street/ Intersection High Street High Street 214,400 improvement intersection Wuraga Road Dairy Creek Road Prangley Road Two Lane – Urban Total reconstruction 3,429,240 (int’n) Construction Period – 2007-2011

BP service road Abraham Road Days Road Four Lane – Urban Total reconstruction 2,267,733 connection Amity Road/ Kerkin Yawalpah Road Foxwell Road Two Lane – Urban Total reconstruction 5,487,892 Road New road & Ashmore Road Geoff Wolter Drive Smith Street Four Lane – Urban 8,468,258 duplication Beenleigh Bahrs Scrub Road Prangley Road Two Lane – Urban Total reconstruction 3,256,065 Beaudesert Road Bermuda Street Tallebudgera Creek New road link & Pacific Motorway Four Lane – Urban 10,140,066 extension Road upgrade Binstead Way/ Manra Way Maudsland Road Four Lane – Urban Duplication 7,341,694 Kopps Road Two Lane Road – Bonogin Road Tolga Road Carrington Road Upgrade/ realign 677,285 Urban Two Lane Road – Bonogin Road Somerset Drive Riverina Court Upgrade 545,591 Urban Two Lane Road – Bonogin Road Gunsynd Drive Existing Widening one side 290,188 Urban Two Lane Road – Bonogin Road Hardys Road Existing Total reconstruction 526,777 Urban Two Lane Road – Bonogin Road Roxby Court Existing Widening one side 181,367 Urban Two Lane Road – Bonogin Road Roxby Court Bonogin Road East Total reconstruction 5,165,489 Urban

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Upgrade Total Cost Road From To Classification Works ($) Two Lane Road – Bonogin Road Broadoak Court Fairy Wren Court Total reconstruction 4,835,064 Urban Christine Avenue Scottsdale Drive Regensberg Close Four Lane – Urban Duplication 3,853,273 Coomera Service ‘Le Mans' Foxwell Road Four Lane – Urban Total reconstruction 6,900,421 Road connection Coomera Service Road 'G' connection Foxwell Road Four Lane – Urban New road link 9,251,610 Road road Coomera Service Oxenford Hope Upgrade and Beattie Road Four Lane – Urban 14,202,530 Road Island Road duplication Coomera Service Reserve Road Abraham Road Two Lane – Urban New road link 4,500,678 Road Cunningham Drive New road linking to Yawalpah Road Two Lane – Urban Total reconstruction 3,780,730 North 'Le Mans' I/C Duplication & Days Road Old Coach Road Abraham Road Four Lane – Urban 3,508,913 upgrade Pimpama Jacobs Depot Road Old Pacific Highway Two Lane – Urban New road link 793,674 Well Road Gold Coast Duplication, new Discovery Drive Millaroo Drive Four Lane – Urban 150,000 Highway road & upgrade Finnegan Way Northern end Amity Road Two Lane – Urban New road link 5,234,833 Cunningham Drive Six Lane Road – Foxwell Road Abraham Road Total reconstruction 9,833,227 South Urban Foxwell Road Oakey Creek Road Colman Road Two Lane – Urban Total reconstruction 5,575,706 Brisbane Beenleigh Gardiner Road Dairy Creek Road Two Lane – Urban Total reconstruction 2,833,118 Road Weedens Crossing Duplication & Gilston Road Cayuga Street Four Lane – Urban 4,785,060 Road upgrade Hinkler Drive Barrine Drive Dormello Drive Two Lane – Urban New road link 1,323,982 North of Hinkler Drive South of Alkira Way Two Lane – Urban New road link 870,564 Mudgeeraba Road Hope Island Northern Service Sickle Avenue Crescent Avenue Res Coll – bus route New road link 5,318,236 Road Inner Ring Road James Street Kent Street Four Lane – Urban New road link 3,277,377 Millaroo Drive M1 Gold Coast Millaroo Drive underpass Two Lane – Urban New road link 150,000 Highway connection Duplication & Mudgeeraba Road Pacific Motorway Worongary Road Four Lane – Urban 5,041,775 upgrade Duplication & Old Coach Road Days Road Existing Four Lane – Urban 2,980,667 upgrade Old Coach Road Reserve Road Gannon Way Two Lane – Urban Total reconstruction 1,597,114 Ormeau Service Pascoe Road Peachey Road Two Lane – Urban New road link 5,056,523 Road Pacific Motorway Two Lane Road – KP McGrath Drive Cowell Drive New road link 17,013,699 Service Road Urban Pappas Way Pappas Way Alexander Drive Two Lane – Urban New road link 2,394,158 extension Peanaba Park Bridie Drive Existing Two Lane – Urban New road link 1,006,589 Road Pearson Road Computer Road Darlington Drive Indust. Collector Upgrade 1,834,860 Pimpama western Mirambeena Drive Hotham Creek Two Lane – Urban New road link 7,986,220 Service Road M1 interchange Road Prangley Road Wuraga Road Bahrs Scrub Road Two Lane – Urban Total reconstruction 2,785,576

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Upgrade Total Cost Road From To Classification Works ($) Reserve Road Hart Street Old Coach Road Four Lane – Urban Total reconstruction 10,259,737 Pacific Pines Duplication & Smith Street Pacific Motorway Four Lane – Urban 1,922,729 Boulevard upgrade Gold Coast Duplication & Somerset Drive Bonogin Road Four Lane – Urban 4,250,290 Springbrook Road upgrade Beenleigh Stanmore Road Peachey Road Four Lane – Urban Upgraded alignment 19,230,357 Beaudesert Road Stanmore Road Peachey Road Elderslie Road Four Lane – Urban Second carriageway 9,274,968 Two Lane Road – Tolga Road Bonogin Road Observatory Drive New road link 3,971,946 Urban Remembrance Via Roma Salerno Street Four Lane – Urban Duplication 7,164,246 Drive Yawalpah Road Pacific Motorway Rail corridor Four Lane – Urban Duplication 2,792,970 Yawalpah Road Rail corridor IRTC Four Lane – Urban Initial two lanes 11,561,055 Construction Period – 2012-2016

Dreamworld Beattie Road Reserve Road Two Lane – Urban New road link 14,267,674 Parkway Existing Christensen Road Burnside Road Indust. Collector New road link 6,568,671 Christensen Road Cunningham Road ‘Le Mans' Coomera New Link Four Lane – Urban New road link 27,647,416 North Interchange Cunningham Road Coomera New Link Edwardson Drive Two Lane – Urban New road link 6,728,429 North Cunningham Road ‘Le Mans' Coomera New Link Four Lane – Urban New road link 9,658,333 South connection road Cunningham Drive Coomera Road 'G' Service Road Four Lane – Urban New road link 10,764,756 Link Road Dixon Drive Yawalpah Road Cunningham Drive Two Lane – Urban Total reconstruction 4,506,420 Eggersdorf Road Pacific Motorway Jacobs Ridge Road Four Lane – Urban Duplication 3,209,086 Ormeau Weedens Crossing Duplication & Gilston Road McLaren Road Four Lane – Urban 2,080,694 Road upgrade Helensvale Road Discovery Drive Hope Island Road Four Lane – Urban Duplication 11,055,244 Musgrave Avenue Olsen Avenue Kumbari Avenue Four Lane – Urban Duplication 3,363,577 Pearson Road – Pearson Road Sandy Creek Road Indust. Collector New road link 3,964,836 Sandy Creek Road New road link & Pearson Road Peachey Road Computer Road Indust. Collector 6,236,752 upgrade Quarry Connection Rudman Parade Bermuda Street Indust. Collector New road link 2,341,738 Road West bound exit Added lane to Reedy Creek Road Rothcote Court Ambassador Drive onto Reedy Creek 607,581 existing Road Reserve Road Tamborine Hart Street Four Lane – Urban New road link 4,226,814 deviation Oxenford Road Reedy Creek M1 Scottsdale Drive Christine Avenue Four Lane – Urban Duplication 3,517,187 Interchange Southern Service Helensvale Road Crescent Avenue Res Coll – bus route New road link 4,950,762 Road Brisbane Beenleigh Teys Road Tallagandra Road Two Lane – Urban Total reconstruction 2,921,033 Road Teys Road Tallagandra Road Wuraga Road Two Lane – Urban Total reconstruction 850,889 Thomas Drive Ferry Road Existing Bridge Widening Additional lane 1,440,000

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Upgrade Total Cost Road From To Classification Works ($) Wongawallan Existing Stephens Street Two Lane – Urban New road link 5,241,972 Drive Wongawallan Drive Wyllie Way Two Lane Road – Lancashire Drive Observatory Drive New road link 9,923,287 connection Urban Construction Period – 2017-2021

Baileys Mountain Old Coach Road Ruffles Road Two Lane – Urban Upgrade 3,960,238 Road Benowa Road Cotlew Street Drury Avenue Four Lane – Urban Duplication 1,588,523 Gold Coast Duplication & Boyd Street State border Four Lane – Urban 6,128,177 Highway upgrade Bundall Service Commercial 7.5m Service Road New road links 4,583,158 Road development Coolangatta Two Lane Road – Railway Cutting Miles Street Musgrave Street New road link 871,815 Urban Connection Coomera Road 'G' Kristins Lane Service Road Two Lane – Urban New road link 9,768,786 Cuthbert Drive/ Darlington Drive Stanmore Road Four Lane – Urban Duplication 2,970,069 Elderslie Drive Dine Court Bridge Residential Dine Court Andalusian Drive New road link 2,568,075 connection Collector Doubleview/ Simpsons/ Intersection Intersection 1,000,000 Guineas Creek improvement Road Eggersdorf Road Jacobs Ridge Road IRTC Four Lane – Urban Initial two lanes 5,717,110 Ormeau Elysium Drive Pacific Motorway Evanita Drive Two Lane – Urban New road link 12,647,859 Western connector Opp Telford Place 10m wide Industrial Gateway Drive Existing New road link 1,371,123 intersection Coll Initial two lanes & Gaven Arterial Binstead Way Smith Street Four Lane – Urban 6,705,990 four lane formation Ghilgai Road Existing Laver Drive Two Lane – Urban New road link 11,616,192 extension Tamborine Ghostgum Grove Brygon Creek Drive Two Lane – Urban New road link 20,599,451 Oxenford Road Harburg Drive – Teys Road Harburg Drive Teys Road Two Lane – Urban New road link 3,839,726 connection Heins Road Heins Road Prangley Road Two Lane – Urban New road link 4,092,683 connection Hickey Way Hickey Way Gooding Drive Two Lane – Urban New road link 5,781,878 extension Hotham Creek Rifle Range Road Ruffles Road Two Lane – Urban Upgrade 3,715,662 Road Intra Regional Transport Corridor Foxwell Road Yawalpah Road Two Lane – Urban New road link 11,874,872 (IRTC) Nerang Beaudesert Nerang Connection New road link & Nerang by-pass Four Lane – Urban 10,222,569 Road Road upgrade Gold Coast Duplication & Old Coach Road Tallai Road Four Lane – Urban 4,825,692 Springbrook Road upgrade Ormeau Eastern Eggersdorf Road Mirambeena Drive Two Lane – Urban New road link 12,091,353 Service Road Pacific Motorway The Link Road The Glade Two Lane – Urban New road link 4,783,037 Crossing

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Upgrade Total Cost Road From To Classification Works ($) Pacific Motorway Guineas Creek Two Lane Road – Stewart Road New road link 10,984,227 Service Road Road Urban Service Road Reedy Creek Road Billabong Site Sunlight Drive Indust. Collector 733,830 extension Baileys Mountain Ruffles Road Crystal Creek Road Two Lane – Urban Upgrade 2,323,465 Road Hotham Creek Ruffles Road Crystal Creek Road Two Lane – Urban Upgrade 2,229,397 Road Santa Barbara Hope Island Road Caseys Road Four Lane – Urban Duplication 1,039,524 Road Teys – Gardiner Teys Road Gardiner Road Two Lane – Urban New road link 5,827,246 connection Teys Road to new Teys Road New Road Two Lane – Urban New road link 1,398,492 connection road Upper Ormeau Mirambeena Road Past Cliff Barrons Four Lane – Urban Total reconstruction 30,654,534 Road Interchange Road Total 654,942,289

The future State-controlled roads requirements have been determined in association with the Department of Main Roads. The agreed works schedules for State-controlled roads are presented in Table 2-35 State-Controlled Roads Works Schedule – 2007-2021. Table 2-35 State-Controlled Roads Works Schedule – 2007-2021

Transport Infrastructure Schedule – Local Function of State-Controlled Roads (Gold Coast City) Construction No. of Total Cost Road Location Period Lanes ($'000)1 Gold Coast Highway Government Road to Robert Street 2006/07 – 2015/16 4 82,000 (Helensvale – Southport) Gold Coast Highway Bus/HOV lanes Discovery Drive to 2016/17 – 2020/21 4 +2T2 20,000 (Helensvale – Southport) Hollywell Road Gold Coast Highway Bus/HOV lanes Burleigh to Guineas Creek 2011/12 – 2015/16 4 +2T2 40,000 (Broadbeach – Coolangatta) Road Pacific Motorway Nerang to Reedy Creek 2011/12 – 2015/16 8 400,000 (Brisbane – Coolangatta) Pacific Motorway Reedy Creek to Tugun 2011/12 – 2020/21 6 350,000 (Brisbane – Coolangatta) Pacific Motorway Coomera Interchanges 2006/07 – 2015/16 8 130,000 (Brisbane – Coolangatta) Pacific Motorway Tugun to Tweed Heads (Tugun Bypass – 2006/07 – 2010/11 4 360,000 (Brisbane – Coolangatta) QLD Section) Pacific Motorway Tugun to Tweed Heads (Tugun Bypass – 2006/07 – 2010/11 4 183,000 (Brisbane – Coolangatta) NSW Section) Smith Street Connection Pacific Motorway to High Street in sections 2006/07 – 2015/16 6 68,000 Burleigh Connection Ambassador Drive to Tabilban Street in 2006/07 – 2010/11 4 +2T2 38,000 sections Southport – Burleigh Intersection Upgrades 2011/12 – 2020/21 6 75,000 Southport – Burleigh Bus/HOV lanes Burleigh Connection to 2016/17 – 2020/21 4 +2T2 20,000 Hooker Boulevard Southport – Burleigh Bus/HOV lanes Hooker Boulevard to 2016/17 – 2020/21 4 +2T2 20,000 Ashmore Road Southport – Burleigh Bus/HOV lanes Ashmore Road to Smith 2016/17 – 2020/21 4 +2T2 20,000 Street

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Transport Infrastructure Schedule – Local Function of State-Controlled Roads (Gold Coast City) Construction No. of Total Cost Road Location Period Lanes ($'000)1 Gold Coast – Springbrook The Link Way to Old Coach Road 2006/07 – 2015/16 4 20,000 Gold Coast – Springbrook Old Coach Road to Berrigans Road 2016/17 – 2020/21 4 10,000 Nerang – Broadbeach Allambe Cemetery to Nielsens Road in 2006/07 – 2010/11 4 +2T2 13,000 sections Nerang – Broadbeach Bus/HOV lanes Nielsens Road to Pacific 2006/07 – 2015/16 4 +2T2 20,000 Fair Southport – Nerang Minnie Street to Queen Street 2006/07 – 2015/16 4 38,000 Southport – Nerang Queen Street to Gold Coast Highway 2016/17 – 2020/21 4 20,000 Southport – Nerang Road Bus/HOV lanes Pacific Motorway to Queen 2016/17 – 2020/21 4 +2T2 30,000 Street Intra Regional Transport Coomera to Nerang 2006/07 – 2020/21 4 600,000 Corridor (IRTC) Hope Island Santa Barbara Road to Lae Drive in 2006/07 – 2010/11 4 93,000 sections Labrador – Carrara Road Bus/HOV lanes Gold Coast Highway to 2006/07 – 2010/11 4 +2T2 60,000 Nerang Southport Road Labrador – Carrara Road Bus/HOV lanes Nerang Southport Road to 2011/12 – 2015/16 4 +2T2 30,000 Nerang Broadbeach Road Nerang Connection North Street intersection 2006/07 – 2010/11 2 2,500 Beaudesert – Nerang Oak Street to Mt Nathan Road 2006/07 – 2015/16 4 20,000 Beaudesert – Nerang Mt Nathan Road to Maudsland Road 2016/17 – 2020/21 4 20,000 Beaudesert – Beenleigh Mt Warren Boulevard to Milne Street 2006/07 – 2010/11 4 10,000 Road Beaudesert – Beenleigh Mt Warren Boulevard to Stanmore Road 2006/07 – 2020/21 4 20,000 Road Tamborine – Oxenford Riversdale Road to Pacific Motorway 2006/07 – 2010/11 4 7,500 Tamborine – Oxenford Graywillow Ave to Riversdale Road 2006/07 – 2010/11 4 10,000 Tamborine – Oxenford Road Graywillow Ave to Maudsland Road 2006/07 – 2015/16 4 15,000 Tamborine – Oxenford Road Maudsland Road to Reserve Road 2015/16 – 2020/21 4 20,000 Tamborine – Oxenford Road Howard Creek to Wongawallan Creek 2006/07 – 2010/11 2 8,400 Waterford – Tamborine Road Brisbane Beenleigh Road to Easterly Road 2015/16 – 2020/21 4 15,000 Beenleigh Connection Road Pacific Motorway to Milne Street 2015/16 – 2020/21 4 20,000 Stapylton – Jacob' s Well Pacific Motorway to Quinns Hill Road 2006/07 – 2020/21 4 20,000 Currumbin Creek Road Villiers Drive 2006/07 – 2015/16 1,200 Tallebudgera Connection Tallebudgera Creek Road to Currumbin 2015/16 – 2020/21 4 50,000 Road Creek Road Oxenford – Coomera Gorge Tamborine Oxenford Road to Gaven 2015/16 – 2020/21 4 30,000 Road Arterial Oxenford – Coomera Gorge Gaven Arterial to Mt Nathan Road 2015/16 – 2020/21 4 30,000 Road Total 3,039,600 Note 1: These indicative costs are the total estimated establishment cost of the planned projects, of which only a small proportion are funded from local function charges.

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10.5 Transport Demand 10.5.1 Demand Projections Table 2-36 Daily Travel Demand Growth identifies the projected growth in daily travel demand (expressed in daily vehicle trip ends) in each of the 13 Transport Network charge areas. Table 2-36 Daily Travel Demand Growth

Transport Network Daily Travel Demand Charge Area Trip End Trip End Trip End Existing Trip Trip End No. Name Growth by Growth by Growth by Ends 2004 2021 2011 2016 2021 1 Beenleigh 163,429 246,648 50,000 70,000 83,219 2 Yatala 45,912 91,926 27,000 35,000 46,014 3 Coomera 62,816 296,458 140,000 190,000 233,642 4 Pacific Pines/ Hope Island 167,312 312,575 87,000 110,000 145,263 5 Coastal North 294,831 370,630 45,000 60,000 75,799 6 Coastal Core 454,229 606,334 91,000 130,000 152,105 7 Central 299,335 354,062 32,000 450,000 54,727 8 Nerang 172,414 267,185 56,000 75,000 94,771 9 Carrara/Burleigh 491,747 642,354 90,000 125,000 150,607 10 South 237,877 329,484 60,000 75,000 91,607 11 Hinterland South 122,867 169,471 27,000 40,000 46,604 12 Hinterland West 32,978 63,562 18,000 25,000 30,584 13 Jacobs Well 12,610 25,947 7,000 9,000 13,337

10.5.2 Determining Proposed Application Demand for Infrastructure Charges In order to charge for transport trunk infrastructure it is necessary to determine the Proposed Application Demand, which is the level of demand placed on the Transport Network by a particular development. Proposed Application Demand for the Transport Network is expressed as trip ends. A development unit (detached lot or dwelling) generates 6.5 vehicle trips per day. Table 2-37 Trip Ends for Reconfiguring of Lot (ROL) identifies the equivalent trip ends to be used to determine Proposed Application Demand for each Residential lot, Park Living lot, Management lot and Non-Residential lot proposed under an ROL application. Table 2-37 Trip Ends for Reconfiguring of Lot (ROL)

Purpose Development Unit Trip Ends per Lot Residential Lots Lot 6.5 Park Living lots Lot 6.5 Management Lots Lot 6.5 Non-Residential Lots Lot 26 (including Mixed Use)

To determine Proposed Application Demand for all other development applications, determine the number of ‘net new trips per day’ using the conversion rates in Table 2-38 Typical Weekday Traffic Generation Rates. For example: The conversion rate for a Convenience Shop is 40 net new trips per 100m2 of Total Use Area (TUA). Therefore a 200m2 TUA convenience shop generates 80 net new trips per day (2 x 40).

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Table 2-38 Typical Weekday Traffic Generation Rates

Linked Net New Trip Ends Land Use Category Trip Trip Ends Assessment Unit per Day Discount per Day 1 Aged Persons Accommodation a Self-Contained Dwelling 2.0 0% 2.0 per Dwelling b Hostel Units 1.0 0% 1.0 per Room c Nursing Home Beds 0.5 0% 0.5 per Bed 2 Amusement Parlour 40.0 0% 40.0 per 100m2 Total Use Area 3 Apartments 2.0 0% 2.0 per Bedroom 4 Attached Dwelling 4.0 0% 4.0 per Dwelling 5 Bed and Breakfast 1.5 0% 1.5 per Lettable Room 6 Bulk Garden Supplies 10.0 0% 10.0 per 100m2 Total Use Area 7 Café 40.0 0% 40.0 per 100m2 Total Use Area 8 Caravan Park 2.0 0% 2.0 per Site 9 Caretakers Residence 6.5 0% 6.5 per Dwelling 10 Child Care Centre 3.7 40% 2.2 per Enrolment 11 Cinema 2.5 50% 1.3 per Seat 12 Commercial Services 40.0 0% 40.0 per 100m2 Total Use Area 13 Community Care Centre As determined by Council 14 Community Purposes As determined by Council 15 Convenience Shop 40.0 0% 40.0 per 100m2 Total Use Area 16 Detached Dwelling 6.5 0% 6.5 per Dwelling 17 Display Home 6.5 0% 6.5 per Dwelling 18 Ecotourism Facility As determined by Council 19 Educational Establishment a Primary 2.4 25% 1.8 per Enrolment b Secondary 2.4 20% 1.9 per Enrolment c Tertiary/ Further 1.8 0% 1.8 per Equivalent Full Time Enrolment 20 Estate Sales Office 40.0 0% 40.0 per 100m2 Total Use Area 21 Family Accommodation 2.0 0% 2.0 per Added Unit 22 Family Day Care Home As determined by Council 23 Farmstay 1.5 0% 1.5 per Lettable Room 24 Fast Food Premises 40.0 0% 40.0 per 100m2 Total Use Area 25 Freight Depot 1.0 0% 1.0 per 100m2 Site Area 26 Fuel Depot 1.0 0% 1.0 per 100m2 Site Area 27 Funeral Parlour 4.0 0% 4.0 per Employee 28 Gaming Premises 40.0 0% 40.0 per 100m2 Total Use Area 29 Home Occupation – additional to Dwelling 28.0 0% 28.0 per 100m2 Total Use Area 30 Home Office – additional to Dwelling 16.0 0% 16.0 per 100m2 GLA 31 Hospital As determined by Council 32 Indoor Sport and Recreation a Squash or other Court 40.0 25% 30.0 per Court b Meeting Place/ Public Hall As determined by Council c Pinball Parlour 40.0 0% 40.0 per 100m2 Total Use Area d Amusement Arcade 40.0 0% 40.0 per 100m2 Total Use Area

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Linked Net New Trip Ends Land Use Category Trip Trip Ends Assessment Unit per Day Discount per Day e Theatre/ Cinema 2.5 50% 1.3 per Seat f Gymnasium 50.0 40% 30.0 per 100m2 Total Use Area g Poker Machine Areas 40.0 0% 40.0 per 100m2 Total Use Area h Gaming Machine Areas 40.0 0% 40.0 per 100m2 Total Use Area i Library, Art Gallery, etc. As determined by Council 33 Industry (Heavy/ Manufacturing) 5.0 0% 5.0 per 100m2 Total Use Area 34 Integrated Housing a Attached 4.0 0% 4.0 per Dwelling b Detached 6.5 0% 6.5 per Dwelling 35 Kennel 4.0 0% 4.0 per Employee 36 Laundromat 40.0 0% 40.0 per 100m2 Total Use Area 37 Manufacturer's Shop a Retail Area 40.0 0% 40.0 per 100m2 Total Use Area b Manufacturing Area 5.0 0% 5.0 per 100m2 Total Use Area 38 Marina a Wet Berths for Boats <10m 1.0 0% 1.0 per Berth b Wet Berths for Boats 10-15m 1.5 0% 1.5 per Berth c Wet Berths for Boats >15m 2.0 0% 2.0 per Berth d Dry Berth or Swing Mooring 0.5 0% 0.5 per Berth/ Mooring e Ancillary Activities 5.0 0% 5.0 per 100m2 Total Use Area f Shop 40.0 0% 40.0 per 100m2 Total Use Area 39 Market As determined by Council 40 Medical Centre 40.0 0% 40.0 per 100m2 Total Use Area 41 Mini Warehouse or Self Storage Facility As determined by Council 42 Minor Tourist Facility As determined by Council 43 Motel a Manager's Unit 4.0 0% 4.0 per Dwelling b Motel Rooms 2.0 0% 2.0 per Bedroom c Restaurant 40.0 0% 40.0 per 100m2 Total Use Area 44 Night Club 40.0 0% 40.0 per 100m2 Total Use Area 45 Office 16.0 0% 16.0 per 100m2 GLA 46 Outdoor Sport and Recreation a Tennis or other Court 40.0 25% 30.0 per Court b Lawn Bowls 40.0 25% 30.0 per Green c Skating Rinks 10.0 25% 7.5 per 100m2 Total Use Area d Swimming Pools 10.0 25% 7.5 per 100m2 Total Use Area e Golf Course 10.0 25% 7.5 per Hole f Golf Course Clubhouse 40.0 0% 40.0 per 100m2 Total Use Area g Racecourse As determined by Council h Sporting Arena As determined by Council i Clubhouse 40.0 0% 40.0 per 100m2 Total Use Area 47 Place of Worship 4.0 10% 3.6 per 100m2 GLA 48 Reception Room 40.0 0% 40.0 per 100m2 Total Use Area

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Linked Net New Trip Ends Land Use Category Trip Trip Ends Assessment Unit per Day Discount per Day 49 Relocatable Home Park 3.0 0% 3.0 per Site 50 Residential Hotel a Bedroom 2.0 0% 2.0 per Bedroom b Ancillary Uses 40.0 0% 40.0 per 100m2 Total Use Area 51 Resort Hotel a Bedroom 2.0 0% 2.0 per Bedroom b Ancillary Uses 40.0 0% 40.0 per 100m2 Total Use Area 52 Restricted Club 40.0 0% 40.0 per 100m2 Total Use Area 53 Restaurant 40.0 0% 40.0 per 100m2 Total Use Area 54 Retail – Commercial Development 40.0 0% 40.0 per 100m2 Total Use Area 55 Retail Plant Nursery 10.0 0% 10.0 per 100m2 Total Use Area 56 Rural Industry 4.0 0% 4.0 per Employee housed off-site 57 Salvage Yard 5.0 0% 5.0 per 100m2 Total Use Area 58 Serviced Apartment 2.5 0% 2.5 per Bedroom 59 Service Industry 20.0 40% 12.0 per 100m2 Total Use Area 60 Service Station a Fuel Pumps 80.0 90% 8.0 per Pump b Service Bays 20.0 40% 12.0 per 100m2 Total Use Area c Shop, Restaurant, etc. 40.0 80% 8.0 per 100m2 Total Use Area 61 Shop 40.0 0% 40.0 per 100m2 Total Use Area 62 Shopping Centre Development 40.0 0% 40.0 per 100m2 Total Use Area 63 Showroom 20.0 0% 20.0 per 100m2 Total Use Area 64 Special Accommodation 6.5 0% 6.5 per Dwelling 65 Stall As determined by Council 66 Surgery – additional to Dwelling 40.0 0% 40.0 per 100m2 Total Use Area 67 Take-Away Food Premises 40.0 0% 40.0 per 100m2 Total Use Area 68 Tavern a Lounge, Bar, Beer Garden, etc. 40.0 0% 40.0 per 100m2 Total Use Area b Liquor Retail Sales Areas 40.0 0% 40.0 per 100m2 Total Use Area 69 Tourist Cabins As determined by Council 70 Tourist Facilities As determined by Council 71 Tourist Shop 40.0 0% 40.0 per 100m2 Total Use Area 72 Toxic or Dangerous Goods Store As determined by Council 73 Transit Centre As determined by Council 74 Transport Terminal As determined by Council 75 Vehicle Hire Premises 16.0 0% 16.0 per 100m2 GLA 76 Vehicle Sales Premises a Office Areas 16.0 0% 16.0 per 100m2 Total Use Area b Display Areas 4.0 0% 4.0 per 100m2 Total Use Area 77 Veterinary Clinic/ Hospital 40.0 0% 40.0 per 100m2 Total Use Area 78 Warehouse 5.0 0% 5.0 per 100m2 Total Use Area 79 Waterfront (or Marine) Industry 5.0 0% 5.0 per 100m2 Total Use Area 80 Any other Use As determined by Council

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10.6 Transport Infrastructure Charge Schedules 10.6.1 Local Government Roads Charge Rates The infrastructure charge rates for Local Government Roads are shown in Table 2-39 Local Government Roads Charge per Trip End. Table 2-39 Local Government Roads Charge per Trip End

Charge Area Number Charge Area Name $ per Trip End

1 Beenleigh 367

2 Yatala 653

3 Coomera 531

4 Pacific Pines/ Hope Island 447

5 Coastal North 410

6 Coastal Core 447

7 Central 413

8 Nerang 418

9 Carrara/ Burleigh 407

10 South 342

11 Hinterland South 532

12 Hinterland West 595

13 Jacobs Well 666

Note: A 1.5% charge for Administration on-costs will be applied to the resulting infrastructure charge for each network. This will be included in the Infrastructure Charges Schedule published each quarter which will reflect the latest index values.

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10.6.2 Local Function/Use of State-Controlled Roads Charge Rates IPA provides for charging for the broad use of State-controlled roads. Charges for Local Function/ Use of State-controlled roads have been calculated based on information available from modelling work. For the purposes of the PIP, Local Function relates to trips that start and finish in the Gold Coast City. The Department of Main Roads (DMR) and Council will continue to work together to ensure that the allocation of collected funds to the DMR and Council network will serve the interests of the whole network with agreed levels of service as well as shaping a more sustainable future. It is likely that a Memorandum of Understanding between the Queensland State Government and Gold Coast City Council will be introduced to formalise the prioritisation process that ensures the most efficient coordinated provision of infrastructure to accomplish network performance and sustainability. The infrastructure charge rates for State-controlled roads are shown in Table 2-40 State-Controlled Roads Charge per Trip End. Table 2-40 State-Controlled Roads Charge per Trip End

Charge Area Number Charge Area Name $ per Trip End

1 Beenleigh 265

2 Yatala 451

3 Coomera 395

4 Pacific Pines/ Hope Island 452

5 Coastal North 375

6 Coastal Core 223

7 Central 334

8 Nerang 452

9 Carrara/ Burleigh 340

10 South 378

11 Hinterland South 507

12 Hinterland West 515

13 Jacobs Well 459

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11.0 Stormwater Network – Infrastructure Charges Schedule This schedule is to be known as the Stormwater Network Infrastructure Charges Schedule. 11.1 Apportionment Philosophy Council’s Stormwater Network will experience brownfield infill and broad scale greenfield development. However, within the PIA there are only limited areas of greenfield development with the majority of areas being brownfield infill development. Standards for local stormwater drainage systems with Gold Coast City have varied significantly over the past 30 years. As a result, the older brownfield areas of the city have drainage systems that are below the DSS and significant augmentation works are required to provide the DSS within the respective catchments. This in effect means that a large portion of the required drainage augmentation works will occur in the older areas of the city. This apportionment philosophy is considered to be the most appropriate for stormwater infrastructure for the following reasons: a) it appropriately takes account of changing standards of service over time; b) the long term developed impervious area in each catchment represents the demand from both existing and future development; c) there is no need to isolate the individual development impacts upon the overall capacity of the stormwater infrastructure; d) the value of the existing stormwater assets can be used to calculate an ‘access’ charge for a development to connect to the existing drainage system; and e) the estimated value of the future stormwater drainage can be used to calculate an infrastructure charge related to the future drainage requirements. An important aspect of infrastructure charges is that the charge is limited to infrastructure providing direct and private benefits to the users of the infrastructure. It is equally important that infrastructure costs are equitably apportioned among all of the users of the infrastructure. Generally users of stormwater infrastructure assets are residents of the contributing catchment. It is also generally accepted that these assets service all users within the catchment, regardless of the users position within the catchment. What is not generally considered is that residents external to a catchment also benefit from the stormwater infrastructure assets in the respective catchment. For instance, while a stormwater trunk infrastructure asset in Catchment A does not service Catchment B, a user from Catchment B still benefits from this asset as it provides flood free access to their property through Catchment A. Similarly, for a stormwater quality asset, while a wetland is within Catchment A, users from Catchment B still benefit from the water quality improvements and ecosystem protection functions that the wetland provides. A key consideration in the apportionment of costs across all users of the stormwater system is that credit will be given for existing impervious areas. Infrastructure charges will only result where a new development’s (including building approvals) impervious area exceeds the impervious credit area for the site. 11.2 Method of Cost Apportionment The method used for apportioning the establishment cost is to apportion the total existing and future infrastructure costs to the long term (existing and future) development in proportion to its anticipated generation of stormwater run-off. In this PIP, impervious area is used as the measure of demand for the generation of stormwater run-off. The key principle embodied by the adopted apportionment approach is that each user pays for their proportional use or allocation of the trunk infrastructure needed to provide the DSS. In most cases, the calculation of stormwater infrastructure charges uses an area-based equation to determine the stormwater trunk infrastructure charge on development. The exceptions to the area-based equation are for: reconfiguring of Park Living Lots; reconfiguring of Non-Residential Lots; or creation of Management Lots.

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In these cases, the stormwater infrastructure charges at ROL are calculated based on the number of lots and demand is capped at 650m2 per lot. Payment of the full area-based charge for these lots is required at MCU or further development (including Building Applications) of the site. Previous payments of lot-based interim infrastructure charges paid at ROL will be credited when calculating the area-based charge for subsequent development. 11.3 Charge Areas As a consequence of the Like Catchment analysis undertaken for stormwater planning, charge areas reflect suburb boundaries. The Stormwater Network charge areas are defined in Figure 2-35 Stormwater Network Charge Area Boundaries.

Figure 2-35 Stormwater Network Charge Area Boundaries

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11.4 Establishment Cost of Stormwater Network Assets Table 2-42 Stormwater Network Infrastructure Schedule provides a summary of the user demand distribution to 2056. Table 2-43 Stormwater Network Infrastructure Charge Rates shows the respective infrastructure charge rates, establishment costs (future capital works value), existing infrastructure value and percentage of future works funded by the charges in all financial catchments (charge areas). The existing Stormwater Network infrastructure value was determined as follows: costs were based upon replacement costs (determined as of June 2005) The following existing assets were included: stormwater pipe and culvert sizes manholes field inlets, gully pit inlets and special inlets headwalls flood flaps gross pollutant traps open channels and embankments were not included in the existing valuation as details on these assets are yet to be confirmed by Council as part of Council’s ongoing requirement to value the replacement costs of existing assets, new unit rates for the construction of Stormwater Network assets were determined by Council using revised construction and material cost flood flaps were based upon proprietary product rates 11.5 Stormwater Demand Different types of development create different levels of stormwater demand. In order to define a stormwater infrastructure charge, it is necessary to express the stormwater run-off from various developments in as a Standard Demand Unit. For this PIP, this standard demand unit of stormwater demand is impervious area, expressed in impervious hectares. The projected total future demand for each charge area is shown in Table 2-41 Distribution of Future Demand – Stormwater. The planned future demand, expressed as an impervious fraction per hectare, for each Domain is shown in Table 2-55 GCCC Planned Demand Per Hectare1 – Domains. Table 2-41 Distribution of Future Demand – Stormwater

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Total Total Distribution of Increase in Demand Total Future 1 Existing Demand Increase in (Impervious Area Ha) Charge Area Demand (Impervious Demand 2004- 2007- 2012- 2017- 2022- (Impervious Area Ha)2 (Impervious Area Ha) Area Ha) 2006 2011 2016 2021 2056 Broadbeach 49.17 ha 53.01 ha 3.84 ha 0.36 ha 0.60 ha 1.39 ha 1.49 ha 0.00 ha Broadbeach Waters 116.95 ha 170.13 ha 53.18 ha 0.20 ha 0.00 ha 1.33 ha 51.65 ha 0.00 ha Bundall 126.76 ha 143.46 ha 16.70 ha 0.10 ha 0.08 ha 3.45 ha 3.53 ha 9.55 ha Burleigh Heads 272.47 ha 316.22 ha 43.74 ha 1.46 ha 4.09 ha 18.30 ha 19.90 ha 0.00 ha Burleigh Waters 224.12 ha 290.67 ha 66.55 ha 1.23 ha 4.38 ha 3.95 ha 8.89 ha 48.09 ha Carrara 283.59 ha 322.98 ha 39.39 ha 6.75 ha 11.11 ha 12.43 ha 9.11 ha 0.00 ha Cedar Creek 206.25 ha 240.90 ha 34.65 ha 0.00 ha 0.00 ha 0.00 ha 0.00 ha 34.65 ha Clagiraba 75.88 ha 85.88 ha 10.00 ha 0.00 ha 0.00 ha 0.00 ha 0.00 ha 10.00 ha Clear Island Waters 74.92 ha 94.63 ha 19.71 ha 1.52 ha 5.85 ha 5.85 ha 6.50 ha 0.00 ha Coolangatta 59.57 ha 69.49 ha 9.92 ha 0.23 ha 0.93 ha 4.00 ha 4.76 ha 0.00 ha Coombabah 182.19 ha 413.42 ha 231.24 ha 7.59 ha 43.39 ha 4.25 ha 44.00 ha 132.00 ha Coomera 327.84 ha 1,062.74 ha 734.90 ha 24.67 ha 160.74 ha 86.22 ha 33.70 ha 429.57 ha Currumbin 39.83 ha 47.63 ha 7.81 ha 0.35 ha 0.69 ha 4.73 ha 2.03 ha 0.00 ha Currumbin Valley 305.74 ha 316.68 ha 10.94 ha 0.00 ha 9.70 ha 0.00 ha 1.24 ha 0.00 ha Currumbin Waters 232.80 ha 304.12 ha 71.32 ha 8.91 ha 9.54 ha 14.31 ha 38.55 ha 0.00 ha Eagleby 261.51 ha 326.07 ha 64.57 ha 2.02 ha 6.82 ha 2.80 ha 5.40 ha 47.53 ha Edens Landing 67.98 ha 105.51 ha 37.53 ha 0.36 ha 2.64 ha 0.72 ha 1.62 ha 32.19 ha Elanora 199.81 ha 273.93 ha 74.12 ha 0.98 ha 0.70 ha 50.81 ha 8.79 ha 12.84 ha Gaven 99.46 ha 100.24 ha 0.78 ha 0.00 ha 0.02 ha 0.04 ha 0.00 ha 0.72 ha Gilberton 84.13 ha 104.61 ha 20.48 ha 0.00 ha 0.00 ha 0.00 ha 0.00 ha 20.48 ha Gilston 93.15 ha 425.09 ha 331.95 ha 31.46 ha 170.53 ha 16.76 ha 78.80 ha 34.40 ha Guanaba 188.04 ha 188.64 ha 0.60 ha 0.00 ha 0.00 ha 0.00 ha 0.00 ha 0.60 ha Helensvale 406.48 ha 677.12 ha 270.64 ha 13.55 ha 87.73 ha 36.83 ha 22.28 ha 110.24 ha Highland Park 93.72 ha 169.04 ha 75.32 ha 0.77 ha 4.49 ha 4.59 ha 2.63 ha 62.84 ha Hollywell 40.91 ha 52.91 ha 12.00 ha 0.00 ha 0.83 ha 3.35 ha 0.35 ha 7.48 ha Holmview 92.18 ha 187.53 ha 95.36 ha 2.04 ha 7.07 ha 17.03 ha 32.83 ha 36.39 ha Hope Island 314.29 ha 753.22 ha 438.93 ha 53.53 ha 170.06 ha 125.98 ha 89.36 ha 0.00 ha Jacobs Well 121.11 ha 153.45 ha 32.34 ha 15.27 ha 15.68 ha 0.26 ha 1.13 ha 0.00 ha Kingsholme 164.39 ha 312.99 ha 148.60 ha 0.00 ha 0.00 ha 0.00 ha 0.00 ha 148.60 ha Labrador 202.74 ha 253.37 ha 50.63 ha 1.86 ha 6.04 ha 11.61 ha 31.12 ha 0.00 ha Lower Beechmont 90.88 ha 100.88 ha 10.00 ha 0.00 ha 0.00 ha 0.00 ha 0.00 ha 10.00 ha Luscombe 169.84 ha 327.04 ha 157.20 ha 0.00 ha 0.00 ha 0.00 ha 0.00 ha 157.20 ha Main Beach 67.15 ha 71.64 ha 4.49 ha 0.21 ha 0.50 ha 2.90 ha 0.89 ha 0.00 ha Maudsland 135.06 ha 435.04 ha 299.98 ha 29.68 ha 54.41 ha 48.97 ha 113.02 ha 53.91 ha Mermaid Beach 75.97 ha 85.64 ha 9.67 ha 0.17 ha 0.37 ha 5.74 ha 3.39 ha 0.00 ha Mermaid Waters 198.86 ha 267.13 ha 68.28 ha 0.09 ha 15.11 ha 41.78 ha 11.30 ha 0.00 ha Merrimac 137.16 ha 164.79 ha 27.63 ha 3.64 ha 2.66 ha 4.97 ha 16.35 ha 0.00 ha Miami 90.63 ha 107.23 ha 16.60 ha 0.54 ha 1.22 ha 7.36 ha 7.48 ha 0.00 ha Molendinar 248.57 ha 354.68 ha 106.10 ha 30.19 ha 36.23 ha 23.87 ha 15.81 ha 0.00 ha Mount Nathan 107.97 ha 144.25 ha 36.28 ha 1.94 ha 10.89 ha 7.57 ha 0.00 ha 15.88 ha Mount Warren Park 98.70 ha 145.81 ha 47.11 ha 1.19 ha 3.18 ha 3.23 ha 3.40 ha 36.10 ha Mudgeeraba 414.00 ha 594.98 ha 180.99 ha 3.95 ha 23.03 ha 21.95 ha 20.81 ha 111.25 ha Natural Bridge 216.27 ha 230.61 ha 14.34 ha 0.00 ha 0.00 ha 0.00 ha 0.00 ha 14.34 ha

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Total Total Distribution of Increase in Demand Total Future 1 Existing Demand Increase in (Impervious Area Ha) Charge Area Demand (Impervious Demand 2004- 2007- 2012- 2017- 2022- (Impervious Area Ha)2 (Impervious Area Ha) Area Ha) 2006 2011 2016 2021 2056 Nerang 451.78 ha 541.56 ha 89.77 ha 1.31 ha 9.22 ha 4.04 ha 7.95 ha 67.26 ha Norwell 258.89 ha 339.40 ha 80.51 ha 0.00 ha 0.00 ha 0.00 ha 0.00 ha 80.51 ha Numinbah Valley 598.97 ha 601.22 ha 2.25 ha 0.00 ha 0.00 ha 0.00 ha 0.00 ha 2.25 ha Ormeau 264.44 ha 600.46 ha 336.02 ha 13.01 ha 65.26 ha 34.15 ha 78.41 ha 145.19 ha Ormeau Hills 86.87 ha 183.16 ha 96.29 ha 0.39 ha 1.41 ha 55.75 ha 9.57 ha 29.17 ha Oxenford 280.69 ha 462.03 ha 181.35 ha 83.92 ha 34.54 ha 23.91 ha 38.97 ha 0.00 ha Pacific Pines 205.75 ha 553.27 ha 347.52 ha 14.12 ha 122.48 ha 0.98 ha 42.21 ha 167.74 ha Palm Beach 170.75 ha 210.67 ha 39.93 ha 0.68 ha 1.79 ha 21.72 ha 15.74 ha 0.00 ha Paradise Point 96.55 ha 136.79 ha 40.24 ha 12.63 ha 12.73 ha 1.72 ha 1.34 ha 11.82 ha Parkwood 120.87 ha 167.92 ha 47.06 ha 0.00 ha 0.36 ha 8.35 ha 2.87 ha 35.48 ha Pimpama 369.87 ha 1,347.48 ha 977.61 ha 70.33 ha 104.83 ha 95.89 ha 126.31 ha 580.25 ha Reedy Creek 137.46 ha 421.63 ha 284.17 ha 2.51 ha 41.28 ha 54.28 ha 23.92 ha 162.18 ha Robina 374.13 ha 377.19 ha 3.07 ha 0.04 ha 0.08 ha 0.36 ha 0.27 ha 2.33 ha Runaway Bay 128.72 ha 174.30 ha 45.58 ha 1.59 ha 7.27 ha 20.42 ha 16.30 ha 0.00 ha South Stradbroke 70.39 ha 258.30 ha 187.91 ha 0.00 ha 0.00 ha 0.00 ha 0.00 ha 187.91 ha Southern Moreton 7.72 ha 32.04 ha 24.32 ha 0.00 ha 0.00 ha 0.00 ha 0.00 ha 24.32 ha Bay Islands Southport 502.89 ha 584.83 ha 81.94 ha 4.69 ha 9.70 ha 10.26 ha 32.08 ha 25.21 ha Springbrook 207.79 ha 547.14 ha 339.35 ha 0.00 ha 0.00 ha 0.00 ha 0.00 ha 339.35 ha Stapylton 351.76 ha 553.83 ha 202.08 ha 0.00 ha 0.00 ha 190.19 ha 11.89 ha 0.00 ha Steiglitz 91.78 ha 195.19 ha 103.41 ha 12.79 ha 46.14 ha 23.35 ha 11.67 ha 9.45 ha Surfers Paradise 198.99 ha 227.29 ha 28.29 ha 4.41 ha 4.79 ha 11.41 ha 7.69 ha 0.00 ha Tallai 186.36 ha 212.50 ha 26.14 ha 0.15 ha 0.32 ha 2.62 ha 1.63 ha 21.42 ha Tallebudgera 215.92 ha 267.68 ha 51.76 ha 0.56 ha 1.36 ha 5.45 ha 14.42 ha 29.97 ha Tallebudgera Valley 488.94 ha 683.79 ha 194.85 ha 0.00 ha 25.24 ha 32.87 ha 0.29 ha 136.45 ha Tugun 81.74 ha 114.05 ha 32.30 ha 0.38 ha 4.33 ha 18.87 ha 8.72 ha 0.00 ha Upper Coomera 350.15 ha 865.20 ha 515.05 ha 30.33 ha 96.37 ha 88.39 ha 68.20 ha 231.77 ha Varsity Lakes 200.55 ha 312.99 ha 112.44 ha 3.44 ha 10.36 ha 11.67 ha 8.25 ha 78.73 ha Waterford 88.85 ha 203.14 ha 114.29 ha 8.52 ha 41.82 ha 24.63 ha 6.95 ha 32.37 ha Willow Vale 186.82 ha 348.03 ha 161.21 ha 24.33 ha 24.94 ha 0.00 ha 111.94 ha 0.00 ha Windaroo 41.37 ha 64.66 ha 23.30 ha 0.16 ha 0.26 ha 5.93 ha 4.45 ha 12.50 ha Wolffdene 106.70 ha 112.11 ha 5.41 ha 0.00 ha 0.00 ha 0.00 ha 0.00 ha 5.41 ha Wongawallan 269.84 ha 284.37 ha 14.53 ha 0.00 ha 0.00 ha 0.00 ha 0.00 ha 14.53 ha Woongoolba 214.28 ha 214.60 ha 0.32 ha 0.00 ha 0.00 ha 0.00 ha 0.00 ha 0.32 ha Worongary 225.29 ha 268.81 ha 43.51 ha 0.00 ha 0.82 ha 2.62 ha 0.73 ha 39.34 ha Yatala 383.15 ha 656.12 ha 272.97 ha 4.14 ha 37.22 ha 6.20 ha 0.00 ha 225.40 ha

Notes: 1 The distribution of increase in demand in each time period was derived using the respective projected percentage increases in equivalent tenements for each charge area and multiplying these percentages by the respective increase in total demand for each charge area. 2 Future demand expressed in impervious area (hectare) is the existing and increase of impervious area due to development/ redevelopment.

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11.6 Stormwater Infrastructure Schedule Table 2-42 Stormwater Network Infrastructure Schedule provides a summary of the infrastructure schedule including, user demand, establishment costs, existing infrastructure value and percentage of future works funded by the charges in all charge areas. Table 2-42 Stormwater Network Infrastructure Schedule

Existing Future Total Future Capital Expenditure ($) PV Charge Area Asset Value Capital ($) Works 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 % funded Value ($) by charge

Advancetown - 240,000 14,000 23,000 23,000 23,000 158,000 100%

Alberton 14,000 436,000 24,000 - 39,000 58,000 315,000 100%

Arundel 47,462,000 12,733,000 - 619,000 1,231,000 679,000 10,202,000 100%

Ashmore 44,421,000 59,554,000 - 1,952,000 1,316,000 679,000 55,607,000 100%

Austinville - 371,000 21,000 35,000 35,000 35,000 245,000 100%

Bahrs Scrub 3,182,000 1,378,000 42,000 706,000 70,000 70,000 489,000 100%

Bannockburn 2,006,000 3,036,000 2,658,000 377,000 - - - 100%

Beenleigh 25,935,000 38,625,000 - 4,469,000 4,882,000 1,359,000 27,916,000 100%

Belivah 2,394,000 1,328,000 7,000 12,000 12,000 12,000 1,283,000 100%

Benowa 24,586,000 11,917,000 - 651,000 - - 11,266,000 100%

Bethania 9,694,000 14,069,000 - 723,000 - - 13,347,000 100%

Biggera Waters 18,105,000 11,477,000 - 73,000 1,704,000 679,000 9,021,000 100%

Bilinga 4,211,000 7,632,000 492,000 816,000 1,343,000 2,666,000 2,314,000 100%

Bonogin 15,278,000 4,670,000 91,000 152,000 152,000 1,388,000 2,887,000 100%

Broadbeach 7,138,000 12,784,000 - 2,094,000 10,215,000 475,000 - 100%

Broadbeach Waters 10,493,000 12,075,000 - - - 1,359,000 10,716,000 100%

Bundall 12,694,000 13,361,000 - - 863,000 - 12,498,000 100%

Burleigh Heads 38,316,000 59,294,000 947,000 13,852,000 1,933,000 12,220,000 30,342,000 100%

Burleigh Waters 47,329,000 21,800,000 338,000 5,740,000 - 1,359,000 14,363,000 100%

Carrara 25,033,000 36,317,000 979,000 1,360,000 1,007,000 - 32,971,000 100%

Cedar Creek - 578,000 33,000 55,000 55,000 55,000 382,000 100%

Clagiraba - 206,000 12,000 19,000 19,000 19,000 136,000 100%

Clear Island Waters 7,855,000 3,604,000 - - - 679,000 2,925,000 100%

Coolangatta 13,821,000 11,745,000 - 1,015,000 6,164,000 2,686,000 1,881,000 100%

Coombabah 20,723,000 13,883,000 - - 648,000 1,359,000 11,876,000 100%

Coomera 7,307,000 5,418,000 144,000 241,000 2,260,000 1,088,000 1,684,000 100%

Currumbin 7,692,000 12,734,000 423,000 4,033,000 799,000 5,026,000 2,453,000 100%

Currumbin Valley 2,253,000 3,238,000 43,000 72,000 72,000 689,000 2,362,000 100%

Currumbin Waters 27,057,000 27,352,000 352,000 688,000 411,000 5,436,000 20,465,000 100%

Eagleby 18,300,000 13,259,000 178,000 867,000 4,468,000 1,359,000 6,387,000 100%

Edens Landing 12,873,000 3,626,000 - 362,000 - 2,038,000 1,226,000 100%

Elanora 39,865,000 25,931,000 - - - 2,718,000 23,213,000 100%

Gaven 2,839,000 1,494,000 - - - - 1,494,000 100%

Gilberton 43,000 302,000 14,000 24,000 24,000 24,000 217,000 100%

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 69 of 256

Existing Future Total Future Capital Expenditure ($) PV Charge Area Asset Value Capital ($) Works 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 % funded Value ($) by charge

Gilston 624,000 1,914,000 - - - - 1,914,000 100%

Guanaba 6,000 460,000 26,00043,000 43,000 43,000 306,000 100%

Helensvale 44,918,000 30,588,000 - - 73,000 679,000 29,836,000 100%

Highland Park 18,628,000 11,789,000 - - 990,000 - 10,799,000 100%

Hollywell 4,433,000 4,660,000 - - - 679,000 3,981,000 100%

Holmview 1,377,000 2,240,000 25,000 42,000 42,000 42,000 2,087,000 100%

Hope Island 10,615,000 5,824,000 102,000 171,000 739,000 171,000 4,641,000 100%

Jacobs Well 1,552,000 549,000 21,000 35,000 215,000 35,000 243,000 100%

Kingsholme 24,000 754,000 43,000 71,000 71,000 71,000 498,000 100%

Labrador 33,596,000 47,384,000 9,256,000 2,303,000 13,177,000 1,281,000 21,368,000 100%

Lower Beechmont 3,000 291,000 14,000 23,000 27,000 68,000 160,000 100%

Luscombe 265,000 994,000 44,000 249,000 74,000 74,000 553,000 100%

Main Beach 7,674,000 5,336,000 - 546,000 4,791,000 - - 100%

Maudsland 5,121,000 1,543,000 59,000 99,000 99,000 99,000 1,189,000 100%

Mermaid Beach 9,274,000 15,736,000 - 7,996,000 3,779,000 3,960,000 - 100%

Mermaid Waters 24,171,000 25,332,000 - 757,000 - 3,397,000 21,177,000 100%

Merrimac 12,105,000 3,452,000 - - 623,000 1,359,000 1,470,000 100%

Miami 15,943,000 26,788,000 - 13,419,000 4,640,000 8,340,000 390,000 100%

Molendinar 38,613,000 24,243,000 - 724,000 648,000 - 22,871,000 100%

Mount Nathan 2,474,000 594,000 20,000 33,000 33,000 280,000 229,000 100%

Mount Warren Park 18,818,000 27,852,000 - 6,720,000 - 9,665,000 11,467,000 100%

Mudgeeraba 36,151,000 23,762,000 - 724,000 173,000 2,038,000 20,827,000 100%

Natural Bridge - 553,000 31,000 52,000 52,000 52,000 366,000 100%

Nerang 47,616,000 31,925,000 90,000 940,000 3,050,000 285,000 27,560,000 100%

Norwell 274,000 1,195,000 46,000 77,000 77,000 77,000 919,000 100%

Numinbah Valley - 1,443,000 82,000 136,000 136,000 136,000 953,000 100%

Ormeau 23,306,000 6,104,000 82,000 136,000 918,000 136,000 4,833,000 100%

Ormeau Hills 4,893,000 2,826,000 25,000 41,000 41,000 41,000 2,677,000 100%

Oxenford 35,641,000 10,122,000 - - - 1,359,000 8,763,000 100%

Pacific Pines 34,384,000 23,284,000 - - - - 23,284,000 100%

Palm Beach 25,066,000 42,453,000 - 1,943,000 7,635,000 9,288,000 23,585,000 100%

Paradise Point 14,696,000 15,098,000 - - - - 15,098,000 100%

Parkwood 36,050,000 9,260,000 - 507,000 - 2,067,000 6,687,000 100%

Pimpama 6,366,000 9,789,000 375,000 305,000 305,000 923,000 7,881,000 100%

Reedy Creek 14,207,000 4,908,000 - - - 679,000 4,229,000 100%

Robina 64,459,000 16,737,000 - - 507,000 2,718,000 13,512,000 100%

Runaway Bay 15,552,000 15,001,000 - - 288,000 - 14,714,000 100%

South Stradbroke - 699,000 35,000 58,000 58,000 58,000 489,000 100%

70 of 256 Infrastructure Charges Schedule Ver.1.2

Existing Future Total Future Capital Expenditure ($) PV Charge Area Asset Value Capital ($) Works 2004-2006 2007-2011 2012-2016 2017-2021 2022-2056 % funded Value ($) by charge

Southern Moreton - 77,000 4,000 7,000 7,000 7,000 51,000 100% Bay Island

Southport 74,430,000 113,931,000 3,031,000 8,083,000 9,352,000 3,390,000 90,075,000 100%

Springbrook - 1,313,000 74,000 124,000 124,000 124,000 867,000 100%

Stapylton 2,659,000 3,602,000 - - - - 3,602,000 100%

Steiglitz 1,534,000 1,236,000 27,000 194,000 168,000 538,000 309,000 100%

Surfers Paradise 26,370,000 44,225,000 - 267,000 10,970,000 1,603,000 31,385,000 100%

Tallai 11,197,000 6,109,000 29,000 48,000 48,000 666,000 5,318,000 100%

Tallebudgera 8,435,000 10,291,000 36,000 61,000 61,000 61,000 10,073,000 100%

Tallebudgera Valley 5,256,000 4,353,000 266,000 155,000 155,000 155,000 3,623,000 100%

Tugun 12,956,000 21,862,000 - 4,319,000 1,017,000 6,403,000 10,123,000 100%

Upper Coomera 28,611,000 10,314,000 118,000 196,000 588,000 196,000 9,217,000 100%

Varsity Lakes 38,162,000 16,754,000 - - 827,000 - 15,927,000 100%

Waterford 1,451,000 627,000 28,000 46,000 46,000 46,000 461,000 100%

Willow Vale 527,000 2,153,000 47,000 79,000 79,000 79,000 1,869,000 100%

Windaroo 7,179,000 4,757,000 - - - - 4,757,000 100%

Wolffdene 153,000 437,000 15,000 25,000 25,000 25,000 345,000 100%

Wongawallan 642,000 747,000 39,000 64,000 64,000 64,000 515,000 100%

Woongoolba 304,000 586,000 29,000 49,000 49,000 49,000 411,000 100%

Worongary 15,154,000 20,976,000 - 96,000 648,000 1,359,000 18,873,000 100%

Yatala 13,296,000 10,703,000 - 9,143,000 - - 1,560,000 100%

Total 1,356,130,000 1,175,002,000 20,931,000 102,136,000 107,277,000 111,102,000 833,558,000

Notes: 1 Capital expenditure estimates include forward planning and design and miscellaneous minor drainage works costs which are apportioned to Scheduled Capital Works. 2 Infrastructure charge rate includes access charge and future establishment charge discounted (by a real discount rate of 6% p. a.) for capital and demand. 3 The capital expenditure program is based on the program for stormwater quantity infrastructure works. This will allow stormwater quality infrastructure works to coincide with stormwater quantity infrastructure works.

Ver.1.2 Infrastructure Charges Schedule 71 of 256

11.7 Stormwater Infrastructure Charge Rates The infrastructure charge rates for the Stormwater Network are shown in Table 2-43 Stormwater Network Infrastructure Charge Rates. Table 2-43 Stormwater Network Infrastructure Charge Rates

Quantity Charge Rate Quality Charge Rate Catchment ($/ha Imp)1 ($/ha Imp)1 Advancetown - 5,450 Alberton 149 1,058 Arundel 139,846 1,691 Ashmore 196,906 2,503 Austinville - 5,568 Bahrs Scrub 14,122 1,798 Bannockburn 333,883 11,664 Beenleigh 254,115 9,998 Belivah 65,234 5,379 Benowa 95,506 1,253 Bethania 78,083 1,291 Biggera Waters 109,693 3,033 Bilinga 92,599 3,806 Bonogin 26,259 2,302 Broadbeach 375,621 6,541 Broadbeach Waters 87,338 1,608 Bundall 136,806 2,877 Burleigh Heads 245,256 4,713 Burleigh Waters 251,771 8,135 Carrara 108,007 2,106 Cedar Creek - 5,568 Clagiraba - 5,568 Clear Island Waters 92,699 2,051 Coolangatta 349,902 3,776 Coombabah 65,943 2,038 Coomera 10,455 2,375 Currumbin 391,893 6,698 Currumbin Valley 9,337 1,021 Currumbin Waters 122,357 2,166 Eagleby 106,022 4,950 Edens Landing 176,354 5,787 Elanora 174,946 2,562 Gaven 37,136 2,829 Gilberton 897 5,568 Gilston 1,655 768 Guanaba 71 5,568 Helensvale 78,562 1,492

72 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan Ver.1.2 2010

Quantity Charge Rate Quality Charge Rate Catchment ($/ha Imp)1 ($/ha Imp)1 Highland Park 161,689 3,309 Hollywell 131,531 2,685 Holmview 10,708 1,965 Hope Island 15,500 1,274 Jacobs Well 10,908 876 Kingsholme 85 5,568 Labrador 291,326 5,302 Lower Beechmont 1,618 5,568 Luscombe 3,991 5,568 Main Beach 179,055 3,677 Maudsland 11,771 1,746 Mermaid Beach 321,530 4,288 Mermaid Waters 119,543 1,667 Merrimac 82,998 2,808 Miami 432,787 4,892 Molendinar 122,330 1,910 Mount Nathan 18,747 1,616 Mount Warren Park 419,134 8,256 Mudgeeraba 81,130 2,292 Natural Bridge - 5,568 Nerang 130,314 3,356 Norwell 1,929 5,568 Numinbah Valley - 5,568 Ormeau 42,464 2,198 Ormeau Hills 30,107 2,384 Oxenford 80,428 1,691 Pacific Pines 74,155 1,131 Palm Beach 231,499 3,557 Paradise Point 128,727 2,310 Parkwood 265,541 4,214 Pimpama 7,361 2,170 Reedy Creek 37,809 1,827 Robina 202,586 4,752 Runaway Bay 109,844 971 South Stradbroke 307 5,568 Southern Moreton Bay Islands - 5,568 Southport 232,854 6,494 Springbrook - 5,568 Stapylton 5,483 857 Steiglitz 10,981 1,141 Surfers Paradise 191,229 4,431

Ver.1.2 Infrastructure Charges Schedule 73 of 256

Quantity Charge Rate Quality Charge Rate Catchment ($/ha Imp)1 ($/ha Imp)1 Tallai 73,678 3,567 Tallebudgera 48,247 2,585 Tallebudgera Valley 10,240 2,563 Tugun 233,527 4,154 Upper Coomera 35,717 2,679 Varsity Lakes 145,948 5,169 Waterford 7,015 1,672 Willow Vale 2,413 1,323 Windaroo 140,727 1,538 Wolffdene 2,857 5,568 Wongawallan 2,483 5,568 Woongoolba 1,751 5,568 Worongary 126,820 4,162 Yatala 60,336 5,303

Notes: 1 A real discount rate was approximated by subtracting expected inflation (3%) from a nominal interest rate (9%). 2 A 1.5% charge for Administration on-costs will be applied to the resulting infrastructure charge for each network. This will be included in the Infrastructure Charges Schedule published each quarter which will reflect the latest index values. 11.8 Credit for Existing Land-Uses Credit is to be given for previous contributions to stormwater infrastructure within the charge area, including headworks contributions and contributed assets. To standardise the process and to limit the difficulty for the public and Council in determining the impervious credit area, a simplified credit approach has been developed. The calculation of credit is related to impervious area as the measure of demand and considers the existing developed lawful use of the site. A site’s existing impervious area represents the credit that Council may assign to the application in consideration of previous developer contributions made to both the value of the existing infrastructure and future infrastructure. Accordingly, the following information is required to assist Council in its determination of the credit for respective applications: the existing lawful use for the subject development site; and details of the past approved development constructed on the site (visual evidence, site plans, building records etc) It is to be noted that the existing impervious area of a site may not always equal the credit impervious area determined by Council. Council may agree to revise the credit impervious area where the applicant has provided supporting evidence. To assist in the calculation of credit, Council has developed a GIS database (Existing Land Use MapInfo Table) that assign credits based on existing land use. The GIS database contains impervious area credits for all properties within the city and the methodology used for credit determination is included the Extrinsic Material. Unless otherwise determined or agreed by Council, a nominal 300 square meters of impervious area credit will be assigned to existing lots.

74 of 256 Infrastructure Charges Schedule Ver.1.2

12.0 Recreation Facilities Network – Infrastructure Charges Schedule This schedule is to be known as the Recreation Facilities Network Infrastructure Charges Schedule. 12.1 Apportionment Philosophy Recreation facilities with a district/ citywide catchment comprise a citywide charge component and a local charge component. Recreation facilities with a local catchment comprise only a local charge component. This is detailed in the following Table 2-44 Percentage of Charge by Recreation Facility Type. Table 2-44 Percentage of Charge by Recreation Facility Type

Facility Type Local Charge Citywide Charge

Local Recreation Park 100% -

District Recreation Park 30% 70%

City Recreation Park 30% 70%

District Sport Park 30% 70%

City Sport Park 30% 70%

Community Facilities - 100%

Outdoor Recreation - 100%

The local charge, as defined in Table 2-44 Percentage of Charge by Recreation Facility Type, is distributed on an SLA basis throughout the city. This distributive model is based on the recreation surveys conducted as part of the ICS development process and provides an estimate of usage of the local system. This usage is expressed as the proportion of SLA residents that utilise local parks within their SLA. Other residents of the Gold Coast or external demand generate the remaining proportion of use and this is detailed in Table 2-45 Use of Local System by SLA. Table 2-45 Use of Local System by SLA

Internal SLA Demand External Demand SLA for Local Parks for Local Parks

Arundel 70% 30%

Ashmore 50% 50%

Beenleigh 80% 20%

Benowa 30% 70%

Bethania-Waterford 80% 20%

Biggera Waters 30% 70%

Bilinga 20% 80%

Broadbeach 30% 70%

Broadbeach Waters 20% 80%

Bundall 50% 50%

Burleigh Heads 60% 40%

Burleigh Waters 55% 45%

Carrara-Merrimac 90% 10%

Coolangatta 80% 20%

Coombabah 70% 30%

Coomera-Cedar Creek 90% 10%

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 75 of 256

Internal SLA Demand External Demand SLA for Local Parks for Local Parks

Currumbin 40% 60%

Currumbin Waters 80% 20%

Eagleby 90% 10%

Edens Landing-Holmview 80% 20%

Elanora 70% 30%

Ernest-Molendinar 40% 60%

Gold Coast Bal in BSD 95% 5%

Guanaba-Currumbin Valley 95% 5%

Helensvale 70% 30%

Hollywell 40% 60%

Hope Island 95% 5%

Labrador 70% 30%

Main Beach-Broadwater 70% 30%

Mermaid Beach 30% 70%

Mermaid Waters-Clear Island Waters 50% 50%

Miami 30% 70%

Mt Warren Park 80% 20%

Mudgeeraba 95% 5%

Nerang 90% 10%

Oxenford 95% 5%

Palm Beach 65% 35%

Paradise Point 45% 55%

Parkwood 70% 30%

Robina 85% 15%

Runaway Bay 50% 50%

Southport 80% 20%

Stephens (Varsity Lakes) 45% 55%

Surfers Paradise 40% 60%

Tugun 60% 40%

Windaroo-Bannockburn 80% 20%

Worongary-Tallai 80% 20%

12.2 Method of Cost Apportionment The ICS charge for the Recreation Facilities Network is calculated on an ET basis. Different charge rates per ET apply for each SLA. The distribution model utilises a marginal apportionment approach that accounts for the value and use of the current network and the value and use of the future network. Of the total, 70% of the cost of district/regional facilities is charged on a citywide basis. This is after 6% has been removed to account for external usage which was derived from recreation user surveys. The remaining 30% is included in the local component of the charge.

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12.3 Charge Areas Charge areas for the Recreation Facilities Network have been determined having regard to similarities in the existing standards of service, projected growth, management of user demand, cost of supplying recreation facilities infrastructure and opportunities for users to benefit from the infrastructure. Charge areas align with the 47 SLAs across the city at the time of planning as shown in Figure 2-36 Recreation Facilities Network Charge Area Boundaries.

Figure 2-36 Recreation Facilities Network Charge Area Boundaries

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 77 of 256

12.4 Establishment Cost of Recreation Facilities Trunk Infrastructure The establishment cost of recreation facilities includes: a) land; b) works to bring land to fit for purpose; c) embellishments and the establishment of parks; and d) on costs and contingencies. Only land that has come under Council control (either through purchase or acquisition through the development process) after January 1990 has been included in the establishment costs in the PIP. If any doubt surrounds the date on which land came under Council control, the land has been excluded from the establishment costs. 12.4.1 Valuing Existing Assets Land that lies below the Q100 flood level has been valued at a rate of $7.50 per m2. Land that is above the Q100 and where a specific valuation exists, this has been used in the establishment cost. In cases where no specific valuation exists, land valuers have provided a general value for each charge area. The current replacement cost has been used for embellishments and works, with the exception of ecological assets that have been valued at a rate consistent with the provision of immature assets. 12.4.2 Valuing Future Assets Where specific sites are identified in the PFTI, land has been valued on the basis of the area below and above the Q100 flood level in accordance with Subclause 12.4.1 Valuing Existing Assets. Where specific sites are not known, the area below the Q100 has been taken to be 24% and the area above 76%. This reflects the current distribution of areas of park relative to the Q100 flood level. General land values in each charge area have been applied to the area above the Q100 for asset valuation purposes. A range of specific embellishments is defined in Subclause 12.7.2 Works, Table 2-53 Standard Works Associated with Recreation and Sports Parks. These are included in the future asset valuations. Design and supervision costs and contingencies defined in Table 2-1 Design and Supervision Costs and Table 2-2 Contingency Allowance, have also been included. The existing value of recreation facilities infrastructure is summarised in Table 2-46 Existing Value of the Recreation Facilities Infrastructure. Planned expenditure is detailed in Table 2-47 Planned Works Schedule for Land and Embellishments. Table 2-46 Existing Value of the Recreation Facilities Infrastructure

SLA Total Value

Arundel $8,336,055

Ashmore $13,661,643

Beenleigh $18,204,346

Benowa $19,959,145

Bethania-Waterford $7,959,944

Biggera Waters $2,888,559

Bilinga $6,741,841

Broadbeach $51,752,901

Broadbeach Waters $16,119,646

Bundall $1,072,016

Burleigh Heads $15,659,495

Burleigh Waters $13,866,139

78 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan Ver.1.2 2010

SLA Total Value

Carrara-Merrimac $21,955,501

Coolangatta $13,295,676

Coombabah $10,739,362

Coomera-Cedar Creek $25,112,200

Currumbin $12,758,331

Currumbin Waters $17,601,217

Eagleby $11,052,761

Edens Landing-Holmview $9,241,088

Elanora $29,045,621

Ernest-Molendinar $2,381,232

Gold Coast (C) Bal in BSD $28,867,287

Guanaba-Currumbin Valley $58,407,564

Helensvale $19,463,379

Hollywell $2,040,233

Hope Island $3,430,645

Labrador $36,011,047

Main Beach-Broadwater $35,897,239

Mermaid Beach $3,137,861

Mermaid Waters-Clear Island Waters $21,912,222

Miami $18,020,528

Mt Warren Park $2,333,955

Mudgeeraba $15,174,924

Nerang $31,864,586

Oxenford $15,820,767

Palm Beach $17,240,912

Paradise Point $6,516,045

Parkwood $8,151,287

Robina $44,752,365

Runaway Bay $14,428,199

Southport $48,486,557

Stephens (Varsity Lakes) $4,689,702

Surfers Paradise $61,068,530

Tugun $8,393,546

Windaroo-Bannockburn $3,273,938

Worongary-Tallai $9,664,128

Ver.1.2 Infrastructure Charges Schedule 79 of 256

Table 2-47 Planned Works Schedule for Land and Embellishments

Planned Expenditure SLA Name 2006 to 2010 2011 to 2015 2016 to 2021

Arundel $5,594,202 $0 $0

Ashmore $0 $0 $70,000

Beenleigh $860,000 $444,202 $748,550

Benowa $3,500,000 $5,900,000 $98,000

Bethania-Waterford $4,715,675 $2,019,202 $763,525

Biggera Waters $1,014,157 $110,000 $0

Bilinga $0 $462,000 $0

Broadbeach $8,910,000 $60,000 $29,140,715

Broadbeach Waters $17,000 $244,000 $192,285

Bundall $0 $0 $550,000

Burleigh Heads $0 $0 $0

Burleigh Waters $0 $170,000 $0

Carrara-Merrimac $14,565,000 $6,100,000 $2,183,465

Coolangatta $5,340,000 $0 $98,000

Coombabah $0 $0 $460,222

Coomera-Cedar Creek $43,915,740 $20,476,969 $18,587,328

Currumbin $0 $0 $250,050

Currumbin Waters $0 $0 $68,000

Eagleby $3,587,780 $1,800,000 $0

Edens Landing-Holmview $3,362,500 $1,220,120 $545,530

Elanora $0 $1,500,000 $0

Ernest-Molendinar $0 $0 $0

Gold Coast (C) Bal in BSD $12,745,055 $12,749,556 $4,921,410

Guanaba-Currumbin Valley $800,000 $9,463,161 $1,355,987

Helensvale $8,000 $2,169,906 $1,148,442

Hollywell $0 $0 $0

Hope Island $12,347,823 $47,745,779 $22,225,635

Labrador $3,490,000 $3,747,441 $310,000

Main Beach-Broadwater $11,110,000 $5,000,000 $456,200

Mermaid Beach $0 $0 $0

Mermaid Waters-Clear Island Waters $207,000 $1,231,330 $0

Miami $8,450,000 $5,475,000 $325,000

Mt Warren Park $222,880 $0 $568,000

80 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan Ver.1.2 2010

Planned Expenditure SLA Name 2006 to 2010 2011 to 2015 2016 to 2021

Mudgeeraba $9,898,971 $1,825,000 $0

Nerang $4,400,000 $294,202 $218,129

Oxenford $9,710,000 $960,000 $96,129

Palm Beach $5,118,435 $0 $3,048,189

Paradise Point $2,400,000 $7,067,034 $0

Parkwood $0 $294,202 $0

Robina $11,400,000 $2,267,450 $0

Runaway Bay $2,490,000 $370,000 $0

Southport $18,590,000 $4,449,997 $1,645,841

Stephens (Varsity Lakes) $460,405 $0 $0

Surfers Paradise $0 $42,985,598 $146,000

Tugun $294,202 $0 $0

Windaroo-Bannockburn $0 $0 $250,455

Worongary-Tallai $0 $0 $0

12.5 Recreation Facilities Demand The planned growth in demand placed on the Recreation Facilities Network in each of the Planning Zones and individual charge areas is presented in Table 2-48 through Table 2-50.

Table 2-48 Planned Demand for Northern Planning Zone

Planned Growth in Demand

2004-2006 2004-2006 2006-2011 2006-2011 2011-2016 2011-2016 2016-2021 2016-2021 Charge Area Detached Attached Detached Attached Detached Attached Detached Attached ET ET ET ET ET ET ET ET

Balance of GC 1074 6 2027 44 1287 67 1692 2

Beenleigh 6 10 21 59 146 128 729 595

Bethania- 198 3 649 4 722 0 276 9 Waterford

Coomera-Cedar 1643 1421 5370 6831 5553 2378 3809 1553 Creek

Eagleby 74 6 295 11 111 0 214 0

Edens Landing- 68 1 255 8 409 0 747 0 Holmview

Hope Island 58 208 748 97 618 8 338 106

Oxenford 413 45 229 79 316 5 206 15

Mt. Warren 8 19 14 58 69 4 76 1 Park

Windaroo- 5 1 8 7 239 2 272 0 Bannockburn

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 81 of 256

Table 2-49 Planned Demand for Southern Planning Zone

Planned Growth in Demand 2004-2006 2004-2006 2006-2011 2006-2011 2011-2016 2011-2016 2016-2021 2016-2021 Charge Area Detached Attached Detached Attached Detached Attached Detached Attached ET ET ET ET ET ET ET ET

Arundel 7 0 24 0 386 0 460 0

Ashmore 1 83 10 31 173 0 310 137

Carrara- 539 4 857 361 967 0 860 104 Merrimac

Coombabah 0 25 23 120 6 8 57 88

Ernest- 102 0 126 0 79 0 42 0 Molendinar

Guanaba- Currumbin 457 554 4253 3477 1924 1041 1447 1509 Valley

Helensvale 46 96 117 687 132 51 185 56

Mudgeeraba 59 3 118 25 103 45 135 145

Nerang 70 37 178 284 355 84 591 271

Parkwood 0 0 7 0 163 0 56 0

Robina 81 159 683 65 79 1286 136 764

Stephens 44 65 56 170 0 348 3 358 (Varsity Lakes)

Worongary- 5 0 19 18 87 82 75 0 Tallai

Table 2-50 Planned Demand for Coastal Planning Zone

Benowa 9 14 35 14 247 6 116 121

Biggera Waters 1 350 1 463 0 807 0 275

Bilinga 0 19 0 69 0 520 0 362

Broadbeach 0 306 0 464 0 1235 0 1331

Broadbeach 7 14 0 77 37 18 70 1756 Waters

Bundall 12 0 9 0 64 344 48 369

Burleigh Heads 3 60 9 170 3 799 19 915

Burleigh Waters 8 11 13 53 28 12 24 32

Coolangatta 0 56 0 225 0 970 4 1148

Currumbin 6 10 6 25 6 208 0 92

Currumbin 58 13 60 16 90 24 60 247 Waters

Elanora 7 0 5 0 66 298 10 53

Hollywell 0 0 7 12 12 65 4 4

82 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan Ver.1.2 2010

Labrador 6 59 5 206 33 373 33 1055

Main Beach- 0 526 0 66 0 388 0 117 Broadwater

Mermaid Beach 0 50 0 112 0 1725 0 1020

Mermaid Waters-Clear 7 3 513 18 1274 144 76 318 Island Waters

Miami 1 17 4 37 0 247 13 238

Palm Beach 2 74 3 198 59 2386 30 1742

Paradise Point 0 0 4 499 14 54 26 27

Runaway Bay 1 43 14 187 34 531 24 427

Southport 34 692 33 1469 129 1459 106 4869

Surfers 7 1910 6 2003 64 4891 26 3317 Paradise

Tugun 0 23 6 258 6 1197 10 547

Note: The Standard Demand Unit (SDU) for the Recreation Facilities Network is the equivalent tenement or ET.

Table 2-51 SDU Conversion Rates for Different Development Types allows the demand from different types of development to be expressed in Standard Demand Units.

Table 2-51 SDU Conversion Rates for Different Development Types

Development Type Development Unit ET Conversion Rate Reconfiguration of a Lot (ROL) Applications

Residential and Per Lot 1.0 ET Non-Residential Other Applications

Per Detached Residential 1.0 ET dwelling/Lot

Per 1 bedroom unit 0.9 ET (including bed-sit)

Residential Use Per 2 bedroom unit 1.0 ET

Per 3 bedroom unit 1.1 ET

Per 4 bedroom unit 1.2 ET

Per 5+ bedroom unit 1.3 ET

Family Accommodation, Aged Care/ Retirement Per Unit 0.410 ET Villages

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 83 of 256

Development Type Development Unit ET Conversion Rate

ETs per 100m2 GFA/TUA for each SLA (below) Non-Residential Use Statistical Local Area (SLA) Retail Commercial Industrial

Arundel 0.0167 0.0301 0.0023

Ashmore 0.0505 0.0908 0.0071

Beenleigh 0.0637 0.1147 0.0089

Benowa 0.0350 0.0630 0.0049

Bethania-Waterford 0.0152 0.0273 0.0021

Biggera Waters 0.0107 0.0193 0.0015

Bilinga 0.0086 0.0155 0.0012

Broadbeach 0.0321 0.0578 0.0045

Broadbeach Waters 0.0816 0.1468 0.0114

Bundall 0.0519 0.0933 0.0073

Burleigh Heads 0.0401 0.0722 0.0056

Burleigh Waters 0.0145 0.0261 0.0020

Carrara-Merrimac 0.0167 0.0301 0.0023

Coolangatta 0.0263 0.0473 0.0037

Coombabah 0.0059 0.0106 0.0008

Coomera-Cedar Creek 0.0306 0.0551 0.0043

Currumbin 0.0221 0.0398 0.0031

Currumbin Waters 0.0262 0.0472 0.0037

Eagleby 0.0154 0.0277 0.0022

Edens Landing-Holmview 0.0068 0.0123 0.0010

Elanora 0.0231 0.0416 0.0032

Ernest-Molendinar 0.0662 0.1191 0.0093

Gold Coast Bal in BSD 0.0793 0.1427 0.0111

Guanaba-Currumbin Valley 0.0261 0.0470 0.0037

Helensvale 0.0226 0.0406 0.0032

Hollywell 0.0054 0.0097 0.0008

Hope Island 0.0951 0.1711 0.0133

Labrador 0.0153 0.0275 0.0021

Main Beach-Broadwater 0.0212 0.0382 0.0030

Mermaid Beach 0.0077 0.0138 0.0011

Mermaid Waters-Clear Island 0.0156 0.0281 0.0022 Waters

Miami 0.0217 0.0391 0.0030

Mt Warren Park 0.0062 0.0112 0.0009

84 of 256 Infrastructure Charges Schedule Ver.1.2

Development Type Development Unit ET Conversion Rate

Mudgeeraba 0.0268 0.0482 0.0038

Nerang 0.0536 0.0964 0.0075

Oxenford 0.0284 0.0511 0.0040

Palm Beach 0.0085 0.0153 0.0012

Paradise Point 0.0085 0.0153 0.0012

Parkwood 0.0201 0.0361 0.0028

Robina 0.0601 0.1082 0.0084

Runaway Bay 0.0388 0.0698 0.0054

Southport 0.0723 0.1301 0.0101

Stephens (Varsity Lakes) 0.0022 0.0039 0.0003

Surfers Paradise 0.0259 0.0466 0.0036

Tugun 0.0196 0.0352 0.0027

Windaroo-Bannockburn 0.0016 0.0028 0.0002

Worongary-Tallai 0.0168 0.0303 0.0024

12.6 Recreation Facilities Network Charge Rates Infrastructure charge rates for the Recreation Facilities Network are presented in Table 2-52 Infrastructure Charge Rates for the Recreation Facilities Network.

Table 2-52 Infrastructure Charge Rates for the Recreation Facilities Network

Infrastructure Charge Rates SLA (per ET)

Arundel $4,636

Ashmore $5,094

Beenleigh $3,609

Benowa $4,840

Bethania-Waterford $4,383

Biggera Waters $3,872

Bilinga $3,772

Broadbeach $4,621

Broadbeach Waters $5,161

Bundall $2,478

Burleigh Heads $3,365

Burleigh Waters $4,380

Carrara-Merrimac $4,817

Coolangatta $5,460

Coombabah $4,942

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 85 of 256

Infrastructure Charge Rates SLA (per ET)

Coomera-Cedar Creek $5,785

Currumbin $5,065

Currumbin Waters $5,186

Eagleby $4,358

Edens Landing-Holmview $4,992

Elanora $4,736

Ernest-Molendinar $3,007

Gold Coast Bal in BSD $6,409

Guanaba-Currumbin Valley $5,289

Helensvale $5,718

Hollywell $2,775

Hope Island $7,299

Labrador $3,962

Main Beach-Broadwater $4,528

Mermaid Beach $2,737

Mermaid Waters-Clear Island Waters $4,710

Miami $5,432

Mt Warren Park $3,129

Mudgeeraba $5,151

Nerang $4,574

Oxenford $5,666

Palm Beach $3,880

Paradise Point $5,277

Parkwood $4,662

Robina $4,760

Runaway Bay $3,676

Southport $3,653

Stephens (Varsity Lakes) $4,629

Surfers Paradise $5,389

Tugun $4,805

Windaroo-Bannockburn $5,071

Worongary-Tallai $5,320

86 of 256 Infrastructure Charges Schedule Ver.1.2

12.7 Development Offsets A development offset is an amount offset against the infrastructure charge for an infrastructure network to recognise the value (less any contingency amounts) of land or items of trunk infrastructure supplied as part of a development. 12.7.1 Land For land to be eligible as a recreation facility development offset against a recreation facilities infrastructure charge, the land must possess all characteristics described in Subclause 4.5 Recreation Facilities Network Desired Standard of Service, including those requirements detailed in Table 1-34 to Table 1-39 that outline other planning and design data for the Recreation Facilities Network. 12.7.2 Works To be eligible as a development offset against a recreation facilities infrastructure charge, works must be established or located on land that meets the requirements of Subclause 4.5 Recreation Facilities Network Desired Standard of Service, including those requirements detailed in Table 1- 34 to Table 1-39 that outline other planning and design data for the Recreation Facilities Network. Works, items, embellishments or augmentations normally associated with a dedication of a recreation facility have been factored into the Recreation Facilities Network infrastructure charge rates. Consequently, items listed in Table 2-53 Standard Works Associated with Recreation and Sports Parks, and items provided in lieu of those listed in this table and Section 6 of Council’s Land Development Guidelines (GCCC) do not receive additional recognition as development offsets. Only works not normally associated with a dedication of a recreation facility, such as large jetties or boat ramps, where not provided in lieu of standard works, are eligible for additional recognition as development offsets. Development offsets are not available for works where the purpose of those works is to improve land to a standard that would meet the minimum criteria as specified in Subclause 4.5 Recreation Facilities Network Desired Standard of Service, including those requirements detailed in Table 1- 34 to Table 1-39 that outline other planning and design data for the Recreation Facilities Network. Table 2-53 Standard Works Associated with Recreation and Sports Parks

Recreation Park Sports Park Water Bubblers Water Bubblers Signage Signage Playgrounds Playgrounds Bollards Bollards Seats and Tables Seats and Tables Grass Grass Earthworks/shaping Earthworks/shaping Shade Trees Shade Trees Lighting (installed incl. poles, trenches, switchboards) Lighting (installed incl. poles, trenches, switchboards) Temporary shade structures Temporary shade structures Paths Paths BBQs BBQs Picnic Shelters Picnic Shelters Bins Bins Gazebos Gazebos Car Parks (5 per ha) Car Parks (5 per ha) Access Roads Access Roads Bike Racks Bike Racks Fitness Stations Fitness Stations Toilets Toilets

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 87 of 256

Recreation Park Sports Park Bridges Bridges Dog Agility Facilities Dog Agility Facilities Hard Courts Hard Courts (inc. lights) Boardwalks Flood Lights Recreational Trails Irrigation Systems - Top-dress Establishment - Changing Sheds - Sports Fields (incl. posts)

Table 2-54 Detailed Schedule of Works for Recreation Facilities Network identifies the schedule of future recreation facilities trunk infrastructure. These items of infrastructure relate to the PFTI maps contained in Subclause 5.6 Plans For Trunk Infrastructure Maps.

Table 2-54 Detailed Schedule of Works for Recreation Facilities Network

Embellishment Infrastructure Area Land Cost SLA Name Classification Works Lot On Plan Cost Type (m2) (Current $) (Current $)

2007 Beenleigh District Park Doug Larson Park City Wide 0 Embellish for Sport 1sp155591 $0 $720,000 Bethania-Waterford Local Park Woodlands Park Local 10000 Embellish for Recreation 900sp174614 $284,550 $222,880 Harbourtown North Biggera Waters Local Park Local 4780 Embellish for Recreation 718sp132198 $664,157 $350,000 Community Park Coomera-Cedar District Park Viney Park City Wide 0 Embellish for Sport 1sp126136 $0 $60,000 Creek Coomera-Cedar Local Park Bright Park Local 0 Embellish for Recreation 501sp164175 $0 $222,880 Creek Coomera-Cedar Local Park Kerkin North Park Local 10000 Embellish for Recreation 73w3187 $398,850 $222,880 Creek Coomera-Cedar Local Park Kerkin South Park Local 10000 Embellish for Recreation 73w3187 $398,850 $222,880 Creek Coomera-Cedar Local Park Mick Phillips Park Local 10000 Embellish for Recreation 20rp894218 $398,850 $222,880 Creek Coomera-Cedar Local Park Sam Ward Park Local 10000 Embellish for Recreation 20rp894218 $398,850 $222,880 Creek Coomera-Cedar Local Park Tiger Moth Park Local 21809 Established Land Dedication 2sp160247 $869,852 $1,148,443 Creek Coomera-Cedar Coomera Pool Swimming Pool City Wide 10000 Space in a Building 37rp187881 $2,000,000 $700,000 Creek Option A Coomera-Cedar Coomera Pool Swimming Pool City Wide 10000 Space in a Building 100sp165053 $2,000,000 $700,000 Creek Option B Gold Coast (C) Bal Embellish for Sport and District Park The Paddock City Wide 80000 952sp176205 $2,886,000 $1,367,800 in BSD Recreation Gold Coast (C) Bal Jacobs Ridge Local Local Park Local 5000 Embellish for Recreation 952sp176205 $180,375 $222,880 in BSD Park 1 Main Beach- Foreshore Hollingdale Park City Wide 0 Embellish for Recreation 571sp116683 $0 $200,000 Broadwater Reserve Mt Warren Park Local Park Mt Warren Oval Local 0 Embellish for Sport 996rp813562 $0 $222,880 Paradise Point Local Park Jabiru Island Park Local 0 Embellish for Recreation 325wd6149 $0 $800,000 2008 Suntown Arundel Local Park Local 0 Embellish for Recreation 2sp161692 $0 $294,202 Community Park GC Regional Embellish in Accordance with Benowa City Park Botanical Gardens City Wide 0 502wd4380 $0 $3,500,000 Master Plan Stage 2a Stage 2a Broadbeach District Park Albert Park City Wide 0 Embellish for Sport 100sp125892 $0 $17,000 Waters Embellish for Sport and Carrara-Merrimac District Recreation Hickey Park City Wide 1996000 14rp179055 $11,976,000 $0 Recreation Coolangatta District Park Kirra Hill Park City Wide 0 Embellish for Sport 1c28532 $0 $1,030,000 R T Peak Memorial Embellish in Accordance with Coolangatta Local Park Local 0 304sp138243 $0 $4,310,000 Park Master Plan Coomera-Cedar Community Oxenford Lake City Wide 2092 Earthworks 20sp154446 $83,439 $0 Creek Facility Upper Coomera Coomera-Cedar Community Sports Park City Wide 0 Earthworks 2rp187910 $0 $0 Creek Facility Community Centre West Upper Coomera-Cedar Community Coomera City Wide 2200 Earthworks 122rp818804 $87,747 $0 Creek Facility Community Facility

88 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan Ver.1.2 2010

Embellishment Infrastructure Area Land Cost SLA Name Classification Works Lot On Plan Cost Type (m2) (Current $) (Current $) Coomera-Cedar Brygon Creek Drive District Park City Wide 50000 Embellish for Recreation 1sp170556 $1,994,250 $1,148,443 Creek Park Coomera-Cedar Coomera Develop in Accordance with District Park City Wide 71300 5cp869093 $1,500,000 $2,580,000 Creek Causeway Park Master Plan Coomera-Cedar Central Recreation Linkage Park Local 0 Embellish as Linkage 43sp183277 $0 $101,200 Creek Spine Coomera-Cedar Local Park Bridal Trail Park Local 5000 Embellish for Recreation 142rp170747 $199,425 $222,880 Creek Coomera-Cedar Finnigan Local Park Local 20000 Embellish for Recreation 3sp165374 $797,700 $222,880 Creek Recreation Park Coomera-Cedar Local Park Genesis Park Local 50000 Embellish as Linkage Park 126rp186347 $1,994,250 $222,880 Creek Coomera-Cedar Local Park Global Common Local 19069 Establish for Recreation 891sp170566 $760,567 $222,880 Creek Eagleby Wetlands Embellish as an Extension of Eagleby Linkage Local 20000 3rp8164 $492,900 $222,880 Extension Wetlands Gold Coast (C) Bal District Park Motorsport Park City Wide 100000 Embellish for Motor Sports 1rp6936 $4,000,000 $4,088,000 in BSD Guanaba- Frank Chaston District Park City Wide 0 Embellish for Sport 100cp894812 $0 $700,000 Currumbin Valley Sporting Field Helensvale District Sports Robert Dalley Park City Wide 0 Embellish for Sport 3sp102809 $0 $8,000 Hope Island Sports Hope Island District Park City Wide 60000 Embellish for Sport 123rp79932 $6,600,000 $1,749,822 Park Hope Island Local Park Cova Park Local 500 Embellish as Linkage 207sp150488 $235,000 $25,000 Hope Island Local Park Cova Park Local 5000 Embellish for Recreation 29sp170418 $1,056,675 $222,880 Hope Island Local Park Fish Park Local 4848 Embellish as Linkage 122rp901297 $1,024,552 $30,000 Labrador District Park Keith Hunt Park 1 City Wide 0 101sp138895 $0 $1,050,000 Foreshore Labrador Harley Park City Wide 0 Embellish for Recreation 126sp153558 $0 $2,440,000 Reserve Main Beach- Macintosh Island City Park City Wide 0 Embellish for Recreation 571sp116683 $0 $3,850,000 Broadwater Park Foreshore Embellish Miami to Burleigh Miami Ed Hardy Park City Wide 0 207sp153595 $0 $825,000 Reserve Linkage Foreshore Embellish Miami To Burleigh Miami Ed Hardy Park City Wide 0 207sp153595 $0 $1,650,000 Reserve Linkage Foreshore Embellish Miami to Burleigh Miami Justins Park City Wide 0 207sp153595 $0 $825,000 Reserve Linkage Mudgeeraba City Park Firth Park City Wide 100000 30sp160812 $395,000 $0 Mudgeeraba City Park Firth Park City Wide 200000 25rp868214 $703,971 $0 Embellish for Sport in Nerang District Park Glennon Park City Wide 0 6rp219214 $0 $1,750,000 Accordance with Master Plan Foreshore Embellish for Recreation As Nerang Arthur Earl Park City Wide 0 620sp105702 $0 $2,650,000 Reserve Nerang River Parklands Coomera Lake Embellish for Recreation and Oxenford District Park City Wide 250000 804sp176221 $4,000,000 $4,310,000 Parklands Sport Oxenford Oxenford District Park City Wide 0 Embellish for Recreation 207rp142507 $0 $950,000 Recreation Park Mangrove Jack Oxenford Local Park Local 0 Embellish for Recreation 4rp880395 $0 $450,000 Park Palm Beach District Park Salk Oval City Wide 0 Embellish for Recreation 234wd800479 $0 $333,000 Foreshore Palm Beach Embellish for Recreation in Palm Beach City Wide 0 258wd5078 $0 $3,800,000 Reserve Parklands Accordance with Master Plan Foreshore Esplanade North Paradise Point City Wide 0 Embellish as Linkage 128sp146946 $0 $1,600,000 Reserve Park Southport District Park Musgrave Park City Wide 0 Embellish for Sport 433wd5860 $0 $90,000 Foreshore Tugun Kropp Park City Wide 0 Embellish for Recreation 16wd6272 $0 $294,202 Reserve 2009 Arundel District Park Napper Park City Wide 20000 Embellish for Recreation 90rp897115 $4,000,000 $1,300,000 Foreshore Logan River Beenleigh City Wide 0 Embellish for Recreation 2sp106600 $0 $140,000 Reserve Parklands Waterford West Bethania-Waterford Local Park Local 21821 Embellish for Recreation 6rp136027 $620,917 $222,880 Park Broadbeach City Park Cascade Gardens City Wide 0 Embellish for Recreation 393sp144206 $0 $1,700,000 Broadbeach District Park Broadbeach Park City Wide 0 Embellish for Sport 3sp147636 $0 $60,000 Foreshore Broadbeach Kurrawa Park City Wide 0 Embellish for Recreation 1sp134184 $0 $2,150,000 Reserve Foreshore Broadbeach Pratten Park City Wide 0 Embellish for Recreation 1sp134184 $0 $3,000,000 Reserve Broadbeach Local Park Federation Park Local 0 Embellish for Recreation 1b83832 $0 $2,000,000 West Upper Coomera-Cedar District Park Coomera Sports City Wide 150043 Embellish for Sport 7rp885426 $650,000 $3,300,039 Creek (Sport) Park Coomera-Cedar C J Edward Park Local Park Local 33411 $2,180,000 12rp159988 $1,332,598 $2,500,000 Creek (Extension) Coomera-Cedar Coomera Grand Local Park Local 10000 Embellish for Recreation 999sp164175 $398,850 $222,880 Creek Park

Ver.1.2 Infrastructure Charges Schedule 89 of 256

Embellishment Infrastructure Area Land Cost SLA Name Classification Works Lot On Plan Cost Type (m2) (Current $) (Current $) Coomera-Cedar Local Park Duncan Park Local 0 Embellish for Recreation 502sp164175 $0 $222,880 Creek Coomera-Cedar Local Park Two Hill Park Local 8000 Embellish for Recreation 3sp165374 $319,080 $222,880 Creek Edens Landing- Bethania Riverside Embellish for Sport and District Park City Wide 339500 6rp168712 $2,221,782 $1,140,718 Holmview Parklands Recreation Olivers Sports Eagleby District Park City Wide 0 Augment Sports Fields 2sp175369 $0 $2,860,000 Complex Guanaba- District Recreation Schusters Park City Wide 0 Embellish for Recreation 506rp174004 $0 $100,000 Currumbin Valley Main Beach- Foreshore Embellish for Outdoor Federation Walk City Wide 0 401sp120157 $0 $5,000,000 Broadwater Reserve Recreation Main Beach- Foreshore South Stradbroke City Wide 0 Jetty 1 71cp816510 $0 $630,000 Broadwater Reserve Island Main Beach- South Stradbroke Embellish for Outdoor Linkage Park Local 0 67wd5818 $0 $1,430,000 Broadwater Island Recreation Miami City Park Pizzey Park City Wide 0 Embellish for Sport Stage 1 1rp811097 $0 $5,150,000 Palm Beach District Park Salk Oval City Wide 0 Embellish for Sport 234wd800479 $0 $300,000 Palm Beach Local Park 19th Ave Park Local 3000 Embellish for Recreation 2rp126274 $462,555 $222,880 Robina District Park Stadium Park City Wide 0 Embellish for Recreation 603sp150952 $0 $10,140,000 Runaway Bay Runaway Bay City Park City Wide 0 Embellish for Sport 1sp126865 $0 $2,430,000 Sport Complex 1 Foreshore Southport Embellish in Accordance with Southport City Wide 0 258wd6339 $0 $17,500,000 Reserve Foreshore Master Plan 2010 Waterford East Bethania-Waterford District Park City Wide 18864 900sp174614 $536,775 $2,500,033 Sports Park Bethania Shores Bethania-Waterford Local Park Local 8000 Embellish as Linkage 3rp866217 $227,640 $100,000 Linkage Park Robina Markeri Carrara-Merrimac District Park City Wide 0 Embellish as Linkage 2rp862191 $0 $189,000 Linkage Park Carrara-Merrimac District Recreation Carrara Parklands City Wide 0 Embellish for Recreation 999sp175775 $0 $2,400,000 Coomera-Cedar Community Coomera TC City Wide 10000 Earthworks/Space in Building 23rp835942 $500,000 $0 Creek Centre Community Centre Coomera-Cedar Community Coomera Sports City Wide 0 Earthworks 2cp816503 $0 $204,500 Creek Facility Community Facility Coomera-Cedar District Park Brown Cow Park City Wide 30000 Embellish for Recreation 1rp48903 $700,000 $1,367,800 Creek Coomera-Cedar Gainsborough District Park City Wide 73611 Embellish for Sport 1rp55470 $328,125 $1,749,822 Creek Greens Sports Park Coomera-Cedar District Park Ruffles Road Embellish for Outdoor City Wide 0 902sp131993 $0 $222,879 Creek (Recreation) Reserve Recreation Construct Paths and Coomera-Cedar Boardwalks in Accordance District Park Yaun Creek Park City Wide 0 3rp900718 $0 $2,180,000 Creek with Coomera River Recreation Master Plan Coomera-Cedar Coomera TC Established Land/ Space In Library Local 5000 23rp835942 $199,425 $500,000 Creek Library Building Coomera-Cedar Eastern Recreation Linkage Park Local 40000 Embellish as Linkage 40sp165365 $1,595,400 $202,400 Creek Spine Coomera-Cedar West Upper Linkage Local 15167 Embellish as Linkage 16sp174214 $604,936 $220,000 Creek Coomera Coomera-Cedar Coomera Civic Local Park Local 5000 Embellish as Civic Park 23rp835942 $1,000,000 $222,880 Creek Park Coomera-Cedar Local Park Flick Park Local 10000 Embellish for Recreation 40sp165365 $398,850 $222,880 Creek Olivers Sports Eagleby District Park City Wide 0 Embellish Sports Park 2sp175369 $0 $12,000 Complex Hope Island District Park Saltwater Park City Wide 0 Embellish for Recreation 98sp122935 $0 $151,594 Hope Island Local Park Central West Park Local 2590 Embellish as Linkage 87rp902261 $1,217,300 $35,000 Mermaid Waters- Clear Island District Recreation Takasu Gardens City Wide 0 Embellish as Linkage 968rp904508 $0 $207,000 Waters Mudgeeraba City Park Firth Park City Wide 0 Embellish for Sport 3wd4936 $0 $8,050,000 Hinterland Regional Embellish for Recreation Mudgeeraba City Park City Wide 0 3rp92347 $0 $750,000 Park Stage 1 Lakes And Water Robina Lake Orpheus City Wide 0 Embellish for Recreation 8rp225558 $0 $1,260,000 Features Runaway Bay Runaway Bay City Park City Wide 0 Embellish for Sport 4sp116505 $0 $60,000 Sports Complex Embellish for Sport and Southport District Park Musgrave Park City Wide 0 433wd5860 $0 $1,000,000 Recreation Stephens (Varsity Wattle Community Local Park Local 5000 Embellish for Recreation 15rp162122 $237,525 $222,880 Lakes) Park 2011 GC Regional Embellish In Accordance Benowa City Park Botanical Gardens City Wide 0 502wd4380 $0 $3,900,000 With Master Plan Stage 2b Bethania-Waterford Local Park Larry Storey Park Local 0 Embellish for Recreation 400w31602 $0 $294,202

90 of 256 Infrastructure Charges Schedule Ver.1.2

Embellishment Infrastructure Area Land Cost SLA Name Classification Works Lot On Plan Cost Type (m2) (Current $) (Current $) Biggera Waters Local Park Stewart Park Local 0 Embellish for Recreation 168wd5931 $0 $110,000 Betty Diamond Bilinga District Park City Wide 0 Embellish for Sport 3rp837321 $0 $462,000 Sports Complex 2 Coomera-Cedar Community Museum City Wide 2200 Earthworks 2sp160247 $0 $0 Creek Centre Community Centre Coomera-Cedar Coomera Sports District Park City Wide 2200 Embellish for Sport 2cp816503 $0 $2,674,000 Creek Park Stage 2 Coomera-Cedar Local Park Foxwell Road Park Local 10000 Embellish for Recreation 10rp170746 $398,850 $222,880 Creek Edens Landing- Gardiner Road Local Park Local 10000 Embellish for Recreation 21rp106788 $322,650 $222,880 Holmview Park Eddie Cornhouser Elanora City Park City Wide 0 Embellish for Recreation 902rp886556 $0 $1,500,000 Park Gold Coast (C) Bal Pimpama Rivers District Park City Wide 80000 Establish for Sport 514sp149453 $50,118 $1,749,822 in BSD Sports Park Gold Coast (C) Bal Local Park Local Park Option Local 19446 Embellished for Recreation 178wd2655 $701,514 $1,148,443 in BSD Guanaba- Community Spinney City Wide 2200 Earthworks 28wd4657 $0 $0 Currumbin Valley Centre Community Centre Guanaba- Coplicks Extension District Park City Wide 100000 3rp854351 $1,300,000 $0 Currumbin Valley A Guanaba- Coplicks Extension District Park City Wide 100000 4sp145343 $390,000 $0 Currumbin Valley B Guanaba- Local Park Dave Matley Park Local 25000 Embellish for Recreation 43sp151645 $997,125 $222,880 Currumbin Valley Helensvale District Park Rugby Park City Wide 0 Lights 989rp220449 $0 $16,000 Hope Island Local Park Cova West Park Local 15000 Embellish for Recreation 77sp170418 $7,050,000 $222,880 Embellish Fields 1 & 2 for Labrador District Park Keith Hunt Park City Wide 0 101sp138895 $0 $158,000 Sport (Over 35s) Labrador Local Park Usher Avenue Park Local 3000 Embellish for Recreation 1rp853116 $416,835 $294,202 Mermaid Waters- Clear Island Local Park Lakeview Park Local 10000 Embellish for Recreation 21rp106788 $1,008,450 $222,880 Waters Robina District Park Cheltenham Park City Wide 20000 Embellish for Sport 900sp100231 $0 $90,000 Robina District Park Robina Common City Wide 0 Embellish for Sport 8rp225558 $0 $1,550,000 Robina Station Embellish Linkage between Robina District Park City Wide 0 997sp100222 $0 $627,450 Reserve Firth Park and Robina TC Southport District Park Musgrave Park City Wide 0 Embellish for Sport 458wd6223 $0 $120,000 Community Norfolk Ave Surfers Paradise City Wide 1000 Space in a Building 25rp85518 $2,668,785 $0 Centre Community Centre 2012 Bethania-Waterford District Park L Story Park City Wide 0 Embellish for Recreation 31cp899837 $0 $1,725,000 Beenleigh Local Park Thorsbourne Park Local 0 Embellish for Recreation 223rp838955 $0 $294,202 Broadbeach District Park Broadbeach Park City Wide 0 Embellish for Sport 3sp147636 $0 $60,000 John Handley Burleigh Waters District Park Community City Wide 0 Embellish for Sport 380sp173156 $0 $170,000 Complex Gainsborough Coomera-Cedar Community Greens Community City Wide 2200 Earthworks 1rp55470 $87,747 $0 Creek Facility Centre Coomera-Cedar Local Park Dixon Drive Park Local 10000 Embellish for Recreation 42rp168217 $398,850 $222,880 Creek Coomera-Cedar Local Park Peter Apps Park Local 10000 Embellish for Recreation 118rp186347 $398,850 $1,148,443 Creek Coomera-Cedar Local Woody Park Local 10000 Embellish for Recreation 1sp150729 $398,850 $2,177,000 Creek Coomera-Cedar Yawalpah West Local Park Local 7244 Embellish for Recreation 7sp177500 $288,927 $222,880 Creek Park Coomera-Cedar Yaun Creek Linkage Local 26247 Embellish as Linkage Park 401sp163308 $1,046,862 $2,180,000 Creek Recreation Spine Embellish in Accordance with Eagleby Linkage Eagleby Wetlands Local 0 2sp175369 $0 $1,800,000 Wetlands Concept Plan Gold Coast (C) Bal Local Park Local Park Option Local 9999 Embellished for Recreation 13rp121176 $360,714 $1,148,443 in BSD Guanaba- District Park Coplicks City Wide 100000 Embellish for Sport 3sp145343 $0 $3,380,000 Currumbin Valley Saltwater Creek Hope Island Linkage Local 40000 Embellish as Linkage 1rp890658 $870,488 $1,512,594 Linkage Park Embellish for Recreation Miami City Park Pizzey Park City Wide 0 1rp811097 $0 $5,475,000 Stage 2 Foreshore Paradise Point Paradise Point City Wide 25690 Embellish as Linkage 110rp204636 $5,918,591 $1,148,443 Reserve Periphery Park Parkwood Linkage Park Driftwood Park Local 0 Embellish for Linkage 998rp842689 $0 $294,202 2013 Beenleigh District Sport Chris Green Park City Wide 0 Embellish for Sport 1wd2212 $0 $71,000 Broadbeach T E Peters Linkage Park Local 0 Embellish as Linkage 40sp156266 $0 $244,000 Waters Parklands Carrara-Merrimac City Park Hickey Park City Wide 20000 Embellish for Recreation 900sp100231 $0 $6,100,000

Ver.1.2 Infrastructure Charges Schedule 91 of 256

Embellishment Infrastructure Area Land Cost SLA Name Classification Works Lot On Plan Cost Type (m2) (Current $) (Current $) Coomera-Cedar Community Brown Cow City Wide 2200 Earthworks 1rp48903 $87,747 $0 Creek Facility Community Facility Coomera-Cedar Upper Coomera District Park City Wide 50000 Embellish for Sport 2rp187910 $0 $2,425,689 Creek Sports Park Coomera-Cedar District Park Viney Park City Wide 0 Embellish for Sport 1sp126136 $0 $89,000 Creek Gold Coast (C) Bal District Park Brien Harris Oval City Wide 0 Embellish for Sport 96sp105049 $0 $84,000 in BSD Helensvale District Park Rugby Park City Wide 0 Embellish for Sport 989rp220449 $0 $2,153,906 Hope Island Sports Hope Island District Park City Wide 0 Embellish for Sport 124rp79932 $0 $3,280,000 Park Main Beach- Foreshore Federation Walk Embellish for Outdoor City Wide 0 2sp104014 $0 $5,000,000 Broadwater Reserve Coastal Reserve Recreation Mudgeeraba District Park Sid Bigg Park City Wide 0 Embellish for Sport 392wd5158 $0 $1,000,000 Construct Boardwalks Oxenford District Park Russell Hinze Park City Wide 0 284wd4475 $0 $960,000 Around Pond Community Southport New Southport City Wide 1000 Space in a Building 6sp123103 $116,085 $0 Centre Community Facility Foreshore Surfers Paradise Surfers Paradise City Wide 0 Embellish as Linkage 388wd4837 $0 $4,827,000 Reserve Esplanade 2014 Beenleigh District Park Bill Norris Oval City Wide 0 Embellish for Sport 13rp176530 $0 $8,000 Beenleigh District Park Bill Norris Oval City Wide 0 Embellish for Sport 13rp176530 $0 $71,000 GC Regional Embellish In Accordance Benowa City Park Botanical Gardens City Wide 0 502wd4380 $0 $2,000,000 With Master Plan Stage 2c Coomera-Cedar Community Bridal Trail City Wide 5000 3sp165374 $199,425 $0 Creek Facility Community Centre Coomera-Cedar Coomera Sports District Park City Wide 2200 Embellish for Sport 2cp816503 $0 $2,600,000 Creek Park Stage 3 Edens Landing- Local Park Teys Road Park Local 14000 Embellish for Recreation 10rp106788 $451,710 $222,880 Holmview Gold Coast (C) Bal Eggersdorf Road Local Park Local 10000 Embellish for Recreation 2rp129468 $360,750 $294,202 in BSD South Park Gold Coast (C) Bal Local Park Local Park Local 14400 Embellish for Recreation 161sp125785 $519,480 $222,880 in BSD Gold Coast (C) Bal Local Park Local Park Local 4200 Embellished for Recreation 110w3112 $151,515 $1,148,443 in BSD Gold Coast (C) Bal Local Park Local Park Option Local 10000 Embellished for Recreation 2rp121176 $360,750 $1,148,443 in BSD Guanaba- Arundel Sports District Park City Wide 100000 Embellish for Sport 18rp868223 $1,994,250 $1,178,906 Currumbin Valley Park Hope Island Hope Island Linkage Local 31102 Embellish as Linkage 111sp168249 $14,617,940 $1,177,000 Northern Spine Foreshore Labrador Quota Park City Wide 0 Embellish for Recreation 9wd811071 $0 $460,000 Reserve Labrador Local Park Hilltop Park Local 2464 Embellish for Recreation 3rp88021 $1,050,000 $294,202 Labrador Local Recreation Proud Street Park Local 1000 Embellish for Recreation 18rp93187 $780,000 $294,202 Hinterland Regional Embellish for Recreation Mudgeeraba City Park City Wide 0 3rp92347 $0 $825,000 Park Stage 2 Nerang Linkage Hurst Family Park Local 0 Embellish for Recreation 905rp228833 $0 $294,202 Southport District Park Owen Park City Wide 0 Embellish for Sport 26rp844053 $0 $330,000 Embellish for Recreation Southport Local Park Woodroffe Park Local 0 3cp884105 $0 $2,362,756 (Incl. Athol Patterson Park) Community Skenner Surfers Paradise City Wide 500 Space in a Building 4rp50080 $1,334,393 $0 Centre Community Centre 2015 Coomera-Cedar Local Park Gainsborough Park Local 5000 Embellish for Recreation 2rp803861 $199,425 $222,880 Creek Coomera-Cedar Local Park Jeremy Hall Park Local 10000 Embellish for Recreation 4sp154630 $398,850 $222,880 Creek Coomera-Cedar Local Park Nathan Bailey Park Local 10000 Embellish for Recreation 4sp154630 $398,850 $222,880 Creek Coomera-Cedar Old Coach Road Linkage Local 17461 Embellish as Linkage 996sp165384 $696,432 $200,000 Creek Rec Spine Reserve Road Coomera-Cedar Linkage West Recreation Local 10678 Embellish as Linkage 54rp162858 $425,892 $220,000 Creek Spine Gold Coast (C) Bal District Park Prairie Reserve City Wide 0 Establish for Sport 479wd4370 $0 $3,300,039 in BSD Gold Coast (C) Bal District Park Prairie Reserve City Wide 0 Establish for Sport 479wd4370 $0 $3,300,039 in BSD Community Hope Island Hope Island City Wide 5000 Earthworks 126rp79932 $1,056,675 $0 Facility Community Facility Hope Island Hope Island Linkage Local 26200 Embellish as Linkage 88rp902260 $12,314,000 $650,000 Central Circuit Hope Island Hope Island Local Park Local 10000 Embellish for Recreation 213rp80019 $4,700,000 $294,202 Central Park

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Embellishment Infrastructure Area Land Cost SLA Name Classification Works Lot On Plan Cost Type (m2) (Current $) (Current $) Runaway Bay Runaway Bay City Park City Wide 0 Embellish for Sport 1sp126865 $0 $370,000 Sport Complex 3 Embellish Fields 1 & 2 for Southport District Park Owen Park City Wide 0 26rp844053 $0 $158,400 Sport Southport Local Park Carey Park Local 0 Embellish for Recreation 579wd6339 $0 $1,362,756 Surfers Central Surfers Paradise City Park City Wide 12000 Embellish for Recreation 1sp131446 $32,025,420 $630,000 Park Budds Beach Foreshore Embellish for Recreation As Surfers Paradise Reserve City Wide 0 219wd2851 $0 $1,500,000 Reserve Part Riverwalk (Riverwalk) 2016 Beenleigh City Park Dauth Park City Wide 0 Embellish for Sport 1sp149187 $0 $102,000 Beenleigh District Park Hammel Park City Wide 0 Embellishment for Sport 262cp890581 $0 $63,000 Tallegandra Road Beenleigh Local Park Local 10000 Embellish for Recreation 999rp891736 $360,750 $222,800 Park Guragunbah Sports Carrara-Merrimac District Park City Wide 0 Embellish for Sport 3rp812929 $0 $2,183,465 Park Coolangatta City Park Goodwin Park City Wide 0 Embellish for Recreation 153wd1807 $0 $8,000 Coomera-Cedar Community Reserve Road City Wide 2200 Earthworks 12rp15 $0 $0 Creek Centre Community Centre Coomera-Cedar Sandhurst Local Park Local 0 Embellish for Recreation 999sp164128 $0 $300,000 Creek Crescent Reserve Currumbin Hills Currumbin Waters District Park City Wide 0 Embellish for Sport 2sp143331 $0 $60,000 Park Merv Craig Sports Currumbin Waters District Park City Wide 0 Embellish for Sport 254wd5361 $0 $8,000 Complex Hinze Dam Guanaba- City Park Catchment City Wide 0 Embellish for Recreation 4sp164198 $0 $178,000 Currumbin Valley Numinbah In Accordance with Future Hope Island Local Park Sickle Park Local 0 216rp80019 $0 $151,594 Master Plan Main Beach- Foreshore South Stradbroke City Wide 0 Jetty 2 82sp119313 $0 $456,200 Broadwater Reserve Island Miami City Park Pizzey Park City Wide 0 Embellish for Sport Stage 3 1rp811097 $0 $325,000 Mt Warren Park Specialised Sport Noyer Park City Wide 0 Embellish for Sport 40rp212138 $0 $68,000 Southport District Park James Overell Park City Wide 0 Embellish for Sport 554wd3901 $0 $5,000 Athol Paterson Southport Local Park Local 0 Embellish for Recreation 11sp131659 $0 $1,362,756 Park 2017 Community Edens Landing Bethania-Waterford City Wide 4000 Earthworks 2gtp1656 $113,820 $0 Centre Community Facility Coolangatta District Park Len Peak Oval City Wide 0 Embellish for Sport 1c28541 $0 $90,000 Coomera-Cedar Local Park Sam Hughs Park Local 22214 Embellish for Recreation 171rp170753 $886,005 $1,148,443 Creek Edens Landing- Tallagandra Road Local Park Local 10000 Embellish for Recreation 6rp109012 $322,650 $222,880 Holmview Park Gold Coast (C) Bal Jacobs Ridge Local Local Park Local 5719 Embellish for Recreation 901sp167611 $206,313 $1,148,443 in BSD Park Gold Coast (C) Bal Local Park Local Park Local 10000 Embellish for Recreation 110w3112 $360,750 $1,148,443 in BSD Gold Coast (C) Bal Local Park Option Local 13117 Embellished for Recreation 34rp121935 $473,196 $1,148,443 in BSD Oyster Linkage Hope Island Linkage Park Local 20450 Embellish as Linkage 308rp81555 $4,321,801 $328,800 Park Labrador District Park Cook Murphy Oval City Wide 0 Embellish for Sport 270sp138886 $0 $130,000 Mt Warren Park Local Park Mt Warren Oval Local 0 Embellish for Recreation 996rp813562 $0 $500,000 Community Alexandera Nerang City Wide 2200 Earthworks 6sp131457 $96,129 $0 Centre Community Centre Community Kopps Road Oxenford City Wide 2200 Earthworks 2sp114768 $96,129 $0 Centre Community Centre 2018 Sir Bruce Small Benowa City Park City Wide 0 Embellish for Sport 364cp866587 $0 $98,000 Park Bethania-Waterford Local Park Radke Road Park Local 15000 Embellish for Recreation 4sp159927 $426,825 $222,880 Coomera-Cedar Community Coomera East City Wide 2200 Earthworks 24sp174768 $87,747 $0 Creek Centre Community Facility Coomera-Cedar Community Otmoor Community City Wide 2200 Earthworks 10rp811067 $87,747 $0 Creek Facility Centre Coomera-Cedar Otmoor Sports District Park City Wide 100000 Embellish for Sport 10rp811067 $3,988,500 $2,500,033 Creek Park Coomera-Cedar Reserve Road East Linkage Local 11957 Embellish as Linkage 37rp162862 $476,905 $222,880 Creek Recreation Spine Coomera-Cedar Local Park Gill Park Local 15000 Embellish for Recreation 10rp811067 $598,275 $222,880 Creek Coomera-Cedar Local Park Jacobs Park Local 15000 Embellish for Recreation 10rp811067 $598,275 $222,880 Creek

Ver.1.2 Infrastructure Charges Schedule 93 of 256

Embellishment Infrastructure Area Land Cost SLA Name Classification Works Lot On Plan Cost Type (m2) (Current $) (Current $) Coomera-Cedar Local Park Pascoe Park Local 15000 Embellish for Recreation 10rp811067 $598,275 $222,880 Creek Currumbin Wetland Reserve Lions Reserve City Wide 0 Embellish as Linkage 11sp141081 $0 $250,050 Gold Coast (C) Bal Community Calypso City Wide 5000 Earthworks 21rp847582 $180,375 $0 in BSD Centre Community Centre Hope Island Hope Island Linkage Local 35252 Embellish as Linkage 134sp168251 $16,568,440 $855,000 Southern Spine Bromley Linkage Palm Beach Local Park Local 766 43rp107109 $118,106 $0 Park Beree Badalla Embellish for Outdoor Palm Beach Wetland Reserve City Wide 0 261wd5078 $0 $250,050 Reserve Recreation Community Anzac Community Southport City Wide 1000 Space in a Building 1rp810241 $116,085 $0 Centre Centre Southport District Park Owen Park City Wide 0 Embellish for Sport 102sp149983 $0 $92,000 Windaroo- Foreshore Carter Park Local 0 Embellish for Recreation 166cp816529 $0 $250,455 Bannockburn Reserve 2019 Ashmore Village Ashmore District Park City Wide 0 Embellish for Sport 309wd5956 $0 $70,000 Park Broadbeach Community Pacific Fair City Wide 1000 Space in a Building 13rp866294 $192,285 $0 Waters Centre Community Centre Gladys Moncrieff Bundall Local Park Local 0 Embellish for Recreation 274wd3971 $0 $550,000 Park Gold Coast (C) Bal Community Ormeau East Earthworks/Space In City Wide 0 5rp125047 $0 $0 in BSD Centre Community Facility Building Guanaba- Citywide Little Nerang Dam City Wide 0 Embellish for Recreation 100sp131744 $0 $0 Currumbin Valley Mallawa Drive Palm Beach District Park City Wide 0 Embellish 357sp141074 $0 $180,000 Sports Complex Mallawa Sports Palm Beach District Park City Wide 0 Embellish for Sport 357sp141074 $0 $2,500,033 Complex Benowa Road Southport District Park City Wide 0 Embellish for Sport 378wd811086 $0 $70,000 Reserve Surfers Paradise District Park Roma Park City Wide 0 Embellish for Sport 141rp93582 $0 $86,000 2020 Community Broadbeach Broadbeach City Wide 500 Earthworks 34b83830 $953,393 $0 Centre Community Centre Broadbeach School Broadbeach Foreshore Park City Wide 10000 Embellish for Recreation 34b83830 $26,437,500 $1,749,822 Park Coombabah Local Park Grassy Park Local 0 Embellish for Recreation 47rp97453 $0 $460,222 Coomera-Cedar Community Dixon Road City Wide 2200 Earthworks 3rp158762 $87,747 $0 Creek Centre Community Centre Coomera-Cedar Beattie Road District Park City Wide 100971 Establish for Recreation 50rp899479 $4,027,228 $222,880 Creek Canelands Coomera-Cedar Pimpama River Embellish for Outdoor District Park City Wide 0 2rp50178 $0 $2,000,000 Creek Conservation Area Recreation Gold Coast (C) Bal Community West Ormeau Earthworks/Space In City Wide 7081 64rp200040 $255,447 $0 in BSD Centre Community Centre Building Guanaba- Coplick-Schusters Linkage Local 2200 Embellish as Linkage 4sp145343 $87,747 $30,500 Currumbin Valley Connection Park Guanaba- Coplicks-Schusters Linkage Local 24000 Embellish as Linkage 5rp148506 $957,240 $102,500 Currumbin Valley Connection Park Labrador District Park Cook Murphy Oval City Wide 0 Embellish for Sport 270sp138886 $0 $90,000 Labrador District Park Keith Hunt Park City Wide 0 Embellishment 3cp911934 $0 $90,000 Herbertson Drive Nerang Local Park Local 0 Embellish for Recreation 331wd5326 $0 $122,000 Parklands Surfers Paradise District Park Lex Bell Oval City Wide 0 Embellish for Sport 513cp900743 $0 $60,000 2021 Coomera-Cedar Community Quarry Community City Wide 2200 Earthworks 2rp170960 $87,747 $0 Creek Centre Centre Helensvale Golf Embellish for Sport and Helensvale District Park City Wide 178990 16rp854397 $0 $1,148,442 Course Recreation Community Mal Burke Southport City Wide 1000 Earthworks 1rp156450 $0 $0 Centre Community Centre

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13.0 Implementation 13.1 Overview Total infrastructure contributions for a development application is the sum of: a) PIP infrastructure charges for the Water Supply Network, Wastewater Network, Transport Network, Stormwater Network and Recreation Facilities Networks; and b) any infrastructure requirements included as conditions on the assessment Decision Notice. Calculation of PIP infrastructure charges will generally be triggered by assessable development. Triggers include: Reconfiguring of Lot (ROL) Material Change of Use (MCU) Operational Works (OPW) Building Application (BA) any combination of these any other development Calculation of PIP infrastructure charges takes into account: a) the level of infrastructure demand; b) any infrastructure credits for the development site; c) rebates, if applicable; and d) the applicable charge areas (and therefore charge rates) for the development site. Refer to Clause 14.0 How to Calculate Infrastructure Charges for a Development Application for further details. 13.2 Different Development Application Types 13.2.1 Reconfiguring of Lot (ROL) In most cases, ROL applications will have the infrastructure demand assessed as either the GCCC Planned Demand, or the Proposed Application demand, whichever is the greater. However, in the following Special Cases, the assessment of PIP infrastructure charges for an ROL application are treated differently (refer to 14.1.1 Reconfiguring Of Lot (ROL) Application for further information): a) creating Park Living Lots/ Large Residential Lots; or b) creating Management Lots; or c) creating Non-Residential development lots. 13.2.2 Material Change of Use (MCU) MCU Applications will have the infrastructure demand assessed as either the GCCC Planned Demand, or the Proposed Application demand, whichever is the greater, except in the following Special Case: MCUs relating to part of an existing building or structure(s) For MCUs which relate to only part of an existing building or structure, PIP infrastructure charges will be assessed on the basis of the Proposed Application Demand only (ie. not compared with the GCCC Planned Demand). 13.2.3 Operational Works (OPW) OPW Applications may trigger the reassessment of infrastructure charges and any development offsets, if there are inconsistencies between the OPW and related approvals.

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13.2.4 Building Applications (BA) For Building Applications, infrastructure demand is assessed as the greater of the GCCC Planned Demand and the Proposed Application Demand except in the following special cases. BAs to build a Single Detached Dwelling The following BAs will not be assessed for infrastructure charges: a) building of a single detached dwelling on a Residential Lot in the Detached Dwelling Domain (RD1); b) building of a single detached dwelling on a Park Living lot; or c) replacement of a single detached dwelling with a single detached dwelling. BAs to Alter or Extend an Existing Building/ Structure Where a BA is made to alter or extend the following buildings, infrastructure charges will not be assessed: apartment attached dwellings and medium density detached dwellings detached dwelling family accommodation caretaker’s residence relocatable home Where Council considers excessive demand has been created from these developments, Council may issue an ICN (refer to 13.2.5 Other Development). For all other BAs to alter or extend an existing building or structure, infrastructure charges will be assessed on the basis of the Proposed Application Demand only (ie. not compared with the GCCC Planned Demand). 13.2.5 Other Development IPA allows for the issue of Infrastructure Charges Notices other than in relation to development applications. These situations will be determined on a case by case basis and will be based on the usage of the network by the premises or the capacity of the network allocated to the premises. 13.2.6 Staged Development In the case of development that is planned to be staged, Council will assess the infrastructure charges on the basis of the entire development proposed in the application. Charges will be levied for that portion of the development proposed in each stage. Council may, on receipt of the application for the final or subsequent stages of development, recover the balance of any infrastructure charges applicable to the GCCC Planned Demand or the Proposed Application demand, whichever is the greater.

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13.3 Calculation Steps Calculation of infrastructure charges varies for each network and for different types of development applications, but follows a common format as below: Step 1 Determine Assessable Demand Step 2 Deduct Credits to determine Chargeable Demand Step 3 Determine Charge Rate(s) Step 4 Determine Rebates Step 5 Calculate Infrastructure Charges 13.3.1 Determining Assessable Demand Assessable Demand is used as the basis for infrastructure charging and represents the demand for trunk infrastructure relating to a development. The Assessable Demand will be the GCCC Planned Demand for the size and location of the development site unless the demand arising from the Proposed Application is higher, in which case the Proposed Application demand will be used. In cases where there is a site-specific constraint (other than two-dimensional physical site constraints relevant to determining the Net Developable Area) Council may agree to adjust the GCCC Planned Demand for this calculation step. Examples of this would be where GCCC Planned Density for the site cannot be achieved due to height-related provisions such as overshadowing or car parking. However, Council would not agree to this adjustment where an applicant simply chooses one form of development over another because of personal, market or economic reasons. Table 2-55 GCCC Planned Demand Per Hectare1 – Domains should be used for all sites not located within a Local Area Plan (LAP) or Emerging Communities Domain Structure Plan. For sites located within LAPs or the Emerging Communities Domain Structure Plans, refer to Table 2-58 and Table 2-59, respectively, in Appendix A. Table 2-55 GCCC Planned Demand Per Hectare1 – Domains

Constraint/ Density Network Planned Demand Code/ Size Density Domain Recreation Water Supply Wastewater Transport Stormwater (Net Developable Code Facilities (ET/Ha) (ET/Ha) (Trip End/Ha) (IMP Fract/Ha) Area) (ET/Ha) OM5 constraint = Minimum Lot 2 RD1 10 10 65 0.65 10 Detached size 1000m Dwelling – where OM5 constraint = Minimum Lot Overlay Map 2 RD1 5 5 33 0.2 5 OM5 – Minimum size 2000m Lot Size applies OM5 constraint = Minimum Lot 2 RD1 2.5 2.5 8 0.2 1.25 size 4000m

Size (NDA) of existing Site to 2 RD1 20 20 130 0.65 20 be developed: Up to 500m

Size (NDA) of existing Site to RD1 16 16 104 0.65 16 be developed: 501m2 – 799m2

Size (NDA) of existing Site to Detached be developed: 800m2 – RD1 16 16 104 0.65 16 Dwelling – All 1199m2 Other Size (NDA) of existing Site to be developed: 1200m2 – RD1 18 18 117 0.65 18 2399m2

Size (NDA) of existing Site to be developed: Greater than RD1 20 20 130 0.65 20 2400m2

Park Living 3 Not serviced 8 0.2 1.25

RD2 20.79 20.79 150 0.9 33

RD3 25.2 25.2 160 0.9 40

RD4 31.5 31.5 200 0.9 50 Residential Choice RD52 55 55 400 0.9 100

RD62 82.5 82.5 600 0.9 150

RD72 110 110 800 0.9 200

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 97 of 256

RD52 60 60 400 0.9 100

2 Tourist and Residential RD6 90 90 600 0.9 150 RD72 120 120 800 0.9 200

RD8/ 231 231 1540 0.9 385 RDX2

Size (NDA) of existing Site to be RD1 16 16 130 0.65 20 Developed: Up to 500m2

Size (NDA) of existing Site to be RD1 16 16 104 0.65 16 Developed: 501m2 – 799m2

Size (NDA) of existing Site to be Village (Mixed Use) RD1 16 16 104 0.65 16 Developed: 800m2 – 1199m2

Size (NDA) of existing Site to be RD1 16 16 117 0.65 18 Developed: 1200m2 – 2399m2

Size (NDA) of existing Site to be RD1 16 16 130 0.65 20 Developed: Greater than 2400m2

RD5 55 55 1950 0.9 40 Integrated Business Uncoded 32 32 1950 0.9 40

Uncoded 20 20 1625 0.9 25

RD2 20.79 20.79 1625 0.9 25

Local Business RD3 25.2 25.2 1625 0.9 25

RD5 55 55 1625 0.9 25

RD6 82.5 82.5 1625 0.9 25

Uncoded 20 20 1625 0.9 30

RD2 20.79 20.79 1625 0.9 30 Fringe Business RD3 25.2 25.2 1625 0.9 30

RD5 55 55 1625 0.9 30

Industrial 1 16 16 195 0.9 3

Industrial 2 16 16 195 0.9 3

Extractive Industry 10 Not serviced 163 0.1 3

Marine Industry 10 10 163 0.9 14

Community Purpose 15 15 0 0.5 0

Public Open Space 0.3 0.01 0 0 0

Private Open Space 20 20 16 0.2 2.5

Rural Not serviced Not serviced 0 0 0

Designated Development 25 25 0 0 0

Conservation Not serviced Not serviced 0 0 0

LAP and Structure Plans Refer Appendix A Notes: 1 A reference to dwellings per hectare in this table also means lots per hectare. 2 For the purposes of planning under the PIP, a dwelling in the RD5 to RDX density code is assumed to have two bedrooms.

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Proposed Application Demand conversion rates are determined for each network using Table 2-56 Proposed Application Demand Conversion Rates. Table 2-56 Proposed Application Demand Conversion Rates

Network Proposed Application Demand Conversion Rates

Water Supply Demand conversion rates are shown in: Table 2-14 Typical Water Supply Demand Generation Rates for Development Types, and Table 2-15 Interim Demands for Reconfiguring Park Living, Non-Residential & Management Lots

Sewerage Demand conversion rates are shown in: Table 2-29 Typical Water Supply Demand Generation Rates for Development Types, and Table 2-30 Interim Demands for Reconfiguring Park Living, Non-Residential & Management Lots

Transport Demand conversion rates are shown in: Table 2-37 Trip Ends for Reconfiguring of Lot (ROL) Table 2-38 Typical Weekday Traffic Generation Rates

Stormwater Proposed Application Demand is the Total Impervious Area proposed in the Development Application

Recreation Facilities Demand conversion rates are shown in Table 2-51 SDU Conversion Rates for Different Development Types

13.3.2 Determining Infrastructure Credits An infrastructure credit may be recognised for the amount of actual or imputed infrastructure contributions arising from: a) previous payments made under a Policy or PIP; or b) existing Lawful Use Rights. Each network may specify the conditions concerning the recognition of infrastructure credits for that network. No imputed credit will be applied where existing lawful use rights apply to a site but the use has not been established. The only exception to this will be in relation to residential lots on which no dwelling has been constructed, in which case a credit of equivalent to one detached dwelling (eg. 6.5 trip ends, 1 ET) will be allowed. Credits are expressed in the same units as Assessable Demand for the network. Once any credits are determined, these are deducted from the Assessable Demand for the network that are calculated in Clause 14 Step 1, to arrive at Chargeable Demand. 13.3.3 Determining Calculation Rates (Charge Rates and Rebates) One or more Charge Rates may apply for a network’s infrastructure. The charge rates relate to the particular charge area in which the development site is located and are shown in the ICS for each network. Charges quoted in the PIP are as at June 2005 and will be indexed to date of charge payment, using relevant indices. Administration on-costs of 1.5% will be included in charge rates. Rebates for some networks may apply to qualifying Not-For-Profit Community Groups. A request for rebate must be made at the time the development application is submitted. A Not-For-Profit Community Group will provide evidence of its not for profit and incorporated/ registered status. This shall include providing Council with a copy of its relevant constitution or governing documents and registration number under the Associations Incorporation Act 1981 or the Collections Act 1966 as appropriate. Council will rebate infrastructure charges for complying Not-For-Profit Community Groups in accordance with Table 2-57.

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 99 of 256

Table 2-57 Rebates for Not-For-Profit Community Groups

Category 1 – 100% Rebate for the Water Supply, Wastewater, Transport and Stormwater Networks

Aboriginal organisations scouts and guides child care centres welfare organisations crèche/ kindergartens community groups cultural organisations sporting and recreational senior citizens clubs charitable organisations organisations except those that youth organisations environmental organisations hold either a gaming and/or full community halls/ centres liquor licence. youth recreation camps surf life saving clubs and Currumbin Wildlife Sanctuary rescue organisations Category 2 – 50% Rebate for the Water Supply, Wastewater, Transport and Stormwater Networks

religious nursing homes/ religious aged persons homes schools registered with the Queensland Department of Education churches/ church Halls

Where Council has agreed to grant a rebate, the requisite infrastructure charges for the Water Supply Network, Wastewater Network, Stormwater Network and for the Local Government Roads component of the Transport Network will be paid by Council from general revenue. In this way the ability of the infrastructure charges to fund the capital expenditure program is maintained.

13.3.4 Calculating Infrastructure Charges To calculate each network infrastructure charge, calculate as follows:

Network Chargeable Demand X Network Charge Rate = Network Infrastructure Charge

Total each infrastructure charge to arrive at the Total Infrastructure Charge.

13.4 Conditions for Necessary Trunk Infrastructure and for Additional Trunk Infrastructure Costs The IPA permits Council to: a) impose conditions on development approvals requiring an applicant to supply trunk infrastructure identified in a Priority Infrastructure Plan in certain circumstances (IPA section 5.1.24); and b) to impose a condition on a development approval requiring the payment of additional trunk infrastructure costs in certain circumstances (IPA section 5.1.25). The circumstances in which Council may impose conditions requiring an applicant to supply trunk infrastructure are: a) where existing trunk infrastructure necessary to service the premises is not adequate and trunk infrastructure adequate to service the premises is identified in the Priority Infrastructure Plan; or b) where trunk infrastructure to service the premises is necessary, but is not yet available and is identified in the Priority Infrastructure Plan; or c) where trunk infrastructure identified in the Priority Infrastructure Plan is located on the premises. If the infrastructure to be supplied by an applicant in this way services or is planned to service other premises (apart from the applicant’s premises) and the amount of the value of the infrastructure is more than the amount of the value of the charge for the network for the premises, then an applicant will not have to pay an infrastructure charge for the network, and will be entitled to a refund from Council, on terms to be agreed with Council, for the proportion of the establishment cost of the infrastructure supplied by the applicant that can reasonably be apportioned to the other users’ premises.

100 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan Ver.1.2 2010

Council can impose a condition on a development approval requiring additional trunk infrastructure costs only if: a) the development: i) is inconsistent with the assumptions about the type, scale, location or timing of future development stated in the Priority Infrastructure Plan; or ii) for premises completely or partly outside the Priority Infrastructure Area; and b) the development would impose additional trunk infrastructure costs on Council after taking into account either or both of the following: i) infrastructure charges levied for the development; or ii) trunk infrastructure supplied or to be supplied by an applicant under Divisions 4-6 of Chapter 5 of Part 1 of the IPA. 13.5 Methods of Imposing Infrastructure Charges and Conditions Infrastructure charges and conditions may be imposed through the following means or combination thereof: a) an infrastructure charge levied under an Infrastructure Charges Notice (ICN); b) land in fee simple required by a Land Notice pursuant to S 5.1.12(2) of IPA; and/or c) infrastructure related development approval conditions. 13.5.1 Infrastructure Charges Notice The Infrastructure Charges Notice (ICN) states the amount of the infrastructure charges payable for each network, for a particular development application. The contents of an ICN may be modified through the establishment of an Infrastructure Agreement (IA) see Subclause 13.6.2 Methods of Paying Infrastructure Charges. An IA may vary the amount, the timing or the form of payment. For example, the form of payment may be varied to allow supply of works or land, in lieu of part or all of the charge. ICNs for ROL, MCU and OPW applications are issued to the applicant at the same time as the Development Assessment Decision Notice. ICNs for Building Applications (which are assessed by private certifiers) are issued within 10 business days after GCCC receives a copy of the approval. The ICN will be sent to the applicant (according to IPA s5.1.8) with a copy being sent to the owner according to the title on which the application is being made (if the owner is not the applicant). Areas subject to specific legislation, such as Robina (The Robina Land Act), impose charges other than those shown in the Infrastructure Charges Schedules. Infrastructure Charges Notices (ICN) will therefore not be generated for these areas. For areas covered by the PIP, but outside the PIA, an ICN will be issued and Council may elect to also condition the approval of the development application to pay additional trunk infrastructure costs or to provide necessary trunk infrastructure. 13.5.2 Land Notice For development infrastructure that is land, a Land Notice may be given in addition to, or instead of an Infrastructure Charges Notice to ensure that land is available at an appropriate time to supply infrastructure. 13.5.3 Infrastructure Conditions In addition to infrastructure charges under an ICS, Council may also impose Infrastructure Conditions on a Development approval as follows: a) a condition requiring the payment of additional trunk infrastructure costs pursuant to s5.1.25 of IPA b) a condition requiring the construction of necessary trunk infrastructure pursuant to s5.1.24 of IPA.

Ver.1.2 Infrastructure Charges Schedule 101 of 256

13.6 Paying Infrastructure Charges 13.6.1 Timing of Payments The amount of infrastructure charges shown on the ICN must be paid in accordance with Section 5.1.9 of IPA as follows: a) ROL – before GCCC approves the plan of subdivision; or b) BA – before the certificate of classification for the building work is issued; or c) MCU – before the change happens; or d) if a), b) and c) do not apply, as stated in the ICN. 13.6.2 Methods of Paying Infrastructure Charges Monetary Payments Monetary payments details in Infrastructure Charges Notices can be paid by cash or cheque at GCCC Bundall or Nerang offices. Infrastructure Agreements Infrastructure Agreements (IA) are a mechanism that allows an applicant and Council to agree to vary certain obligations required pursuant to IPA and the PIP. Council may consider entering into an IA in certain situations, for example to: a) vary the amount, the timing or the form of payment of an ICN. Eg. to allow the applicant to supply works or land in lieu of part or all of the charge; and b) provide the terms on which a refund would be provided. Development Offsets A development may be conditioned or agreement reached (an Infrastructure Agreement) to supply certain items of trunk infrastructure as part of a development. In such instances, the value of that infrastructure identified in Clause 5.0 Plans For Trunk Infrastructure (PFTI), less the amount of any contingencies, will be offset against the infrastructure charge for the relevant network. The value of certain works or land (dedicated in fee simple), may be offset against the assessed infrastructure charge where an agreement is reached between the applicant and Council. 13.6.3 Refunds of Existing Infrastructure Credits Where an existing infrastructure credit is recognised in accordance with Subclause 13.3.2, Council will not refund the credit or a portion of the credit except where: The credit is due to a previous payment made under a Policy or PIP, and The development permit has been cancelled by Council at the owners request or the permit has expired, and No development has commenced. Where a credit is refunded, it will be for the amount originally paid and will not include interest.

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14.0 How to Calculate Infrastructure Charges for a Development Application This section provides a step-by-step guide to calculating infrastructure charges for the Water Supply Network, Wastewater Network, Transport Network, Stormwater Network and Recreation Facilities Network. The following steps are used to calculate the infrastructure charges for a development application: Step 1 Determine Assessable Demand Step 2 Deduct Credits to determine Chargeable Demand Step 3 Determine Charge Rate(s) Step 4 Determine Rebates Step 5 Calculate Infrastructure Charges. 14.1 Step 1 Determine Assessable Demand 14.1.1 Reconfiguring Of Lot (ROL) Application Except in the circumstances explained in Special Case ROLs below, the Assessable Demand is the higher of ‘GCCC Planned’ and ‘Proposed Application’ demand. Determine GCCC Planned Demand

GCCC Planned Demand/Ha Network Calculation Area GCCC Planned Demand from Table 2-55

ETs per Ha for the Water Supply Net Developable Area X = ______ETs1 Domain

ETs per Ha for the Wastewater Net Developable Area X = ______ETs1 Domain

Trip ends per Ha for the Transport Net Developable Area X = ______trip ends Domain

Developable Area (Excluding any Fraction Impervious for Stormwater X = ______imp ha Developable Area covered the Domain by Special Case ROLs – Large Lots calculation)

Recreation ETs per Ha for the Net Developable Area X = ______ETs1 Facilities Domain

Determine Proposed Application Demand

Proposed Application Network Demand Measure Demand

Water Supply 1 ET X Number of proposed lots ______ETs

Wastewater 1 ET X Number of proposed lots ______ETs

Trip ends per lot from Transport X Number of Lots = ______trip ends Table 2-37

Developable Area (Excluding any Fraction Impervious for Stormwater Developable Area covered X the Domain = ______imp ha by Special Case ROLs – from Table 2-55 Large Lots calculation)

Number of Recreation Development Units for Conversion Rates X = ______ETs1 Facilities each Development from Table 2-51 Type from Table 2-51

Note 1: Round down the resulting ETs to whole numbers.

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 103 of 256

Where the Proposed Application Demand is lower than the GCCC Planned Demand the developer may apply to Council for a relaxation of GCCC Planned Demand provided that site constraints justify the relaxation. If site constraints cannot be justified Council will apply GCCC Planned Demand in the calculation. Note: For Mixed Use, add together the Demand from all Development Types. Determine Assessable Demand

Assessable Demand = Greater of GCCC Planned Demand or Assessable Demand Proposed Application Demand (above)

Water Supply Network Assessable Demand ______ETs

Wastewater Network Assessable Demand ______ETs

Transport Network Assessable Demand ______trip ends

Stormwater Network Assessable Demand ______imp ha

Recreation Facilities Network Assessable Demand ______ETs

Special Case ROLs Note: Special Case ROL calculation only applies to those lots that meet the criteria specified below. For all other lots, Assessable Demand is to be determined using the standard ROL calculation.

Water Supply Network ROL Applications creating Park Living, or Management Lots, or Non-Residential Lots, use the Proposed Application Demand as the Assessable Demand. Wastewater Network ROL Applications creating Park Living, or Management Lots, or Non-Residential Lots, use the Proposed Application Demand as the Assessable Demand. Transport Network ROL Applications creating Park Living, or Management Lots, or Non-Residential Lots, use the Proposed Application Demand as the Assessable Demand. Stormwater Network ROL Applications creating Park Living Lots or Large Residential Lots (larger than 0.1 Ha), the Assessable Demand for the proposed large lots is capped at 0.0650 Ha (650m2 impervious area) per Lot. Recreation Facilities Network ROL Applications creating Park Living or Non-Residential Lots, the Assessable Demand = 1 ET per Lot proposed in the Application.

104 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

14.1.2 Other Development Application Types Except in the circumstances explained in Special Case Other Applications below, the Assessable Demand is the higher of ‘GCCC Planned’ and ‘Proposed Application Demand’. Determine GCCC Planned Demand GCCC Planned Demand/Ha Network Calculation Area GCCC Planned Demand from Table 2-55 Water Supply Net Developable Area X ETs per Ha for the Domain = ______ETs1 Wastewater Net Developable Area X ETs per Ha for the Domain = ______ETs1 Trip ends per Ha for the Transport Net Developable Area X = ______trip ends Domain Fraction Impervious for the Stormwater Developable Area X = ______imp ha Domain Recreation Net Developable Area X ETs per Ha for the Domain = ______ETs1 Facilities

Note 1: Round down the resulting ETs to whole numbers for MCU applications with a Detached Dwelling use only. Determine Proposed Application Demand Proposed Application Network Demand Measure Demand Number of Development Units for each Development Type from Demand Equivalent ______Total ETs Water Supply Table 2-14 Typical X = Conversion Rate for all Development Types Water Supply Demand Generation Rates for Development Types Number of Development Units for each Development Type from Demand Equivalent ______Total ETs Wastewater Table 2-29 Typical X = Conversion Rate for all Development Types Wastewater Demand Generation Rates for Development Types No. of net new trip ends Number of Assessment per day for the applicable ______Total Transport Units for each Land Use X = Assessment Unit(s) from trip ends for all Land Uses Category from Table 2-38 Table 2-38 Stormwater Total Impervious Area proposed by the Application = ______imp ha Number of Development Recreation Units for each Conversion Rates ______Total ETs X = Facilities Development Type from from Table 2-51 for all Development Types Table 2-51

Note: For Mixed Use, add together the Demand for all Development Types in the application.

Assessable Demand = Greater of GCCC Planned Demand or Assessable Demand Proposed Application Demand (above)

Water Supply Network Assessable Demand ______ETs

Wastewater Network Assessable Demand ______ETs

Transport Network Assessable Demand ______trip ends

Stormwater Network Assessable Demand ______imp ha

Recreation Facilities Network Assessable Demand ______ETs

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 105 of 256

Special Case Other Applications MCUs Relating to Part of an Existing Building or Structure(s) For MCUs that relate to only part of an existing building or structure, use the Proposed Application Demand as the Assessable Demand (ie. not compared against GCCC Planned Demand). BAs to Build a Single Detached Dwelling The following BAs will not be assessed for infrastructure charges: a) building of a single detached dwelling on a Residential Lot in the Detached Dwelling Domain (RD1); b) building of a single detached dwelling on a Park Living lot; or c) replacement of a single detached dwelling with a single detached dwelling. BAs to Alter or Extend an Existing Building/ Structure Infrastructure charges will not be assessed where a BA is made to alter or extend the following buildings: apartment attached dwellings and medium density detached dwellings detached dwelling family accommodation caretaker’s residence relocatable homes Where Council considers excess demand has been created from these developments, Council may issue an ICN (refer to 13.2.5 Other Development). For all other BAs to alter or extend an existing building or structure, use the Proposed Application Demand as the Assessable Demand (ie. not compared against GCCC Planned Demand). 14.2 Step 2 Determine Chargeable Demand Water Supply Network Credits granted by Council may result from: a) previous Infrastructure Contributions for the Water Supply Network; b) existing Lawful Use Rights. Refer to Clause 8.11 of the Water Supply Infrastructure Charges Schedule for the conditions concerning the recognition of existing infrastructure credits for the water supply network. Wastewater Network Credits granted by Council may result from: a) previous Infrastructure Contributions for the Wastewater Network; b) existing Lawful Use Rights. Refer to Clause 9.11 of the Wastewater Infrastructure Charges Schedule for the conditions concerning the recognition of existing infrastructure credits for the wastewater network. Transport Network credits granted by Council may result from: a) previous payments for the Transport Network; b) existing Lawful Use Rights: i) Use established: Non-Residential lots – based on evidence provided by the applicant; Residential lots – 6.5 trip ends unless evidence provided by the applicant to support higher credit; ii) Use not established: a nominal credit of 6.5 trip ends per Residential Lot. Stormwater Network Credits granted by Council may result from: a) previous payments for the Stormwater Network; b) existing Lawful Use Rights based on: i) property data held by GCCC; ii) evidence provided by the applicant; 2 iii) a nominal credit of 0.03 Ha (300m ) impervious area for each existing lot.

106 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Recreation Facilities Network Credits granted by Council may result from: a) previous payments for the Recreation Facilities Network b) recreational facilities dedication c) existing Lawful Use Rights (Residential only): i) Use established: a nominal credit of 1 ET per each existing Residential Lot; or per evidence provided by the applicant; ii) Use not established: 1 ET per existing Residential Lot

Credits Credits

Water Supply Credits

Category 1 ______ETs

Category 2 ______ETs

Category 3 ______ETs

Wastewater Credits

Category 1 ______ETs

Category 2 ______ETs

Category 3 ______ETs

Transport Credits ______trip ends

Stormwater Credits ______imp ha

Recreation Facilities Credits ______ETs

Chargeable Demand = Assessable Demand minus Credits Chargeable Demand

Water Supply Network Chargeable Demand

Category 1 ______ETs

Category 2 ______ETs

Category 3 ______ETs

Wastewater Network Chargeable Demand

Category 1 ______ETs

Category 2 ______ETs

Category 3 ______ETs

Transport Network Chargeable Demand ______trip ends

Stormwater Network Chargeable Demand ______imp ha

Recreation Facilities Network Chargeable Demand ______ETs

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 107 of 256

14.3 Step 3 Determine Charge Rate(s) Determine Charge Rate(s) From the Charge Area Name determine the applicable Charge Rate(s) for the development.

Network Charge Area Name Charge Type Charge Rate(s)

$ ______per ET Water Supply Category 1 from Table 2-17 From Table 2-17 $ ______per ET Water Supply Water Supply Category 2 from Table 2-17 ______$ ______per ET Water Supply Category 3 from Table 2-17

$ ______per ET Wastewater Category 1 from Table 2-32 From Table 2-32 $ ______per ET Wastewater Wastewater Category 2 from Table 2-32 ______$ ______per ET Wastewater Category 3 from Table 2-32

$ ______per trip end From Table 2-39 and Table 2- Local Government Roads 40 from Table 2-39 Transport

$ ______per trip end State-Controlled Roads ______from Table 2-40

$ ______per imp ha Quantity From Table 2-43 from Table 2-43 Stormwater $ ______per imp ha ______Quality from Table 2-43

From Table 2-52 $ ______per ET Recreation Facilities Recreation Facilities from Table 2-52 ______

14.4 Step 4 Determine Rebates Rebates may apply for the Water Supply, Wastewater, Transport and Stormwater Networks for some Not-For-Profit Community Groups. Refer to Table 2-57 Rebates for Not-For-Profit Community Groups to determine whether rebates apply.

Rebate % from Table 2-57

Water Supply Rebate Rate %

Wastewater Rebate Rate %

Transport Network Rebate Rate %

Stormwater Network Rebate Rate %

108 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

14.5 Step 5 Calculate Infrastructure Charges Multiply the Chargeable Demand by the Charge Rate and deduct any rebates, if applicable, to determine the infrastructure charges for the development.

Chargeable Infrastructure Charge Less Infrastructure Network Charge Rate(s) Demand Before Rebates Rebate Charges

______X Category 1 $ = $ = $ ETs

Water ______Supply X Category 2 $ = $ = $ ETs

______X Category 3 $ = $ = $ ETs

______X Category 1 $ = $ = $ ETs

Wastewater ______X Category 2 $ = $ = $ ETs

______X Category 3 $ = $ = $ ETs

Local X Government $ = $ = $ ______Roads Transport trip ends State- X Controlled $ = $ = $ Roads

X Quantity $ = $ = $ Stormwater ______imp ha X Quality $ = $ = $

Recreation Recreation ______X $ = $ Facilities Facilities ETs

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 109 of 256

Appendix A – GCCC Planned Demand for Planning Scheme Local Area Plans & Structure Plans Table 2-58 Local Area Plans

Size (NDA) of Recreation LAP Precinct Density Water Supply Wastewater Transport Stormwater Existing Site to Facilities Precinct Name Code (ET/Ha) (ET/Ha) (Trip Ends/Ha) (Imp Fract/Ha) be Developed (ET/Ha)

Beenleigh Town Centre LAP

Precinct 1 City Heart RD6 82.5 82.5 600 0.9 150

Precinct 2 Beenleigh Central RD5 55 55 400 0.9 100

Precinct 3 Inner City South RD5 55 55 400 0.9 100

Precinct 4 Community Precinct 4a-4b 25 25 0 0.5 0

Precinct 5 Western Gateway RD5 55 55 400 0.9 100

Precinct 6 Inner City North RD5 55 55 400 0.9 100

Precinct 7 Parklands and Recreation 0.3 0.01 0 0 0

Precinct 8 Education 25 25 0 0.5 0

Precinct 9 River Gateway 0.3 0.01 0 0.2 0

Precinct 10 Southpoint RD1 15.75 15.75 65 0.65 10

Precinct 11 Town Centre Residential RD5 55 55 400 0.9 100

Precinct 12 Traditional Up to 500m2 RD1 20 20 130 0.65 20 Residential 501m2 – 799m2 RD1 16 16 104 0.65 16

800m2 – 1199m2 RD1 16 16 104 0.65 16

1200m2 – 2399m2 RD1 18 18 117 0.65 18

Greater than 2 RD1 20 20 130 0.65 20 2400m

Broadbeach LAP

Precinct 1 Central Mixed Use RD8 231 231 1540 0.9 385

Precinct 2 Residential RD6 90 90 600 0.9 150

RD7 120 120 800 0.9 200

Precinct 3 Highway Tourism RD5 60 60 400 0.9 100

RD6 90 90 600 0.9 150

RD7 120 120 800 0.9 200

Precinct 4 Pacific Fair RD7 120 120 800 0.9 200

Precinct 5 Jupiter's Casino In accordance with Jupiter’s Casino Agreement Act 1983

Precinct 6 Community Purposes 15 15 0 0.5 0

Precinct 7 Public Open Space 0.3 0.01 0 0 0

Precinct 8 Low Scale Office RD3 25.2 25.2 160 0.9 40

Precinct 9 Highway Business Unstated 20.79 20.79 130 0.65 20

RD3 25.2 25.2 160 0.9 40

Precinct 10 Light Industry 16 16 195 0.9 3

110 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Bundall Central LAP

Precinct 1 Commercial and Residential RD7 110 110 800 0.9 200

Precinct 2 Public Open Space 0.3 0.01 0 0 0

Bundall Equestrian LAP

Precinct 1 Gold Coast City Turf Club 55 55 40 0.65 10

Precinct 2 Equestrian Services 55 55 40 0.9 10

Burleigh LAP

Precinct 1 Burleigh Heads Commercial RD6 82.5 82.5 600 0.9 150 Core

Precinct 2 Burleigh Town Marketplace RD5 55 55 400 0.9 100

Precinct 3 Tourist and Residential RD5 55 55 400 0.9 100

RD7 120 120 800 0.9 200

Precinct 4 Fringe Business RD3 25.2 25.2 260 0.9 40

Precinct 5 Home Business RD2 33 33 150 0.9 33

Precinct 6 Public Open Space 0.3 0.01 0 0 0

Precinct 7 Community Facilities 33 33 0 0.5 0

Burleigh Ridge LAP

Precinct 1 Detached Dwelling LL1 16 16 104 0.65 16

Detached Up to 500m2 RD1 20 20 130 0.65 20 Dwelling 501m2 – 799m2 RD1 16 16 104 0.65 16

800m2 – 1199m2 RD1 16 16 104 0.65 16

1200m2 – 2399m2 RD1 18 18 117 0.65 18

Greater than RD1 20 20 130 0.65 20 2400m2

Detached Dwelling RD2 33 33 150 0.9 33

Precinct 2 Residential Choice RD2 20.79 20.79 150 0.9 33

RD5 55 55 400 0.9 100

RD6 82.5 82.5 600 0.9 150

Precinct 3 Environmental Public Open Space Not Serviced Not Serviced 0 0 0

Precinct 4 Community Facilities 15 15 0 0.5 0

Chevron Island LAP

Precinct 1 Commercial (a) D2 81.95 81.95 1625 0.9 149

Commercial (b) – (c) D2 81.95 81.95 596 0.9 149

Precinct 2 Inner Residential D1 55 55 400 0.9 100

Precinct 3 Waterfront Residential D1 55 55 236 0.9 59

Precinct 4 Open Space 0.3 0.01 0 0 0

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 111 of 256

Coolangatta LAP

Precinct 1 Coolangatta Centre RD6 90 90 600 0.9 150

RD7 120 120 800 0.9 200

RD8 231 231 1540 0.9 385

Precinct 2 Point Danger, Rainbow Bay, RD7 120 120 800 0.9 200 Greenmount Hill

Precinct 3 Open Space 0.3 0.01 0 0 0

Precinct 4 Medium Density Residential RD4 31.5 31.5 200 0.9 50

RD5 55 55 400 0.9 100

Precinct 5 Ridge Up to 500m2 RD1 20 20 130 0.65 20 Residential 501m2 – 799m2 RD1 16 16 104 0.65 16

800m2 – 1199m2 RD1 16 16 104 0.65 16

1200m2 – 2399m2 RD1 18 18 117 0.65 18

Greater than 2 RD1 20 20 130 0.65 20 2400m

Precinct 6 Kirra South RD3 25.2 25.2 160 0.9 40

RD4 31.5 31.5 200 0.9 50

Precinct 7 Kirra RD5 60 60 400 0.9 100

RD6 90 90 600 0.9 150

Precinct 8 Community Purposes 15 15 0.5 0 0

Local Service Area RD5 60 60 400 0.9 100

RD6 90 90 600 0.9 150

RD7 120 120 800 0.9 200

Industrial – Residential Transition Area RD5 25.2 25.2 400 0.9 100

Coomera LAP

Precinct 1 Coomera Up to 500m2 RD1 20 20 130 0.65 20 Residential 501m2 – 799m2 RD1 16 16 104 0.65 16

800m2 – 1199m2 RD1 16 16 104 0.65 16

1200m2 – 2399m2 RD1 18 18 117 0.65 18

Greater than 2 RD1 20 20 130 0.65 20 2400m

Coomera Residential RD2 20.79 20.79 150 0.9 33

RD3 25.2 25.2 160 0.9 40

Precinct 2 Local Centres RD1 15.75 15.75 163 0.65 25

Local Centres RD2 20.79 20.79 215 0.9 33

Local Centres RD3 25.2 25.2 260 0.9 40

Precinct 3 Marine Industry 10 10 163 0.9 14

Precinct 4 Fringe Business 20.79 20.79 1625 0.9 30

Precinct 5 Low Impact Industry 16 16 195 0.9 3

Precinct 6 Community Purposes 15 15 0 0.5 0

Precinct 7 Park Living 3 Not Serviced 8 0.2 1.25

112 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Precinct 8 Private Open Space 20 20 16 0.2 2.5

Precinct 9 Rural Living/Open Space Not Serviced Not Serviced 0 0 0

Precinct 10 Agriculture/Conservation Not Serviced Not Serviced 0 0 0

Coomera Town Centre LAP

Precinct 1 Town Centre Core 1(a) - 1(c) RD7 110 110 800 0.9 200

Precinct 2 Core Residential RD7 110 110 800 0.9 200

Precinct 3 Tourism and Recreation RD7 120 120 800 0.9 200

Precinct 4 Community Purposes (School) RD7 110 110 0 0.5 0

Precinct 5 Community Purposes (Medical) RD7 110 110 0 0.5 0

Precinct 6 Showroom/Commercial 6(a) - 6(b) 110 110 1625 0.9 40

Precinct 7 Light Industrial 16 16 195 0.9 3

Precinct 8 Frame Up to 500m2 RD1 20 20 130 0.65 20 Residential 501m2 – 799m2 RD1 16 16 104 0.65 16

800m2 – 1199m2 RD1 16 16 104 0.65 16

1200m2 – 2399m2 RD1 18 18 117 0.65 18

Greater than RD1 20 20 130 0.65 20 2400m2

Precinct 9 Open Space 0.3 0.01 0 0 0

Currumbin Hill LAP

Precinct 1 Detached Dwelling RDCH 12.5 12.5 48 0.65 12

Detached Up to 500m2 RD1 20 20 130 0.65 20 Dwelling 501m2 – 799m2 RD1 16 16 104 0.65 16

800m2 – 1199m2 RD1 16 16 104 0.65 16

1200m2 – 2399m2 RD1 18 18 117 0.65 18

Greater than RD1 20 20 130 0.65 20 2400m2

Precinct 2 Residential Choice RD4 31.5 31.5 200 0.9 50

RD5 55 55 400 0.9 100

Precinct 3 Local Business RD5 55 55 400 0.9 100

Precinct 4 Private Open Space 1 1 16 0.2 2.5

Precinct 5 Public Open Space 0.3 0.01 0 0 0

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 113 of 256

Eagleby LAP

Precinct 1 Low Density Up to 500m2 RD1 20 20 130 0.65 20 Residential 501m2 – 799m2 RD1 16 16 104 0.65 16

800m2 – 1199m2 RD1 16 16 104 0.65 16

1200m2 – 2399m2 RD1 18 18 117 0.65 18

Greater than RD1 20 20 130 0.65 20 2400m2

Low Density Residential LDR9/ 5 5 33 0.9 5 LL3

Precinct 2 Medium Density Residential RD4 31.5 31.5 200 0.9 50

Precinct 3 Community Purposes 15 15 0 0.5 0

Precinct 4 Public Open Space 0.3 0.01 0 0 0

Precinct 5 Town Centre Sub-Precincts (5a & 5c) 32 32 1625 0.9 25

Commercial and Economic Development (5b) 32 32 195 0.9 30

Precinct 6 Twin Rivers Greenbelt (6a) Not Serviced Not Serviced 0 0 0

Twin Rivers Greenbelt (6b) Not Serviced Not Serviced 163 0.1 3

Twin Rivers Greenbelt (6c) – (6e) Not Serviced Not Serviced 0 0 0

East Coomera/ Yawalpah LAP

Precinct 1 Tidal and Intertidal Areas Not Serviced Not Serviced 0 0 0

Precinct 2 Areas Fringing Tidal and Intertidal Areas Not Serviced Not Serviced 0 0 0

Precinct 3 High Terrestrial Conservation Significance Not Serviced Not Serviced 0 0 0 Areas

Precinct 4 Moderate Terrestrial Conservation Not Serviced Not Serviced 0 0 0 Significance Areas

Precinct 5 Rehabilitation Areas Not Serviced Not Serviced 0 0 0

Precinct 6 Sugar Cane Areas Not Serviced Not Serviced 0 0 0

Precinct 7 Preferred as Park Living Development 4 Not Serviced 8 0.2 1.25 Areas

Guragunbah LAP

Precinct 1 Residential – Rural Residential 3.75 Not Serviced 8 0.2 1.25

Precinct 2 Residential – Up to 500 m2 20 20 130 0.65 20 Low Medium Density 501 – 799 m2 16 16 104 0.65 16

800 – 1199 m2 16 16 104 0.65 16

1200 – 2399 m2 18 18 117 0.65 18

Greater than 2400 m2 20 20 130 0.65 20

Precinct 3 Mixed Residential/ Tourism Use 15.75 15.75 104 0.9 16

Precinct 4 Commercial Industry 16 16 195 0.9 3

Precinct 5 Local Commercial/ Community Facility 15 15 1625 0.9 25

Precinct 6 Tourism – Built Environment 15 15 800 0.9 200

Precinct 7 Tourism – Open Use 15 15 104 0.65 16

Precinct 8 School 15 15 0 0 0

114 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Precinct 9 Active/ Passive Recreation Not Serviced Not Serviced 0 0 0

Precinct 10 Passive Recreation Not Serviced Not Serviced 0 0 0

Precinct 11 Conservation Area Not Serviced Not Serviced 0 0 0

Precinct 12 Open Space Corridor Not Serviced Not Serviced 0 0 0

Helensvale Town Centre LAP

Precinct 1 Rail-Oriented Town Centre RD7 110 110 800 0.9 200

Precinct 2 Town Centre Residential RD6 82.5 82.5 600 0.9 150

Precinct 3 Frame Area RD7 110 110 800 0.9 200

Hope Island LAP

Precinct 1 Major Resorts In accordance with approved plan of development & Integrated Resort Development Act 1987 & Sanctuary Cove Resort Act 1985.

Precinct 2 Santa Barbara and Boykambil LL2 16 16 104 0.65 16 Villages

Precinct 3 South as Park Living Crescent LL1 3.75 Not Serviced 8 0.2 1.25 Avenue

Precinct 4 Hope Island Up to 500m2 RD1 25 25 130 0.65 20 Central 501m2 – 799m2 RD1 25 25 104 0.65 16

800m2 – 1199m2 RD1 25 25 104 0.65 16

1200m2 – 2399m2 RD1 25 25 117 0.65 18

Greater than 2 RD1 25 25 130 0.65 20 2400m

Precinct 5 Hope Harbour LL2 10 10 163 0.9 16

Precinct 6 Tourist and Retail (Oxenford-Southport and 16 16 1625 0.9 25 Broadwater Terrace)

Precinct 7 Caseys and Oxenford – RD3 25.2 25.2 160 0.9 40 Southport Roads

Mudgeeraba Village LAP

Precinct 1 Core Business RD5 55 55 400 0.9 100

Precinct 2 Traditional Up to 500m2 RD1 20 20 130 0.65 20 Village 501m2 – 799m2 RD1 16 16 104 0.65 16

800m2 – 1199m2 RD1 16 16 104 0.65 16

1200m2 – 2399m2 RD1 18 18 117 0.65 18

Greater than 2 RD1 20 20 130 0.65 20 2400m

Traditional Village RD3 25.2 25.2 160 0.9 40

RD5 55 55 400 0.9 100

Precinct 3 Community Purposes 15 15 0 0.5 0

Precinct 4 Residential Environs RD3 25.2 25.2 160 0.9 40

Precinct 5 Public Open Space 0.3 0.01 0 0 0

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 115 of 256

Nerang LAP

Precinct 1 Town Centre Up to 500m2 RD1 20 20 130 0.65 20 (North-West) Sub-Precinct 501m2 – 799m2 RD1 16 16 104 0.65 16 1 800m2 – 1199m2 RD1 16 16 104 0.65 16

1200m2 – 2399m2 RD1 18 18 117 0.65 18

Greater than RD1 20 20 130 0.65 20 2400m2

Town Centre (North-West) Sub- RD6 82.5 82.5 600 0.9 150 Precincts 2 – 4

Precinct 2 Town Centre (South-East) Sub- RD6 82.5 82.5 600 0.9 150 Precincts 1 – 4

Precinct 3 Gold Coast City Council Offices RD1 25 25 150 0.65 20 and Environs

Precinct 4 Railway SP1 and SP3 RD5 55 55 400 0.9 100

Railway Up to 500m2 RD1 20 20 130 0.65 20 SP4 501m2 – 799m2 RD1 16 16 104 0.65 16

800m2 – 1199m2 RD1 16 16 104 0.65 16

1200m2 – 2399m2 RD1 18 18 117 0.65 18

Greater than 2 RD1 20 20 130 0.65 20 2400m

Railway SP2 RD6 82.5 82.5 600 0.9 150

Precinct 5 Mixed Residential (SP1) RD4 31.5 31.5 200 0.9 50

RD5 55 55 400 0.9 100

Precinct 6 Riverfront RD4 31.5 31.5 200 0.9 50

Precinct 7 Open Space/ Recreation/ Community 0.3 0.01 0 0 0

Precinct 8 Industrial various 16 16 195 0.9 3

Precinct 9 Urban Up to 500m2 RD1 20 20 130 0.65 20 Residential 501m2 – 799m2 RD1 16 16 104 0.65 16

800m2 – 1199m2 RD1 16 16 104 0.65 16

1200m2 – 2399m2 RD1 18 18 117 0.65 18

Greater than RD1 20 20 130 0.65 20 2400m2

Urban Residential RD5 55 55 400 0.9 100

Precinct 10 Large Lot as Park Living LLRA 3 Not Serviced 8 0.2 1.25 Residential

Large Lot Residential-South of LLRB 5 5 33 0.4 5 Nerang Beaudesert Road

Precinct 11 Fringe Business 22 22 1625 0.9 30

116 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Oxenford LAP

Precinct 1 Tourism and Entertainment SU15 Site SU15 Site 200 0.9 200 Specific Specific

Precinct 2 Hillside Residential LL1 16 16 104 0.65 16

Precinct 3 Extractive Industries 10 Not Serviced 163 0.1 3

Precinct 4 Parkland Residential 3 Not Serviced 8 0.2 1.25

Precinct 5 Central Oxenford RD3 16 16 1625 0.9 40

Precinct 6 Riverside Up to 500m2 RD1 20 20 130 0.65 20 Residential Communities 501m2 – 799m2 RD1 16 16 104 0.65 16

800m2 – 1199m2 RD1 16 16 104 0.65 16

1200m2 – 2399m2 RD1 18 18 117 0.65 18

Greater than 2 RD1 20 20 130 0.65 20 2400m

Riverside Residential RD3 25.2 25.2 160 0.9 40 Communities

Precinct 7 Pacific Business Corridor 16 16 1625 0.9 25

Precinct 8 Oxenford Gateway RD3 16 16 160 0.9 40

Precinct 9 Public Open Space 0.3 0.01 0 0 0

Precinct 10 Community Purposes 15 15 0 0.5 0

Palm Beach LAP

Precinct 1 Central RD7 120 120 800 0.9 200

Precinct 2 Cypress Terrace RD6 90 90 600 0.9 150

Precinct 3 Palm Beach Avenue RD4 31.5 31.5 200 0.9 50

Precinct 4 Jefferson Lane RD7 120 120 800 0.9 200

Paradise Point LAP

Precinct 1 Local Retail Centre RD5 55 55 400 0.9 100

Precinct 2 Small Office Area RD5 55 55 400 0.9 100

Precinct 3 Multi-Unit Development RD5 55 55 400 0.9 100

In accordance with approved plan of development & Local Government (Robina Central Robina LAP Planning Agreement) Act 1992.

Southport LAP

Precinct 1 Retail RD8 231 231 1540 0.9 385

Precinct 2 Commerce and Administration RD7 120 120 800 0.9 200 (with four character areas)

Precinct 3 Short Street RD7 120 120 800 0.9 200

Precinct 4 Medical RD6 82.5 82.5 600 0.9 150

Precinct 5 Showroom S(a) RD6 82.5 82.5 600 0.9 150

Showroom S(b) RD2 20.79 20.79 215 0.9 33

Precinct 6 Trades T(a) – T(b) 16 16 195 0.9 3

Precinct 7 Foreshore 0.3 0.01 0 0 0

Precinct 8 Public Open Space 0.3 0.01 0 0 0

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 117 of 256

Precinct 9 Residential Up to 500m2 RD1 20 20 130 0.65 20

501m2 – 799m2 RD1 16 16 104 0.65 16

800m2 – 1199m2 RD1 16 16 104 0.65 16

1200m2 – 2399m2 RD1 18 18 117 0.65 18

Greater than RD1 20 20 130 0.65 20 2400m2

Residential – RC(a) RD2 20.79 20.79 150 0.9 33

Residential – RC(b) RD6 82.5 82.5 600 0.9 150

Residential – RC(c) RD2 20.79 20.79 132 0.9 33

RD6 82.5 82.5 600 0.9 150

Residential – RC(d) RD1 15.75 15.75 163 0.65 25

RD4 31.5 31.5 200 0.9 50

Residential – Up to 500m2 RD1 20 20 130 0.65 20 RC(e) 501m2 – 799m2 RD1 16 16 104 0.65 16

800m2 – 1199m2 RD1 16 16 104 0.65 16

1200m2 – 2399m2 RD1 18 18 117 0.65 18

Greater than 2 RD1 20 20 130 0.65 20 2400m

Residential – RC(f) RD4 31.5 31.5 200 0.9 50

RD5 55 55 400 0.9 100

Smith Street Development Area RD3 25.2 25.2 260 0.9 40

Precinct 10 Local Centres RD1 (and 15.75 15.75 163 0.65 25 unstated)

RD4 31.5 31.5 325 0.9 50

Precinct 11 Community Facilities 15 15 0 0.5 0

Precinct 12 Sundale RD6 90 90 600 0.9 150

South Stradbroke Island LAP Not Serviced Not Serviced 0 0 0

Springbrook LAP Not Serviced Not Serviced 0 0 0

Surfers Paradise LAP

Precinct 1 Entertainment SP1-SP3 RDX 231 231 1540 0.9 385

Precinct 2 High Rise Accommodation RD8 231 231 1540 0.9 385

RDX 231 231 1540 0.9 385

Precinct 3 Budds Beach RD2 20.79 20.79 150 0.9 33

Precinct 4 Peninsula RD5 60 60 400 0.9 100

Precinct 5 South West Tourism RD7 120 120 800 0.9 200

Precinct 6 Paradise Island RD5 60 60 400 0.9 100

Precinct 7 Public Open Space 0.3 0.01 0 0 0

118 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

The Spit (Gold Coast Harbour) LAP

Precinct 1 Phillip Park and Environs 0.3 0.01 0 0 0

Precinct 2 The Seaway Park 0.3 0.01 0 0 0

Precinct 3 Beach Front Park 0.3 0.01 0 0 0

Precinct 4 Sea World Drive Central 60 60 400 0.9 100

Precinct 5 Sea World 60 60 200 0.9 50

Precinct 6 Southport Boat Harbour 120 120 400 0.9 100

Uplands Drive Woodlands Way LAP

Precinct 1 Napper Road Precinct – Sewer 4 4 16 0.65 4

Napper Road Precinct – Not Sewered 1.5 Not Serviced 13 0.2 2

Precinct 2 Large Lot Residential Precinct – Sewer 4 4 16 0.65 4

Large Lot Residential Precinct – Not 1.5 Not Serviced 13 0.2 2 Sewered

West Burleigh Township LAP

Precinct 1 Township RD2 33 33 150 0.9 33

Precinct 2 Tallebudgera Creek and Environs 0.3 0.01 0 0 0

Yatala Enterprise Area LAP

Precinct 1 General Impact Business and Industry 16 16 195 0.9 3

Precinct 2 Low Impact Business and Industry 16 16 195 0.9 3

Precinct 4 Future Business and Industry 16 16 195 0.9 3

Precinct 5 Extractive Industry 10 Not Serviced 163 0.1 3

Precinct 6 Open Space 0.3 0.01 0 0 0

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 119 of 256

Table 2-59 Structure Plans

Transport Stormwater Recreation Water Supply Wastewater Precinct Description (Trip (Imp Facilities (ET/Ha) (ET/Ha) Ends/Ha) Fract/Ha) (ET/Ha)

Emerging Communities Beenleigh District Structure Plan

Precinct Residential 16 16 104 0.65 16

Park Living 3 Not Serviced 8 0.2 1.25

Local Business 16 16 1625 0.9 25

Meat Processing 16 16 195 0.9 3

Open Space/ 0.3 0.01 0 0 0 Conservation Ormeau Structure Plan

Precinct Residential 15 15 104 0.65 16

Rural Not Serviced Not Serviced 0 0 0

Open Space/ Buffer 0.3 0.01 0 0 0

Town Centre 40 40 1950 0.9 40

Conservation/ Not Serviced Not Serviced 0 0 0 Landscape Protection Upper Coomera Structure Plan

Precinct Residential 15 15 104 0.65 16

Park Living 3 Not Serviced 8 0.2 1.25

Rural Not Serviced Not Serviced 0 0 0

Conservation/ Not Serviced Not Serviced 0 0 0 Landscape Protection South Helensvale Structure Plan

Precinct Urban Residential 15 15 104 0.65 16

Open Space 0.3 0.01 0 0 0 Kopps Road Structure Plan

Precinct Urban Residential 10 10 65 0.65 10

Environmental Village 2 2 8 0.2 1.25

Park Living 3 Not Serviced 8 0.2 1.25

Conservation and 0.3 0.01 0 0 0 Recreation

Existing Open Space 0.3 0.01 0 0 0

Local Convenience – Retail and Activity 16 16 1625 0.9 25 Centre

120 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Transport Stormwater Recreation Water Supply Wastewater Precinct Description (Trip (Imp Facilities (ET/Ha) (ET/Ha) Ends/Ha) Fract/Ha) (ET/Ha) Gilston Structure Plan

Precinct Urban Development 16 16 104 0.65 16

Business Activity 16 16 1625 0.9 25

Rural Not Serviced Not Serviced 0 0 0

Existing Open Space 0.3 0.01 0 0 0

Open Space for Conservation and Not Serviced Not Serviced 0 0 0 Recreation

Preschool/ Primary 15 15 0 0 0 School Reedy Creek Structure Plan

Precinct Urban Residential 16 16 104 0.9 16

Low Density Urban 3 3 33 0.65 5 Residential

Park Living 3 Not Serviced 8 0.2 1.25

Rural Not Serviced Not Serviced 0 0 0

Proposed Open Space & Nature Not Serviced Not Serviced 0 0 0 Conservation

Community Purposes 15 15 0 0.5 0

Industry 16 16 195 0.9 3

Mudgeeraba Forest 7.5 7.5 8 0.2 1.25

Special Development 16 16 104 0.65 16 Area

Existing Open Space Not Serviced Not Serviced 0 0 0 & Nature Conservation Inner-Urban Break Structure Plan

Precinct Rural Not Serviced Not Serviced 0 0 0

Park Living 3 Not Serviced 8 0.2 1.25

Small Lot Rural 3 Not Serviced 8 0.2 1.25

Open Space/ 0.3 0.01 0 0 0 Landscape Protection

Low Key Commercial 20.79 20.79 150 0.9 33 Node

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 121 of 256

Appendix B – Planned Infrastructure for Water Supply and Wastewater Networks Table 2-60 Future Category 1 Potable Water Supply Infrastructure

Item Total Cost IC Cost Description Year % IC Identification 2005 $ 2005$

Water Distribution Mains Gaven to Helensvale Water Main - Inlet Main - OD960 - 1100m 2006 $ 2,622,830 100% $ 2,622,830 Gaven to Helensvale Water Main - Inlet Main - OD800- 500m 2006 $ 1,220,245 100% $ 1,220,245 Gaven to Helensvale Water Main - Outlet Main - OD800- 150 m 2006 $ 366,073 100% $ 366,073 Gaven to Helensvale Water Main - Outlet Main - OD960 - 300m 2006 $ 715,317 100% $ 715,317 Gaven to Helensvale Water Main - Binstead Way, Gaven - OD960 - 2006 $ 816,549 100% $ 816,549 320 m

Reedy Creek Water Main - Stage 1 - DN750 - 960 m 2006 $ 2,281,520 100% $ 2,281,520 Reedy Creek Water Main - Stage 1 - DN600- 2530 m 2006 $ 4,478,196 100% $ 4,478,196 Reedy Creek Water Main - Stage 2 - DN600- 2690 m 2006 $ 4,761,402 100% $ 4,761,402

Days Road Offtake - DN750 - 580 m 2006 $ 1,129,851 100% $ 1,129,851 Days Road Offtake - DN750 - 1690 m 2006 $ 3,884,739 100% $ 3,884,739 Days Road Offtake - DN850 - 300m 2006 $ 712,975 100% $ 712,975

From Stapylton Balance Tank to Stanmore Road - DN750 - 1840 m 2008 $ 4,229,538 100% $ 4,229,538 From Stanmore Road to Beenleigh - DN600- 2330 m 2021 $ 4,124,188 100% $ 4,124,188 From Stanmore Road to Beenleigh - DN600- 1160 m 2021 $ 1,682,987 100% $ 1,682,987

122 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Table 2-61 Future Category 1 Recycled Water Supply Infrastructure

Item Total Cost IC Cost Description Year % IC Identification 2005$ 2005$

Water Treatment Pimpama RWTP - Stage 1 - 9 ML/day - Civil Works - 9 ML/d 2006-08 $ 11,544,000 100% $ 11,544,000 Pimpama RWTP - Stage 1 - 9 ML/day - Mechanical Works - 9 2006-08 $ 4,810,000 100% $ 4,810,000 ML/d Pimpama RWTP - Stage 1 - 9 ML/day - Electrical Works - 9 2006-08 $ 2,886,000 100% $ 2,886,000 ML/d

Pimpama RWTP - Stage 2 - 36 ML/day - Civil Works - 27 2009-11 $ 29,718,000 100% $ 29,718,000 ML/d Pimpama RWTP - Stage 2 - 36 ML/day - Mechanical Works - 2009-11 $ 12,382,500 100% $ 12,382,500 27 ML/d Pimpama RWTP - Stage 2 - 36 ML/day - Electrical Works - 27 2009-11 $ 7,429,500 100% $ 7,429,500 ML/d Pimpama RWTP - Ultimate - 60 ML/day - Civil Works - 24 2024-26 $ 27,378,000 100% $ 27,378,000 ML/d

Pimpama RWTP - Ultimate - 60 ML/day - Mechanical Works - 2024-26 $ 11,407,500 100% $ 11,407,500 24 ML/d Pimpama RWTP - Ultimate - 60 ML/day - Electrical Works - 24 2024-26 $ 6,844,500 100% $ 6,844,500 ML/d Stapylton RWTP - Stage 1 - 3.2 ML/day - Civil Works - 3.2 2009-11 $ 5,460,000 100% $ 5,460,000 ML/d Stapylton RWTP - Stage 1 - 3.2 ML/day - Mechanical Works - 2009-11 $ 2,275,000 100% $ 2,275,000 3.2 ML/d Stapylton RWTP - Stage 1 - 3.2 ML/day - Electrical Works - 2009-11 $ 1,365,000 100% $ 1,365,000 3.2 ML/d Stapylton RWTP - Stage 2 - 8.1 ML/day - Civil Works - 4.9 2019-21 $ 7,410,000 100% $ 7,410,000 ML/d Stapylton RWTP - Stage 2 - 8.1 ML/day - Mechanical Works - 2019-21 $ 3,087,500 100% $ 3,087,500 4.9 ML/d Stapylton RWTP - Stage 2 - 8.1 ML/day - Electrical Works - 2019-21 $ 1,852,500 100% $ 1,852,500 4.9 ML/d Seasonal Storage/ASR

Pimpama ASR (Injection capacity 6.4 ML/d) - Pipework 2007-09 $ 5,772,000 100% $ 5,772,000 Pimpama ASR (Injection capacity 6.4 ML/d) - Bores 2007-09 $ 2,366,000 100% $ 2,366,000 Pimpama ASR (Injection capacity 6.4 ML/d) - Power Supply 2007-09 $ 169,000 100% $ 169,000 Pimpama ASR (Injection capacity 6.4 ML/d) - Storage (20 ML) 2007-09 $ 2,704,000 100% $ 2,704,000 Pimpama ASR (Injection capacity 6.4 ML/d) - Pump station 2007-09 $ 351,000 100% $ 351,000 from ASR to WWTP Pimpama ASR (Injection capacity 6.4 ML/d) - Pipeline from 2007-09 $ 4,927,000 100% $ 4,927,000 WWTP to ASR Water Service Reservoirs Pimpama RWTP Class A+ RW Storage Tanks - 10 ML x 1 of 2008 $ 1,768,000 100% $ 1,768,000 Pimpama RWTP Class A+ RW Storage Tanks - 10 ML x 1 of 2011 $ 1,768,000 100% $ 1,768,000 Stapylton RWTP Class A+ RW Storage Tank - 5 ML x 1 of 2011 $ 1,391,000 100% $ 1,391,000 Stapylton Distribution Reservoir (Zone 3) - 6.7 ML x 1 of 2011 $ 1,495,000 100% $ 1,495,000 Water Pumping Stations Pimpama RWTP Class A+ RW Transfer Pump Station - New 2008 $ 396,500 100% $ 396,500 pump station (300L/s @ 62 m) - Civil works - 460 kW Pimpama RWTP Class A+ RW Transfer Pump Station - New pump station (300L/s @ 62 m) - Pumps (230 kW, 2008 $ 746,200 100% $ 746,200 duty/standby) Pimpama RWTP Class A+ RW Transfer Pump Station - New 2008 $ 843,700 100% $ 843,700 pump station (300L/s @ 62 m) - Switchboards/telemetry Pimpama RWTP Class A+ RW Transfer Pump Station - Upgrade pump station (570 L/s @ 89 m) - New pumps (620 2021 $ 1,075,100 100% $ 1,075,100 kW, duty/standby) - 1240 kW Pimpama RWTP Class A+ RW Transfer Pump Station - Upgrade pump station (570 L/s @ 89 m) - Upgrade 2021 $ 1,856,400 100% $ 1,856,400 switchboard

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 123 of 256

Item Total Cost IC Cost Description Year % IC Identification 2005$ 2005$ Stapylton RWTP Class A+ RW Transfer Pump Station - New 2011 $ 205,400 100% $ 205,400 Stapylton pumps (55 L/s @ 64 m) - Civil works - 80 kW Stapylton RWTP Class A+ RW Transfer Pump Station - New Stapylton pumps (55 L/s @ 64 m) - Pumps (40 kW, 2011 $ 191,100 100% $ 191,100 duty/standby) Stapylton RWTP Class A+ RW Transfer Pump Station - New 2011 $ 331,500 100% $ 331,500 Stapylton pumps (55 L/s @ 64 m) - Switchboards/telemetry Stapylton RWTP Class A+ RW Transfer Pump Station - Upgrade pump station (92 L/s @ 70 m) - Additional duty pump 2021 $ 96,200 100% $ 96,200 (40 kW) - 120 kW Stapylton RWTP Class A+ RW Transfer Pump Station - 2021 $ 427,700 100% $ 427,700 Upgrade pump station (92 L/s @ 70 m) - Upgrade switchboard Stapylton RWTP Class A+ RW Transfer Pump Station - New 2011 $ 210,600 100% $ 210,600 Beenleigh pumps (44 L/s @ 100m) - Civil works - 108 kW Stapylton RWTP Class A+ RW Transfer Pump Station - New Beenleigh pumps (44 L/s @ 100m) - Pumps (54 kW, 2011 $ 247,000 100% $ 247,000 duty/standby) Stapylton RWTP Class A+ RW Transfer Pump Station - New 2011 $ 390,000 100% $ 390,000 Beenleigh pumps (44 L/s @ 100m) - Switchboards/telemetry Stapylton RWTP Class A+ RW Transfer Pump Station - Upgrade pump station (70 L/s @ 130 m) - Additional duty 2021 $ 123,500 100% $ 123,500 pump (54 kW) - 162 kW Stapylton RWTP Class A+ RW Transfer Pump Station - Upgrade pump station (70 L/s @ 130 m) - Upgrade 2021 $ 572,000 100% $ 572,000 switchboard Water Distribution Mains Pimpama RWTP to Cunningham Drive Res - DN600- 4100m 2006-08 $ 7,019,216 100% $ 7,019,216

Pimpama RWTP to Cunningham Drive Res - DN600- 2100m 2006-08 $ 3,717,080 100% $ 3,717,080 Stapylton RWTP to Zone 3 Reservoir - DN250 - 490 m 2011 $ 192,505 100% $ 192,505 Stapylton RWTP to Zone 3 Reservoir - DN250 - 2510 m 2011 $ 1,510,354 100% $ 1,510,354

Stapylton RWTP to Zone 3 Reservoir - DN250 - 2400m 2011 $ 1,396,422 100% $ 1,396,422 Stapylton RWTP to Zone 3 Reservoir - DN250 - 470 m 2011 $ 292,164 100% $ 292,164 Stapylton RWTP to Zone 1 Reservoir - DN150 - 600m 2056 $ 219,121 100% $ 219,121 Stapylton RWTP to Zone 1 Reservoir - DN150 - 1780 m 2056 $ 722,909 100% $ 722,909 Stapylton RWTP to Zone 2 Reservoir - DN200- 800m 2056 $ 372,066 100% $ 372,066 Stapylton RWTP to Zone 2 Reservoir - DN200- 7490 m 2056 $ 3,873,858 100% $ 3,873,858 Stapylton RWTP to Beenleigh Service Reservoir - DN300- 2011 $ 193,919 100% $ 193,919 300m Stapylton RWTP to Beenleigh Service Reservoir - DN300- 2011 $ 111,809 100% $ 111,809 160 m Stapylton RWTP to Beenleigh Service Reservoir - DN300- 2011 $ 116,468 100% $ 116,468 160 m Stapylton RWTP to Beenleigh Service Reservoir - DN300- 2011 $ 300,837 100% $ 300,837 630 m Stapylton RWTP to Beenleigh Service Reservoir - DN300- 2011 $ 2,113,602 100% $ 2,113,602 3050 m Stapylton RWTP to Beenleigh Service Reservoir - DN300- 2011 $ 1,138,882 100% $ 1,138,882 1590 m Stapylton RWTP to Beenleigh Service Reservoir - DN300- 2011 $ 4,023,268 100% $ 4,023,268 5440 m

124 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Table 2-62 Future Category 1 Wastewater Infrastructure

Item Total Cost IC Cost Description Year % IC Identification 2005$ 2005$ Pipes

MES414 RMN - 1200Dia - 4379 m 2008 $12,353,796 100% $12,353,796 MES413 RMN - 1200Dia - 505 m 2008 $1,480,059 100% $1,480,059 MES411 WATERWAY - 1200Pressure Pipe Dia - 876 m 2008 $10,508,412 100% $10,508,412 MES410 RMN - 1200Dia - 622 m 2008 $1,873,674 100% $1,873,674 MES403 PJPIPE - 1200Pressure Pipe Dia - 106 m 2008 $473,207 100% $473,207 MES401 RMN - 1200Dia - 435 m 2008 $1,356,174 100% $1,356,174 MES400 RMN - 1200Dia - 199 m 2008 $619,307 100% $619,307 MES412 RMN - 1200Dia - 430 m 2008 $1,212,898 100% $1,212,898 MES406 RMN - 1200Dia - 249 m 2008 $696,461 100% $696,461 MES409 PJPIPE - 1200Pressure Pipe Dia - 49 m 2008 $217,376 100% $217,376 MES408 RMN - 1200Dia - 1004 m 2008 $3,022,030 100% $3,022,030 MES407 PJPIPE - 1200Pressure Pipe Dia - 56 m 2008 $248,513 100% $248,513 MES404 RMN - 1200Dia - 460 m 2008 $1,384,454 100% $1,384,454 MES402 RMN - 1200Dia - 68 m 2008 $212,709 100% $212,709 MES403 PJPITS - 3500Dia - 38 kL 2008 $59,187 100% $59,187

MES403 PJPITS - 3500Dia - 38 kL 2008 $59,187 100% $59,187 MES409 PJPITS - 3500Dia - 38 kL 2008 $59,187 100% $59,187 MES409 PJPITS - 3500Dia - 38 kL 2008 $59,187 100% $59,187 MES409 PJPITS - 3500Dia - 38 kL 2008 $59,187 100% $59,187 MES405 RMN - 1200Dia - 286 m 2008 $859,798 100% $859,798 MES407 PJPITS - 3500Dia - 38 kL 2008 $59,187 100% $59,187 MES407 PJPITS - 3500Dia - 38 kL 2008 $59,187 100% $59,187 MES500 DIFFUSER - 1 off 2008 $1,100,000 100% $1,100,000 COS403 RMN - 1350 Dia - 562 m 2008 $1,771,894 100% $1,771,894 COS400 RMN - 1350 Dia - 2473 m 2008 $7,800,090 100% $7,800,090 COS401 PJPIPE - 1350 Pressure Pipe Dia - 1679 m 2008 $7,858,277 100% $7,858,277 COS402 WATERWAY - 1350 Pressure Pipe Dia - 1883 m 2008 $25,318,000 100% $25,318,000 COS401 PJPITS - 3500Dia - 38 kL 2008 $59,187 100% $59,187

COS401 PJPITS - 3500Dia - 38 kL 2008 $59,187 100% $59,187 COS401 PJPITS - 3500Dia - 38 kL 2008 $59,187 100% $59,187 COS402 PJPITS - 3500Dia - 38 kL 2008 $59,187 100% $59,187

COS402 PJPITS - 3500Dia - 38 kL 2008 $59,187 100% $59,187 COS500 DIFFUSER - 1 off 2008 $1,056,400 100% $1,056,400 STS416 RMN - 750 Dia - 86 m 2005 $140,990 100% $140,990 STS419 RMN - 600Dia - 11 m 2005 $13,058 100% $13,058 BES404 RMN - 450 Dia - 4693 m 2005 $3,965,101 100% $3,965,101 STS413 RMN - 450 Dia - 2128 m 2011 $1,798,214 100% $1,798,214 STS421 PJPIPE - 450 Pressure Pipe Dia - 96 m 2011 $175,499 100% $175,499 STS400 RMN - 450 Dia - 438 m 2011 $369,916 100% $369,916 STS401 PJPITS - 3500Dia - 38 kL 2011 $59,187 100% $59,187 STS420 PJPITS - 3500Dia - 38 kL 2011 $59,187 100% $59,187 STS406 RMN - 450 Dia - 3006 m 2016 $3,437,705 100% $3,437,705 STS407 RMN - 450 Dia - 3381 m 2016 $3,866,708 100% $3,866,708

BES401 RMN - 450 Dia - 2231 m 2016 $2,551,895 100% $2,551,895 BES400 RMN - 375 Dia - 3471 m 2021 $3,068,981 100% $3,068,981 BES402 RMN - 750 Dia - 2675 m 2021 $5,702,613 100% $5,702,613

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 125 of 256

Item Total Cost IC Cost Description Year % IC Identification 2005$ 2005$ STS411 RMN - 450 Dia - 3934 m 2021 $4,499,014 100% $4,499,014 STS414 RMN - 750 Dia - 2035 m 2021 $4,338,040 100% $4,338,040 STS417 RMN - 450 Dia - 21 m 2021 $17,492 100% $17,492 STS418 RMN - 750 Dia - 23 m 2021 $38,598 100% $38,598 BES405 RMN - 750 Dia - 3359 m 2021 $5,531,966 100% $5,531,966 BES406 RMN - 375 Dia - 3236 m 2021 $2,861,706 100% $2,861,706 STS423 PJPIPE - 450 Pressure Pipe Dia - 87 m 2023 $159,697 100% $159,697 STS403 RMN - 450 Dia - 437 m 2023 $369,494 100% $369,494 STS404 PJPITS - 3500Dia - 38 kL 2023 $59,187 100% $59,187 STS422 PJPITS - 3500Dia - 38 kL 2023 $59,187 100% $59,187 BES403 RMN - 750 Dia - 3502 m 2031 $7,125,786 100% $7,125,786 STS410 RMN - 450 Dia - 3933 m 2031 $4,498,465 100% $4,498,465 STS415 RMN - 750 Dia - 2033 m 2035 $4,333,969 100% $4,333,969 PIS400 RMN - 750 Dia - 5049 m 2007 $10,273,552 100% $10,273,552 PIS402 RMN - 900Dia - 463 m 2007 $979,321 100% $979,321 PIS401 RMN - 600Dia - 4373 m 2030 $6,614,651 100% $6,614,651

MES420 RMN - 750 Dia - 1671 m 2008 $3,400,006 100% $3,400,006 MES422 RMN - 750 Dia - 1805 m 2008 $4,021,540 100% $4,021,540 MES421 PJPIPE - 750 Pressure Pipe Dia - 112 m 2008 $318,467 100% $318,467

MES421 PJPITS - 3500Dia - 38 kL 2008 $59,187 100% $59,187 MES421 PJPITS - 3500Dia - 38 kL 2008 $59,187 100% $59,187 STS402 RMN - 450 Dia - 6268 m 2011 $7,168,785 100% $7,168,785 STS424 RMN - 450 Dia - 3212 m 2011 $3,673,274 100% $3,673,274

STS425 RMN - 450 Dia - 584 m 2011 $667,879 100% $667,879 STS426 RMN - 450 Dia - 3234 m 2011 $3,699,409 100% $3,699,409 STS405 RMN - 450 Dia - 6202 m 2030 $7,093,914 100% $7,093,914

STS412 RMN - 450 Dia - 3252 m 2030 $3,719,219 100% $3,719,219 STS408 RMN - 450 Dia - 3186 m 2030 $3,644,291 100% $3,644,291 STS409 RMN - 450 Dia - 636 m 2030 $727,214 100% $727,214 MES601 Recycled Water Reuse Strategy for the Gold Coast 2008 $1,000,000 56% $557,225 Northern Release System (Pimpama / Stapylton) - EIS of STS600 2007 $3,000,000 92% $2,754,084 Alternative Release Options Southern Release System (Coombabah) - EIS of COS600 2007 $4,500,000 46% $2,051,462 Alternative Release Options Southern Release System (Merrimac / Elanora) - EIS of MES600 2007 $3,000,000 44% $1,334,927 Alternative Release Options Reclaimed Water Pump Stations (Reuse & Release)

Northern Disposal Lagoon A RWPS (Class B) - 2 Pumps - BES300 2030 $1,433,356 100% $1,433,356 Total 200kW COS300 Coombabah RWPS (Class B) - 4 Pumps - Total 2000kW 2008 $6,113,465 100% $6,113,465 ELS300 Elanora RWPS (Class B) - 1 Pumps - Total 210 kW 2008 $1,477,505 100% $1,477,505 ME302 Benowa RWPS (Class B) - 4 Pumps - Total 2240 kW 2008 $6,847,081 100% $6,847,081 MES300 Merrimac RWPS (Class B) - 3 Pumps - Total 930 kW 2008 $3,340,519 100% $3,340,519 MES301 Merrimac RWPS (Class B) - 1 Pumps - Total 310 kW 2022 $1,788,947 100% $1,788,947 PIS300 Pimpama RWPS (Class B) - 1 Pumps - Total 240 kW 2031 $1,593,465 100% $1,593,465

PIS300 Pimpama RWPS (Class B) - 3 Pumps - Total 720 kW 2007 $3,030,841 100% $3,030,841 STS300 Stapylton RWPS (Class B) - 3 Pumps - Total 420 kW 2011 $2,180,629 100% $2,180,629 STS301 Stapylton RWPS (Class B) - 1 Pumps - Total 140 kW 2030 $1,018,647 100% $1,018,647

Northern Disposal Lagoon B RWPS (Class B) - 3 Pumps - STS302 2011 $1,751,196 100% $1,751,196 Total 300kW

126 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Total Cost IC Cost Description Year % IC Identification 2005$ 2005$ Northern Disposal Lagoon B RWPS (Class B) - 1 Pumps - STS303 2030 $734,108 100% $734,108 Total 100kW Effluent Storage Lagoons (Reuse & Release)

COS200 LAGOON - 21 ML 2042 $579,766 100% $579,766 MES200 LAGOON - 10 ML 2022 $478,079 100% $478,079 MES201 LAGOON - 50 ML 2007 $1,127,740 100% $1,127,740 MES202 LAGOON - 30 ML 2008 $892,317 100% $892,317 PIS200 LAGOON - 230 ML 2007 $2,381,629 100% $2,381,629 STS200 LAGOON - 34 ML 2011 $733,935 100% $733,935 STS201 LAGOON - 300ML 2011 $3,187,390 100% $3,187,390 Wet Lands Disposal (Reuse And Release)

Future - Beenleigh/Eagleby Wet land Rehabilitation - BES600 2006 $200,000 100% $200,000 Studies BES600 Future - Beenleigh/Eagleby Wet land Rehabilitation 2007 $258,000 100% $258,000 BES600 Future - Beenleigh/Eagleby Wet land Rehabilitation 2008 $208,000 100% $208,000 Waste Water Treatment Plant Augmentations (Treatment)

Beenleigh WWTP Stage 3 Studies - Year 1 - Capacity BES100-A 2015 $160,000 100% $160,000 Upgrade - 5000ET Beenleigh WWTP Stage 3 Project Delivery - Year 1 - BES100-B 2015 $500,000 100% $500,000 Capacity Upgrade - 5000ET Beenleigh WWTP Stage 3 Treatment Works - Year 2 - BES100-C 2016 $4,830,000 100% $4,830,000 Capacity Upgrade - 5000ET Beenleigh WWTP Stage 3 Treatment Works - Year 1 - BES100-C 2017 $4,830,000 100% $4,830,000 Capacity Upgrade - 5000ET Coombabah WWTP Stage 4A Studies - Year 1 - Capacity COS100-A 2006 $160,000 0% $0 Upgrade - 12000ET Coombabah WWTP Stage 4A Project Delivery - Year 1 - COS100-B 2006 $1,000,000 0% $0 Capacity Upgrade - 12000ET Coombabah WWTP Stage 4A Treatment Works - Year 2 - COS100-C 2006 $10,760,000 0% $0 Capacity Upgrade - 12000ET

Coombabah WWTP Stage 4A Treatment Works - Year 1 - COS100-C 2007 $10,760,000 0% $0 Capacity Upgrade - 12000ET Coombabah WWTP Stage 4B Studies - Year 1 - Capacity COS110-A 2006 $160,000 65% $103,766 Upgrade - 22500ET

Coombabah WWTP Stage 4B Project Delivery - Year 1 - COS110-B 2006 $1,000,000 65% $648,540 Capacity Upgrade - 22500ET Coombabah WWTP Stage 4B Treatment Works - Year 2 - COS110-C 2006 $23,028,750 65% $14,935,066 Capacity Upgrade - 22500ET Coombabah WWTP Stage 4B Treatment Works - Year 1 - COS110-C 2007 $23,028,750 65% $14,935,066 Capacity Upgrade - 22500ET Coombabah WWTP Stage 5 Studies - Year 1 - Capacity COS120-A 2011 $160,000 100% $160,000 Upgrade - 21000ET Coombabah WWTP Stage 5 Project Delivery - Year 1 - COS120-B 2011 $1,000,000 100% $1,000,000 Capacity Upgrade - 21000ET Coombabah WWTP Stage 5 Treatment Works - Year 2 - COS120-C 2012 $28,497,000 100% $28,497,000 Capacity Upgrade - 21000ET Coombabah WWTP Stage 5 Treatment Works - Year 1 - COS120-C 2013 $28,497,000 100% $28,497,000 Capacity Upgrade - 21000ET Coombabah WWTP Stage 6 Studies - Year 1 - Capacity COS130-A 2024 $160,000 100% $160,000 Upgrade - 21000ET Coombabah WWTP Stage 6 Project Delivery - Year 1 - COS130-B 2024 $1,000,000 100% $1,000,000 Capacity Upgrade - 21000ET Coombabah WWTP Stage 6 Treatment Works - Year 2 - COS130-C 2025 $21,493,500 100% $21,493,500 Capacity Upgrade - 21000ET Coombabah WWTP Stage 6 Treatment Works - Year 1 - COS130-C 2026 $21,493,500 100% $21,493,500 Capacity Upgrade - 21000ET

Coombabah WWTP Stage 7 Studies - Year 1 - Capacity COS140-A 2040 $160,000 86% $138,126 Upgrade - 21000ET

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 127 of 256

Item Total Cost IC Cost Description Year % IC Identification 2005$ 2005$ Coombabah WWTP Stage 7 Project Delivery - Year 1 - COS140-B 2040 $1,000,000 86% $863,285 Capacity Upgrade - 21000ET Coombabah WWTP Stage 7 Treatment Works - Year 2 - COS140-C 2041 $21,493,500 86% $18,555,021 Capacity Upgrade - 21000ET Coombabah WWTP Stage 7 Treatment Works - Year 1 - COS140-C 2042 $21,493,500 86% $18,555,021 Capacity Upgrade - 21000ET Merrimac WWTP Stage 5 Studies - Year 1 - Capacity MES100-A 2005 $160,000 96% $152,864 Upgrade - 29900ET Merrimac WWTP Stage 5 Project Delivery - Year 1 - MES100-B 2005 $1,000,000 96% $955,401 Capacity Upgrade - 29900ET

Merrimac WWTP Stage 5 Treatment Works - Year 2 - MES100-C 2005 $28,883,400 96% $27,595,239 Capacity Upgrade - 29900ET Merrimac WWTP Stage 5 Treatment Works - Year 1 - MES100-C 2006 $28,883,400 96% $27,595,239 Capacity Upgrade - 29900ET

Merrimac WWTP Stage 6A Studies - Year 1 - Capacity MES110-A 2020 $160,000 43% $68,800 Upgrade - 40000ET Merrimac WWTP Stage 6A Project Delivery - Year 1 - MES110-B 2020 $1,000,000 43% $430,000 Capacity Upgrade - 40000ET Merrimac WWTP Stage 6A Treatment Works - Year 2 - MES110-C 2021 $38,640,000 43% $16,615,200 Capacity Upgrade - 40000ET Merrimac WWTP Stage 6A Treatment Works - Year 1 - MES110-C 2022 $38,640,000 43% $16,615,200 Capacity Upgrade - 40000ET MES120-A Merrimac WWTP Stage 6B Demolition Stage 1 to 3 - Year 1 2024 $5,000,000 0% $0 MES120-B Merrimac WWTP Stage 6B Studies - Year 1 2024 $0 0% $0 MES120-C Merrimac WWTP Stage 6B Project Delivery - Year 1 2024 $0 0% $0

Merrimac WWTP Stage 7 Studies - Year 1 - Capacity MES130-A 2032 $160,000 89% $142,767 Upgrade - 20000ET Merrimac WWTP Stage 7 Project Delivery - Year 1 - MES130-B 2032 $1,000,000 89% $892,292 Capacity Upgrade - 20000ET Merrimac WWTP Stage 7 Treatment Works - Year 2 - MES130-C 2033 $19,320,000 89% $17,239,085 Capacity Upgrade - 20000ET Merrimac WWTP Stage 7 Treatment Works - Year 1 - MES130-C 2034 $19,320,000 89% $17,239,085 Capacity Upgrade - 20000ET Pimpama WWTP Stage 1 Studies - Year 1 - Capacity PIS100-A 2006 $4,000,000 100% $4,000,000 Upgrade - 22700ET Pimpama WWTP Stage 1 Project Delivery - Year 1 - PIS100-B 2006 $1,000,000 100% $1,000,000 Capacity Upgrade - 22700ET Pimpama WWTP Stage 1 Treatment Works - Year 2 - PIS100-C 2006 $25,651,000 100% $25,651,000 Capacity Upgrade - 22700ET Pimpama WWTP Stage 1 Treatment Works - Year 1 - PIS100-C 2007 $25,651,000 100% $25,651,000 Capacity Upgrade - 22700ET Pimpama WWTP Stage 2 Studies - Year 1 - Capacity PIS110-A 2010 $160,000 100% $160,000 Upgrade - 22700ET Pimpama WWTP Stage 2 Project Delivery - Year 1 - PIS110-B 2010 $1,000,000 100% $1,000,000 Capacity Upgrade - 22700ET Pimpama WWTP Stage 2 Treatment Works - Year 2 - PIS110-C 2011 $21,928,200 100% $21,928,200 Capacity Upgrade - 22700ET Pimpama WWTP Stage 2 Treatment Works - Year 1 - PIS110-C 2012 $21,928,200 100% $21,928,200 Capacity Upgrade - 22700ET Pimpama WWTP Stage 3 Studies - Year 1 - Capacity PIS120-A 2031 $160,000 90% $144,217 Upgrade - 22700ET Pimpama WWTP Stage 3 Project Delivery - Year 1 - PIS120-B 2031 $1,000,000 90% $901,356 Capacity Upgrade - 22700ET Pimpama WWTP Stage 3 Treatment Works - Year 2 - PIS120-C 2032 $21,928,200 90% $19,765,113 Capacity Upgrade - 22700ET

Pimpama WWTP Stage 3 Treatment Works - Year 1 - PIS120-C 2033 $21,928,200 90% $19,765,113 Capacity Upgrade - 22700ET Stapylton WWTP Stage 1 Studies - Year 1 - Capacity STS100-A 2008 $4,000,000 100% $4,000,000 Upgrade - 13800ET

Stapylton WWTP Stage 1 Project Delivery - Year 1 - STS100-B 2009 $1,000,000 100% $1,000,000 Capacity Upgrade - 13800ET

128 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Total Cost IC Cost Description Year % IC Identification 2005$ 2005$ Stapylton WWTP Stage 1 Treatment Works - Year 2 - STS100-C 2010 $15,594,000 100% $15,594,000 Capacity Upgrade - 13800ET Stapylton WWTP Stage 1 Treatment Works - Year 1 - STS100-C 2011 $15,594,000 100% $15,594,000 Capacity Upgrade - 13800ET Stapylton WWTP Stage 2 Studies - Year 1 - Capacity STS110-A 2028 $160,000 100% $160,000 Upgrade - 13800ET Stapylton WWTP Stage 2 Project Delivery - Year 1 - STS110-B 2028 $1,000,000 100% $1,000,000 Capacity Upgrade - 13800ET Stapylton WWTP Stage 2 Treatment Works - Year 2 - STS110-C 2029 $13,330,800 100% $13,330,800 Capacity Upgrade - 13800ET

Stapylton WWTP Stage 2 Treatment Works - Year 1 - STS110-C 2030 $13,330,800 100% $13,330,800 Capacity Upgrade - 13800ET Stapylton WWTP Stage 3 Studies - Year 1 - Capacity STS120-A 2038 $160,000 99% $157,989 Upgrade - 10000ET

Stapylton WWTP Stage 3 Project Delivery - Year 1 - STS120-B 2038 $1,000,000 99% $987,430 Capacity Upgrade - 10000ET Stapylton WWTP Stage 3 Treatment Works - Year 2 - STS120-C 2039 $9,660,000 99% $9,538,574 Capacity Upgrade - 10000ET Stapylton WWTP Stage 3 Treatment Works - Year 1 - STS120-C 2040 $9,660,000 99% $9,538,574 Capacity Upgrade - 10000ET COS150 Biosolids Feasibility Study for the Gold Coast 2007 $1,500,000 56% $835,837

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 129 of 256

Table 2-63 Future Category 2 Potable Water Supply Infrastructure

Item Total Cost IC Cost Description Year Length % IC Identification 2004$ 2004$

Pipes Beenleigh Water Supply Financial Catchment FBE_1110 300Diameter Main OVERLAND DRIVE, EDENS LANDING 2021 235 $163,900 100% $163,900 FBE_1130 250 Diameter Main LOGAN STREET, EAGLEBY 2056 17 $10,400 100% $10,400 FBE_1126 250 Diameter Main ROAD, EAGLEBY 2056 473 $286,900 100% $286,900 FBE_1124 250 Diameter Main LOGAN STREET, EAGLEBY 2056 432 $261,800 100% $261,800 FBE_1120 300Diameter Main FRYAR ROAD, EAGLEBY 2056 15 $10,800 100% $10,800 FBE_1118 300Diameter Main HIGH ROAD, BETHANIA 2021 193 $139,600 100% $139,600 FBE_1116 300Diameter Main , BETHANIA 2021 570 $411,200 100% $411,200 FSY_1028 250 Diameter Main STAPYLTON JACOBS WEL, STAPYLTON 2031 838 $491,600 100% $491,600 FBE_1112 300Diameter Main CASTILE CRESCENT, EDENS LANDING 2016 128 $89,400 100% $89,400 FSY_1146 750 Diameter Main MOBBS PLACE, ORMEAU 2016 905 $2,097,100 100% $2,097,100 FBE_1108 300Diameter Main ARUP TERRACE, EDENS LANDING 2016 455 $317,600 100% $317,600 FBE_1102 375 Diameter Main CASTILE CRESCENT, EDENS LANDING 2016 1198 $1,237,000 100% $1,237,000 FBE_1100 450 Diameter Main BRISBANE - BEENLEIGH, HOLMVIEW 2016 737 $860,200 100% $860,200 FSY_1110 300Diameter Main , LUSCOMBE 2056 2003 $1,353,600 100% $1,353,600 FSY_1100 250 Diameter Main GOLDMINE ROAD, ORMEAU 2056 233 $89,200 100% $89,200

FSY_1098 250 Diameter Main GOLDMINE ROAD, ORMEAU 2056 426 $258,600 100% $258,600 FBE_1114 300Diameter Main , EDENS LANDING 2021 253 $176,800 100% $176,800 FSY_1178 250 Diameter Main ORMEAU RIDGE ROAD, ORMEAU HILLS 2056 397 $240,600 100% $240,600 FBE_1146 225 Diameter Main HIGH ROAD, BETHANIA 2005 216 $120,500 100% $120,500

FSY_1164 300Diameter Main NORWOOD COURT, YATALA 2011 530 $370,000 100% $370,000 FSY_1156 250 Diameter Main EGGERSDORF ROAD, ORMEAU 2021 281 $170,200 100% $170,200 FBE_1144 300Diameter Main , HOLMVIEW 2016 1639 $1,145,000 100% $1,145,000

FSY_1170 375 Diameter Main PEACHEY ROAD, ORMEAU 2056 374 $373,700 100% $373,700 FSY_1172 375 Diameter Main VAUGHAN DRIVE, ORMEAU 2056 412 $411,900 100% $411,900 FBE_1160 300Diameter Main , BETHANIA 2021 246 $166,400 100% $166,400 FSY_1176 300Diameter Main DOOLAN STREET, ORMEAU 2056 544 $380,300 100% $380,300 FBE_1148 300Diameter Main GOODOOGA DRIVE, BETHANIA 2056 148 $103,700 100% $103,700 FSY_1180 250 Diameter Main ORMEAU RIDGE ROAD, ORMEAU HILLS 2056 292 $176,700 100% $176,700 FBE_1142 300Diameter Main , EDENS LANDING 2021 437 $305,500 100% $305,500 FBE_1140 300Diameter Main HIGH ROAD, WATERFORD 2056 562 $392,600 100% $392,600 FBE_1138 600Diameter Main , BEENLEIGH 2056 319 $549,900 100% $549,900 FBE_1136 600Diameter Main TALLAGANDRA ROAD, BEENLEIGH 2016 256 $428,000 100% $428,000 FSY_1152 150 Diameter Main , ORMEAU 2021 13 $4,800 100% $4,800 FSY_1154 250 Diameter Main EGGERSDORF ROAD, ORMEAU 2021 66 $40,000 100% $40,000 FSY_1174 300Diameter Main PHILBEN DRIVE, ORMEAU 2056 380 $265,500 100% $265,500 FBE_1014 250 Diameter Main PRANGLEY ROAD, BAHRS SCRUB 2056 313 $183,900 100% $183,900 FBE_1180 300Diameter Main CHURCH ROAD, BETHANIA 2056 80 $57,400 100% $57,400 FBE_1020 250 Diameter Main PRANGLEY ROAD, BAHRS SCRUB 2056 440 $258,400 100% $258,400 FBE_1018 250 Diameter Main PRANGLEY ROAD, BAHRS SCRUB 2056 279 $163,500 100% $163,500 FBE_1090 450 Diameter Main HOLMVIEW ROAD, BEENLEIGH 2016 1226 $1,558,000 100% $1,558,000

FBE_1016 250 Diameter Main PRANGLEY ROAD, BAHRS SCRUB 2056 333 $201,700 100% $201,700 FBE_1084 675 Diameter Main TALLAGANDRA ROAD, BEENLEIGH 2016 408 $824,300 100% $824,300 FBE_1178 300Diameter Main STATION ROAD, BETHANIA 2056 628 $438,500 100% $438,500

FSY_1026 250 Diameter Main STAPYLTON JACOBS WEL, STAPYLTON 2031 775 $484,800 100% $484,800 FSY_1202 150 Diameter Main STAPYLTON JACOBS WEL, STAPYLTON 2031 235 $96,100 100% $96,100

130 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Total Cost IC Cost Description Year Length % IC Identification 2004$ 2004$ FBE_1012 250 Diameter Main TEYS ROAD, BEENLEIGH 2056 338 $198,300 100% $198,300 FBE_1010 375 Diameter Main TALLAGANDRA ROAD, BEENLEIGH 2016 513 $513,200 100% $513,200 FBE_1008 150 Diameter Main COLWILL CRESCENT, WOLFFDENE 2008 305 $117,200 100% $117,200 FBE_1006 150 Diameter Main COLWILL CRESCENT, BELIVAH 2008 331 $126,800 100% $126,800 FBE_1004 150 Diameter Main , WOLFFDENE 2008 469 $180,200 100% $180,200 FSY_1158 300Diameter Main , YATALA 2011 237 $160,300 100% $160,300 FBE_1088 600Diameter Main TALLAGANDRA ROAD, BEENLEIGH 2016 192 $332,100 100% $332,100 FBE_1042 300Diameter Main TALLAGANDRA ROAD, HOLMVIEW 2016 692 $467,600 100% $467,600 FBE_1058 300Diameter Main JARVIS ROAD, WATERFORD 2016 568 $384,100 100% $384,100 FBE_1086 675 Diameter Main TALLAGANDRA ROAD, BEENLEIGH 2016 182 $367,200 100% $367,200 FBE_1022 250 Diameter Main BAHRS SCRUB ROAD, BAHRS SCRUB 2056 218 $128,100 100% $128,100 FBE_1056 300Diameter Main JARVIS ROAD, WATERFORD 2016 616 $416,200 100% $416,200 FBE_1052 300Diameter Main HIGH ROAD, WATERFORD 2016 173 $120,700 100% $120,700 FBE_1040 300Diameter Main TALLAGANDRA ROAD, HOLMVIEW 2016 642 $433,600 100% $433,600 FSY_1196 250 Diameter Main PHILBEN DRIVE, ORMEAU 2011 115 $69,600 100% $69,600 FBE_1028 300Diameter Main ROAD, HOLMVIEW 2056 267 $180,800 100% $180,800

FBE_1024 300Diameter Main TEYS ROAD, HOLMVIEW 2056 697 $470,900 100% $470,900 FBE_1054 300Diameter Main HIGH ROAD, WATERFORD 2016 167 $116,600 100% $116,600 FBE_1026 300Diameter Main TEYS ROAD, HOLMVIEW 2056 738 $498,500 100% $498,500

FBE_1170 150 Diameter Main , BELIVAH 2008 178 $68,200 100% $68,200 FSY_1200 250 Diameter Main DARLINGTON DRIVE, YATALA 2011 716 $448,000 100% $448,000 FBE_1030 300Diameter Main HILLSIDE CRESCENT, EDENS LANDING 2021 244 $170,700 100% $170,700 FBE_1032 300Diameter Main BRISBANE - BEENLEIGH, EDENS LANDING 2021 298 $201,400 100% $201,400

FBE_1034 250 Diameter Main GARDINER ROAD, WATERFORD 2021 344 $208,600 100% $208,600 Pimpama Water Supply Financial Catchment FCP_1624 500Diameter Main , COOMERA 2056 405 $607,100 100% $607,100

FCP_1236 375 Diameter Main , COOMERA 2007 481 $465,800 100% $465,800 FCP_1208 300Diameter Main , COOMERA 2011 576 $402,300 100% $402,300 FCP_1210 450 Diameter Main , PIMPAMA 2016 450 $571,100 100% $571,100 FCP_1212 375 Diameter Main KERKIN ROAD SOUTH, COOMERA 2016 799 $772,700 100% $772,700 FCP_1214 250 Diameter Main ROAD, COOMERA 2021 490 $287,300 100% $287,300 FCP_1206 250 Diameter Main , COOMERA 2056 1064 $645,300 100% $645,300 FCP_1216 250 Diameter Main AMITY ROAD, COOMERA 2021 974 $373,200 100% $373,200 FCP_1218 250 Diameter Main EDWARDSON DRIVE, COOMERA 2056 442 $169,500 100% $169,500 FCP_1220 300Diameter Main FINNEGAN WAY, COOMERA 2056 991 $692,300 100% $692,300 FCP_1224 375 Diameter Main , COOMERA 2011 683 $660,400 100% $660,400 FCP_1226 300Diameter Main , COOMERA 2011 113 $76,600 100% $76,600 FCP_1230 300Diameter Main , COOMERA 2011 435 $294,100 100% $294,100 FCP_1234 375 Diameter Main , COOMERA 2011 478 $493,100 100% $493,100 FCP_1232 300Diameter Main , COOMERA 2007 440 $297,300 100% $297,300 FCP_1398 200Diameter Main ROAD, UPPER COOMERA 2056 302 $118,200 100% $118,200 FCP_1322 250 Diameter Main HELMORE ROAD, JACOBS WELL 2016 625 $303,300 100% $303,300 FCP_1174 250 Diameter Main GAWTHERN ROAD, PIMPAMA 2011 700 $424,600 100% $424,600 FCP_1238 375 Diameter Main , COOMERA 2007 253 $232,300 100% $232,300

FCP_1178 450 Diameter Main , COOMERA 2007 154 $202,100 100% $202,100 FCP_1182 600Diameter Main , COOMERA 2007 229 $410,700 100% $410,700 FCP_1184 375 Diameter Main , COOMERA 2007 682 $660,200 100% $660,200

FCP_1176 450 Diameter Main , COOMERA 2007 231 $302,700 100% $302,700 FCP_1400 300Diameter Main PACIFIC HIGHWAY, UPPER COOMERA 2056 167 $94,800 100% $94,800

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 131 of 256

Item Total Cost IC Cost Description Year Length % IC Identification 2004$ 2004$ FCP_1204 300Diameter Main , COOMERA 2011 299 $209,100 100% $209,100 FCP_1188 375 Diameter Main , COOMERA 2007 828 $855,300 100% $855,300 FCP_1190 250 Diameter Main , PIMPAMA 2011 743 $436,300 100% $436,300 FCP_1192 500Diameter Main , PIMPAMA 2016 427 $639,500 100% $639,500 FCP_1194 300Diameter Main , COOMERA 2011 602 $406,900 100% $406,900 FCP_1196 450 Diameter Main , COOMERA 2016 573 $728,200 100% $728,200 FCP_1198 300Diameter Main , COOMERA 2011 73 $49,700 100% $49,700 FCP_1200 300Diameter Main , COOMERA 2011 660 $461,000 100% $461,000 FCP_1186 500Diameter Main , COOMERA 2007 507 $711,200 100% $711,200 FCP_1106 250 Diameter Main CABBAGE TREE POINT R, STEIGLITZ 2016 1158 $657,200 100% $657,200 FCP_1306 300Diameter Main HUTH ROAD, JACOBS WELL 2006 26 $15,000 100% $15,000 FCP_1330 300Diameter Main PIMPAMA JACOBS WELL, JACOBS WELL 2006 1012 $574,700 100% $574,700 FCP_1344 250 Diameter Main , STEIGLITZ 2016 32 $18,000 100% $18,000 FCP_1346 250 Diameter Main CABBAGE TREE POINT R, STEIGLITZ 2016 1437 $815,300 100% $815,300 FCP_1352 250 Diameter Main , JACOBS WELL 2016 1294 $495,800 100% $495,800 FCP_1102 250 Diameter Main STAPYLTON JACOBS WEL, JACOBS WELL 2016 1091 $418,000 100% $418,000

FCP_1326 200Diameter Main ESPLANADE, JACOBS WELL 2016 601 $234,800 100% $234,800 FCP_1318 300Diameter Main HELMORE ROAD, JACOBS WELL 2006 274 $172,600 100% $172,600 FCP_1108 300Diameter Main ROAD, JACOBS WELL 2006 800 $504,400 100% $504,400

FCP_1110 250 Diameter Main HELMORE ROAD, JACOBS WELL 2016 200 $97,100 100% $97,100 FCP_1132 250 Diameter Main CABBAGE TREE POINT R, STEIGLITZ 2016 405 $229,900 100% $229,900 FCP_1134 250 Diameter Main CABBAGE TREE POINT R, STEIGLITZ 2016 351 $170,100 100% $170,100 FCP_1170 300Diameter Main YAWALPAH ROAD, PIMPAMA 2006 1049 $732,900 100% $732,900

FCP_1168 300Diameter Main DIXON DRIVE, PIMPAMA 2021 1081 $755,100 100% $755,100 FCP_1104 250 Diameter Main BEHM CREEK, JACOBS WELL 2016 734 $1,430,500 100% $1,430,500 FCP_1270 250 Diameter Main AMITY ROAD, COOMERA 2021 730 $442,400 100% $442,400

FCP_1242 300Diameter Main , COOMERA 2011 332 $232,100 100% $232,100 FCP_1246 300Diameter Main , COOMERA 2006 362 $244,500 100% $244,500 FCP_1248 300Diameter Main , COOMERA 2007 462 $312,000 100% $312,000 FCP_1250 300Diameter Main , COOMERA 2011 1094 $739,200 100% $739,200 FCP_1252 300Diameter Main , COOMERA 2056 379 $264,700 100% $264,700 FCP_1254 375 Diameter Main , COOMERA 2056 324 $313,900 100% $313,900 FCP_1328 300Diameter Main PIMPAMA JACOBS WELL, JACOBS WELL 2016 1013 $575,200 100% $575,200 FCP_1258 300Diameter Main YAWALPAH ROAD, PIMPAMA 2006 440 $204,800 100% $204,800 FCP_1240 300Diameter Main , COOMERA 2011 273 $190,400 100% $190,400 FCP_1278 300Diameter Main KERKIN ROAD NORTH, PIMPAMA 2006 711 $480,500 100% $480,500 FCP_1280 300Diameter Main KERKIN ROAD NORTH, PIMPAMA 2006 871 $588,800 100% $588,800 FCP_1282 300Diameter Main KERKIN ROAD NORTH, PIMPAMA 2006 1200 $810,900 100% $810,900 FCP_1284 300Diameter Main ROAD, NORWELL 2006 493 $310,700 100% $310,700 FCP_1286 300Diameter Main KERKIN ROAD NORTH, JACOBS WELL 2006 405 $255,400 100% $255,400 FCP_1290 300Diameter Main ROAD, JACOBS WELL 2006 658 $415,100 100% $415,100 FCP_1256 300Diameter Main YAWALPAH ROAD, PIMPAMA 2006 593 $414,200 100% $414,200 FCP_1516 300Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 28 $19,200 100% $19,200 FCP_1404 250 Diameter Main ROAD, JACOBS WELL 2016 13 $5,000 100% $5,000

FCP_1172 300Diameter Main YAWALPAH ROAD, PIMPAMA 2006 175 $122,000 100% $122,000 FCP_1622 500Diameter Main OLD COACH ROAD, UPPER COOMERA 2056 257 $384,100 100% $384,100 FCP_1416 600Diameter Main DAYS ROAD, UPPER COOMERA 2006 455 $785,800 100% $785,800

FCP_1414 450 Diameter Main OLD COACH ROAD, UPPER COOMERA 2021 428 $543,500 100% $543,500 FCP_1080 300Diameter Main DAYS ROAD, UPPER COOMERA 2005 226 $153,000 100% $153,000

132 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Total Cost IC Cost Description Year Length % IC Identification 2004$ 2004$ FCP_1046 450 Diameter Main OLD COACH ROAD, UPPER COOMERA 2006 298 $378,300 100% $378,300 FCP_1076 450 Diameter Main DAYS ROAD, UPPER COOMERA 2006 86 $108,900 100% $108,900 FCP_1002 450 Diameter Main BILLINGHURST CRESCENT, UPPER COOMERA 2006 84 $106,700 100% $106,700 FCP_1444 250 Diameter Main HELMORE ROAD, JACOBS WELL 2016 106 $60,300 100% $60,300 FCP_1514 300Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 31 $21,200 100% $21,200 FCP_1434 300Diameter Main , PIMPAMA 2021 1934 $1,307,500 100% $1,307,500 FCP_1518 300Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 54 $36,400 100% $36,400 FCP_1520 300Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 10 $6,700 100% $6,700 FCP_1092 250 Diameter Main RESERVE ROAD, UPPER COOMERA 2056 137 $83,000 100% $83,000 FCP_1524 300Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 58 $38,900 100% $38,900 FCP_1528 300Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 18 $12,100 100% $12,100 FCP_1530 225 Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 17 $9,100 100% $9,100 FCP_1532 225 Diameter Main FOXWELL ROAD, COOMERA 2005 51 $27,600 100% $27,600 FCP_1534 225 Diameter Main FOXWELL ROAD, COOMERA 2005 54 $28,100 100% $28,100 FCP_1406 300Diameter Main YAWALPAH ROAD, PIMPAMA 2006 186 $129,700 100% $129,700 FCP_1512 225 Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 69 $36,000 100% $36,000

FCP_1432 300Diameter Main ROAD, JACOBS WELL 2006 64 $29,800 100% $29,800 FCP_1040 225 Diameter Main OLD COACH ROAD, UPPER COOMERA 2005 466 $252,500 100% $252,500 FCP_1038 300Diameter Main RESERVE ROAD, UPPER COOMERA 2005 608 $411,000 100% $411,000

FCP_1064 225 Diameter Main OLD COACH ROAD, UPPER COOMERA 2005 315 $170,400 100% $170,400 FCP_1096 300Diameter Main DAYS ROAD, UPPER COOMERA 2005 71 $48,200 100% $48,200 FCP_1082 300Diameter Main DAYS ROAD, UPPER COOMERA 2005 212 $143,500 100% $143,500 FCP_1426 250 Diameter Main PIMPAMA JACOBS WELL, JACOBS WELL 2016 88 $33,800 100% $33,800

FCP_1066 250 Diameter Main RESERVE ROAD, UPPER COOMERA 2056 637 $373,700 100% $373,700 FCP_1422 300Diameter Main OLD COACH ROAD, UPPER COOMERA 2056 788 $550,700 100% $550,700 FCP_1446 300Diameter Main HUTH ROAD, JACOBS WELL 2006 679 $385,600 100% $385,600

FCP_1418 375 Diameter Main OLD COACH ROAD, UPPER COOMERA 2021 400 $400,300 100% $400,300 FCP_1526 300Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 7 $4,600 100% $4,600 FCP_1030 250 Diameter Main NAMBUCCA CRESCENT, PIMPAMA 2011 909 $551,200 100% $551,200 FCP_1086 250 Diameter Main BULL ROAD, WILLOW VALE 2056 532 $312,000 100% $312,000 FCP_1060 250 Diameter Main BULL ROAD, PIMPAMA 2056 317 $192,500 100% $192,500 FCP_1050 250 Diameter Main WAVERLEY DRIVE, PIMPAMA 2007 397 $240,500 100% $240,500 FCP_1090 250 Diameter Main , PIMPAMA 2008 458 $277,700 100% $277,700 FCP_1420 300Diameter Main ROAD, UPPER COOMERA 2011 333 $232,800 100% $232,800 FCP_1604 225 Diameter Main BRYGON CREEK DRIVE, UPPER COOMERA 2005 1 $300 100% $300 FCP_1288 300Diameter Main YAWALPAH ROAD, PIMPAMA 2006 460 $261,500 100% $261,500 FCP_1244 300Diameter Main OLD PACIFIC HIGHWAY, PIMPAMA 2006 644 $450,300 100% $450,300 FCP_1202 300Diameter Main OLD PACIFIC HIGHWAY, PIMPAMA 2006 417 $291,600 100% $291,600 FCP_1180 300Diameter Main CREEK STREET, PIMPAMA 2006 754 $428,100 100% $428,100 FCP_1536 300Diameter Main , COOMERA 2005 1 $700 100% $700 FCP_1098 300Diameter Main PIMPAMA JACOBS WELL, PIMPAMA 2006 273 $191,100 100% $191,100 FCP_1522 225 Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 62 $33,700 100% $33,700 FCP_1484 225 Diameter Main DAYS ROAD, UPPER COOMERA 2005 11 $5,900 100% $5,900 FCP_1482 225 Diameter Main DAYS ROAD, UPPER COOMERA 2005 3 $1,800 100% $1,800

FCP_1476 225 Diameter Main DAYS ROAD, UPPER COOMERA 2005 14 $7,600 100% $7,600 FCP_1478 225 Diameter Main DAYS ROAD, UPPER COOMERA 2005 13 $6,900 100% $6,900 FCP_1144 450 Diameter Main DIXON DRIVE, PIMPAMA 2016 401 $509,600 100% $509,600

FCP_1402 300Diameter Main BILLINGHURST CRESCENT, UPPER COOMERA 2021 376 $262,800 100% $262,800 FCP_1606 225 Diameter Main BRYGON CREEK DRIVE, UPPER COOMERA 2005 1 $300 100% $300

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 133 of 256

Item Total Cost IC Cost Description Year Length % IC Identification 2004$ 2004$ FCP_1608 225 Diameter Main BRYGON CREEK DRIVE, UPPER COOMERA 2005 1 $500 100% $500 FCP_1610 225 Diameter Main BRYGON CREEK DRIVE, UPPER COOMERA 2005 0 $300 100% $300 FCP_1612 225 Diameter Main BRYGON CREEK DRIVE, UPPER COOMERA 2005 1 $600 100% $600 FCP_1614 225 Diameter Main BRYGON CREEK DRIVE, UPPER COOMERA 2005 11 $5,800 100% $5,800 FCP_1470 225 Diameter Main DAYS ROAD, UPPER COOMERA 2005 84 $45,400 100% $45,400 FCP_1472 225 Diameter Main DAYS ROAD, UPPER COOMERA 2005 303 $158,600 100% $158,600 FCP_1474 225 Diameter Main DAYS ROAD, UPPER COOMERA 2005 53 $28,500 100% $28,500 FCP_1480 225 Diameter Main DAYS ROAD, UPPER COOMERA 2005 8 $4,200 100% $4,200 FCP_1558 300Diameter Main FOXWELL ROAD, COOMERA 2005 3 $2,000 100% $2,000 FCP_1538 300Diameter Main , COOMERA 2005 6 $4,300 100% $4,300 FCP_1540 300Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 76 $51,500 100% $51,500 FCP_1542 300Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 54 $36,500 100% $36,500 FCP_1544 300Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 7 $4,500 100% $4,500 FCP_1546 300Diameter Main , COOMERA 2005 1 $400 100% $400 FCP_1166 450 Diameter Main DIXON DRIVE, PIMPAMA 2016 414 $526,100 100% $526,100 FCP_1548 300Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 7 $4,600 100% $4,600

FCP_1550 300Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 45 $30,400 100% $30,400 FCP_1552 300Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 11 $7,700 100% $7,700 FCP_1602 225 Diameter Main BRYGON CREEK DRIVE, UPPER COOMERA 2005 16 $8,900 100% $8,900

FCP_1556 300Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 5 $3,600 100% $3,600 FCP_1122 250 Diameter Main , PIMPAMA 2011 597 $362,200 100% $362,200 FCP_1560 225 Diameter Main , COOMERA 2005 10 $5,100 100% $5,100 FCP_1570 225 Diameter Main BRYGON CREEK DRIVE, UPPER COOMERA 2005 12 $6,600 100% $6,600

FCP_1572 225 Diameter Main BRYGON CREEK DRIVE, UPPER COOMERA 2005 68 $36,600 100% $36,600 FCP_1586 225 Diameter Main BRYGON CREEK DRIVE, UPPER COOMERA 2005 51 $27,700 100% $27,700 FCP_1588 225 Diameter Main BRYGON CREEK DRIVE, UPPER COOMERA 2005 1 $800 100% $800

FCP_1596 225 Diameter Main BRYGON CREEK DRIVE, UPPER COOMERA 2005 198 $107,200 100% $107,200 FCP_1598 225 Diameter Main BRYGON CREEK DRIVE, UPPER COOMERA 2005 15 $8,400 100% $8,400 FCP_1600 225 Diameter Main BRYGON CREEK DRIVE, UPPER COOMERA 2005 127 $68,900 100% $68,900 FCP_1554 300Diameter Main CUNNINGHAM DRIVE SOUTH, COOMERA 2005 35 $23,400 100% $23,400 Coomera Water Supply Financial Catchment FGC_1016 250 Diameter Main HESLOP ROAD, GAVEN 2011 119 $74,600 100% $74,600 FHE_1056 375 Diameter Main , UPPER COOMERA 2007 143 $142,500 100% $142,500 FHE_1038 960 Diameter Main , HELENSVALE 2006 284 $642,300 100% $642,300 FHE_1138 450 Diameter Main , OXENFORD 2021 470 $616,100 100% $616,100 FHE_1140 200Diameter Main , OXENFORD 2021 114 $55,900 100% $55,900 FHE_1144 200Diameter Main , OXENFORD 2021 146 $71,100 100% $71,100 FHE_1142 375 Diameter Main , OXENFORD 2021 26 $26,100 100% $26,100 FHE_1098 375 Diameter Main ROAD, OXENFORD 2011 53 $52,900 100% $52,900 FHE_1002 750 Diameter Main PACIFIC HIGHWAY, OXENFORD 2005 140 $337,300 100% $337,300 FHE_1052 300Diameter Main , HELENSVALE 2006 204 $138,000 100% $138,000 FGC_1092 450 Diameter Main PACIFIC HIGHWAY, OXENFORD 2056 301 $395,100 100% $395,100 FGC_1012 300Diameter Main PACIFIC MOTORWAY, GAVEN 2011 34 $23,900 100% $23,900 FHE_1050 300Diameter Main , HELENSVALE 2006 28 $19,100 100% $19,100

FGC_1094 250 Diameter Main HESLOP ROAD, GAVEN 2056 236 $90,400 100% $90,400 FHE_1196 250 Diameter Main , UPPER COOMERA 2056 423 $256,500 100% $256,500 FHE_1136 450 Diameter Main , OXENFORD 2021 493 $646,700 100% $646,700

FHE_1106 375 Diameter Main HERBERT STREET, UPPER COOMERA 2011 244 $244,100 100% $244,100 FGC_1018 250 Diameter Main PACIFIC HIGHWAY, GAVEN 2011 175 $109,300 100% $109,300

134 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Total Cost IC Cost Description Year Length % IC Identification 2004$ 2004$ FHE_1194 250 Diameter Main , UPPER COOMERA 2056 1075 $651,900 100% $651,900 FHE_1148 250 Diameter Main , UPPER COOMERA 2021 1094 $663,400 100% $663,400 FGC_1014 250 Diameter Main , GAVEN 2011 576 $349,000 100% $349,000 FHE_1176 250 Diameter Main , UPPER COOMERA 2056 252 $152,900 100% $152,900 FHE_1068 300Diameter Main ROAD, UPPER COOMERA 2007 188 $127,000 100% $127,000 FHE_1072 375 Diameter Main , UPPER COOMERA 2007 352 $352,500 100% $352,500 FHE_1070 300Diameter Main GLENVIEW ROAD, UPPER COOMERA 2007 442 $308,500 100% $308,500 FHE_1180 300Diameter Main GLENVIEW ROAD, UPPER COOMERA 2056 150 $105,100 100% $105,100 FHE_1184 300Diameter Main GLENVIEW ROAD, UPPER COOMERA 2056 301 $210,400 100% $210,400 FHE_1188 300Diameter Main GLENVIEW ROAD, UPPER COOMERA 2056 340 $237,400 100% $237,400 FHE_1200 250 Diameter Main GLENVIEW ROAD, UPPER COOMERA 2056 177 $107,300 100% $107,300 FHE_1204 250 Diameter Main , UPPER COOMERA 2056 185 $108,600 100% $108,600 FHE_1076 375 Diameter Main ROAD, UPPER COOMERA 2007 185 $179,000 100% $179,000 FHE_1112 375 Diameter Main ROAD, OXENFORD 2011 365 $364,600 100% $364,600 FHE_1066 300Diameter Main ROAD, UPPER COOMERA 2007 161 $108,800 100% $108,800 FHE_1064 300Diameter Main ROAD, UPPER COOMERA 2007 110 $74,400 100% $74,400

FHE_1074 300Diameter Main STEPHENS STREET, UPPER COOMERA 2007 147 $99,500 100% $99,500 FHE_1062 300Diameter Main GARRARD STREET, UPPER COOMERA 2007 443 $309,800 100% $309,800 FHE_1080 300Diameter Main RESERVE ROAD, UPPER COOMERA 2007 31 $17,800 100% $17,800

FHE_1202 250 Diameter Main , UPPER COOMERA 2056 662 $401,200 100% $401,200 FHE_1100 375 Diameter Main TAMBORINE OXENFORD ROAD, OXENFORD 2011 376 $376,400 100% $376,400 FHE_1152 300Diameter Main , UPPER COOMERA 2021 474 $331,400 100% $331,400 FHE_1114 375 Diameter Main , OXENFORD 2011 277 $277,500 100% $277,500

FHE_1102 375 Diameter Main , OXENFORD 2011 116 $112,600 100% $112,600 FHE_1108 375 Diameter Main RIVER TERRACE, UPPER COOMERA 2011 50 $50,200 100% $50,200 FHE_1104 375 Diameter Main COOMERA RIVER, UPPER COOMERA 2011 149 $291,300 100% $291,300

FHE_1110 375 Diameter Main HERBERT STREET, UPPER COOMERA 2011 270 $269,900 100% $269,900 FHE_1134 450 Diameter Main , OXENFORD 2021 510 $595,700 100% $595,700 FHE_1150 300Diameter Main RESERVE ROAD, UPPER COOMERA 2021 305 $213,000 100% $213,000 FHE_1222 600Diameter Main , HOPE ISLAND 2056 1198 $1,780,000 100% $1,780,000 FHE_1250 450 Diameter Main , OXENFORD 2021 383 $395,600 100% $395,600 FGC_1126 250 Diameter Main BANYULA DRIVE, GAVEN 2056 302 $183,200 100% $183,200 FGC_1124 300Diameter Main YALLAROI ROAD, OXENFORD 2056 585 $409,000 100% $409,000 FGC_1122 300Diameter Main KOPPS ROAD, OXENFORD 2056 533 $360,100 100% $360,100 FGC_1120 250 Diameter Main ROAD, MOUNT NATHAN 2056 237 $143,800 100% $143,800 FGC_1118 250 Diameter Main , MOUNT NATHAN 2056 872 $528,400 100% $528,400 FGC_1130 250 Diameter Main , GAVEN 2056 362 $219,300 100% $219,300 FHE_1126 600Diameter Main HELENSVALE ROAD, HELENSVALE 2011 239 $287,200 100% $287,200 FGC_1132 250 Diameter Main CASTLE HILL DRIVE, GAVEN 2056 417 $252,900 100% $252,900 FHE_1130 450 Diameter Main OXENFORD SOUTHPORT ROAD, HOPE ISLAND 2016 1289 $1,665,100 100% $1,665,100 FGC_1040 225 Diameter Main , MAUDSLAND 2011 116 $62,600 100% $62,600 FGC_1142 250 Diameter Main , MAUDSLAND 2056 504 $305,300 100% $305,300 FGC_1144 250 Diameter Main , MAUDSLAND 2056 686 $402,700 100% $402,700 FHE_1246 250 Diameter Main ROAD, OXENFORD 2005 79 $48,000 100% $48,000

FHE_1248 250 Diameter Main TAMBORINE OXENFORD ROAD, OXENFORD 2031 101 $61,400 100% $61,400 FGC_1116 250 Diameter Main OXENFORD COOMERA GOR, MAUDSLAND 2056 1236 $725,400 100% $725,400 FGC_1020 300Diameter Main , OXENFORD 2011 371 $268,000 100% $268,000

FHE_1118 600Diameter Main HELENSVALE ROAD, HELENSVALE 2011 816 $1,467,200 100% $1,467,200 FHE_1120 750 Diameter Main HELENSVALE ROAD, HELENSVALE 2011 367 $850,300 100% $850,300

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 135 of 256

Item Total Cost IC Cost Description Year Length % IC Identification 2004$ 2004$ FHE_1122 600Diameter Main HELENSVALE ROAD, HELENSVALE 2011 1100 $1,556,000 100% $1,556,000 FHE_1156 300Diameter Main PACIFIC HIGHWAY, HELENSVALE 2021 127 $72,400 100% $72,400 FHE_1214 600Diameter Main PACIFIC HIGHWAY, OXENFORD 2056 925 $1,597,500 100% $1,597,500 FHE_1216 250 Diameter Main TAMBORINE OXENFORD ROAD, OXENFORD 2056 766 $371,300 100% $371,300 FGC_1128 250 Diameter Main , GAVEN 2056 516 $312,900 100% $312,900 FHE_1128 375 Diameter Main SANTA BARBARA ROAD, HOPE ISLAND 2016 1818 $1,847,300 100% $1,847,300 FGC_1114 250 Diameter Main OXENFORD COOMERA GOR, MAUDSLAND 2056 96 $58,500 100% $58,500 FHE_1160 600Diameter Main HELENSVALE ROAD, HELENSVALE 2021 856 $1,392,800 100% $1,392,800 FHE_1162 600Diameter Main , HELENSVALE 2021 881 $1,433,600 100% $1,433,600 FHE_1084 300Diameter Main RESERVE ROAD, UPPER COOMERA 2007 20 $11,500 100% $11,500 FGC_1138 200Diameter Main , GAVEN 2056 292 $138,400 100% $138,400 FGC_1136 200Diameter Main , GAVEN 2056 243 $118,900 100% $118,900 FGC_1134 200Diameter Main , GAVEN 2056 319 $156,000 100% $156,000 FHE_1158 600Diameter Main HELENSVALE ROAD, HELENSVALE 2021 817 $1,329,000 100% $1,329,000 FHE_1254 250 Diameter Main GOLD COAST HIGHWAY, HELENSVALE 2056 317 $198,400 100% $198,400 FHE_1252 300Diameter Main , UPPER COOMERA 2056 161 $112,800 100% $112,800

FGC_1110 250 Diameter Main , MAUDSLAND 2056 624 $378,000 100% $378,000 FGC_1010 375 Diameter Main BANYULA DRIVE, GAVEN 2007 149 $148,900 100% $148,900 FGC_1112 250 Diameter Main , MAUDSLAND 2056 340 $206,100 100% $206,100

FGC_1034 300Diameter Main PITCAIRN WAY, PACIFIC PINES 2011 872 $608,900 100% $608,900 FGC_1108 250 Diameter Main OXENFORD COOMERA GOR, MAUDSLAND 2056 732 $429,800 100% $429,800 FGC_1106 250 Diameter Main OXENFORD COOMERA GOR, MAUDSLAND 2056 242 $146,900 100% $146,900 FGC_1104 250 Diameter Main , MAUDSLAND 2056 380 $223,200 100% $223,200

FGC_1030 300Diameter Main , MAUDSLAND 2011 1165 $814,000 100% $814,000 FGC_1028 300Diameter Main , MAUDSLAND 2011 677 $472,900 100% $472,900 FGC_1102 375 Diameter Main , OXENFORD 2056 98 $94,700 100% $94,700

FGC_1100 375 Diameter Main UNIVERSAL STREET, OXENFORD 2056 768 $768,000 100% $768,000 Molendinar Water Supply Financial Catchment 225 Diameter Main CYPRESS DRIVE WEST, BROADBEACH FWO_1144 2006 63 $27,100 100% $27,100 WATERS FWO_1130 225 Diameter Main , CARRARA 2006 332 $168,300 100% $168,300 FNE_1054 250 Diameter Main BEAUDESERT NERANG ROAD, NERANG 2056 132 $79,900 100% $79,900 FWO_1126 225 Diameter Main , CARRARA 2006 314 $159,100 100% $159,100 FWO_1128 225 Diameter Main , CARRARA 2006 151 $81,200 100% $81,200 250 Diameter Main SURFERS PARADISE BOULEVARD, SURFERS FMO_1052 2016 152 $85,500 100% $85,500 PARADISE

FNE_1048 250 Diameter Main BEAUDESERT NERANG ROAD, NERANG 2056 503 $304,700 100% $304,700 FWO_1132 225 Diameter Main , CARRARA 2006 327 $165,400 100% $165,400 FWO_1134 225 Diameter Main , CARRARA 2006 304 $163,200 100% $163,200 FWO_1136 225 Diameter Main , CARRARA 2006 98 $52,900 100% $52,900 FMO_1050 250 Diameter Main OCEAN AVENUE, SURFERS PARADISE 2016 113 $63,800 100% $63,800 FWO_1140 225 Diameter Main , CARRARA 2006 304 $131,500 100% $131,500 FWO_1062 300Diameter Main SURF PARADE, BROADBEACH 2005 4 $2,600 100% $2,600 600Diameter Main NERANG BROADBEACH ROAD, MERMAID FWO_1146 2006 551 $779,200 100% $779,200 WATERS 600Diameter Main NERANG BROADBEACH ROAD, MERMAID FWO_1148 2006 671 $949,000 100% $949,000 WATERS FWO_1150 600Diameter Main GOLD COAST HIGHWAY, BROADBEACH 2006 71 $85,500 100% $85,500 FWO_1154 150 Diameter Main FIRST AVENUE, SURFERS PARADISE 2011 24 $8,600 100% $8,600

FWO_1138 225 Diameter Main , CARRARA 2006 440 $236,300 100% $236,300

136 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Total Cost IC Cost Description Year Length % IC Identification 2004$ 2004$ FWO_1100 250 Diameter Main QUEENSLAND AVENUE, BROADBEACH 2005 107 $60,400 100% $60,400 FMO_1020 300Diameter Main HARVILL ROAD, MOLENDINAR 2006 154 $104,000 100% $104,000 FNS_1072 250 Diameter Main EXPLORERS WAY, WORONGARY 2011 19 $11,700 100% $11,700 FWO_1124 250 Diameter Main GOLD COAST HIGHWAY, SURFERS PARADISE 2056 11 $6,300 100% $6,300 FWO_1120 375 Diameter Main FIRST AVENUE, BROADBEACH 2011 104 $191,200 100% $191,200 FWO_1116 375 Diameter Main , BROADBEACH 2011 186 $171,300 100% $171,300 FWO_1114 375 Diameter Main FIRST AVENUE, BROADBEACH 2011 5 $4,500 100% $4,500 FWO_1110 300Diameter Main SURF PARADE, BROADBEACH 2005 116 $74,500 100% $74,500 FWO_1108 250 Diameter Main SURF PARADE, BROADBEACH 2005 86 $48,100 100% $48,100 250 Diameter Main SURFERS PARADISE BOULEVARD, SURFERS FMO_1140 2056 143 $80,300 100% $80,300 PARADISE FMO_1142 250 Diameter Main ELKHORN AVENUE, SURFERS PARADISE 2056 8 $4,500 100% $4,500 FMO_1044 600Diameter Main FERN STREET, SURFERS PARADISE 2011 17 $25,800 100% $25,800 FMO_1048 250 Diameter Main FERNY AVENUE, SURFERS PARADISE 2016 44 $24,700 100% $24,700

FWO_1104 250 Diameter Main QUEENSLAND AVENUE, BROADBEACH 2005 237 $133,100 100% $133,100 FMO_1146 250 Diameter Main PATHWAY, SURFERS PARADISE 2056 87 $48,900 100% $48,900 FWO_1096 200Diameter Main OLD BURLEIGH ROAD, BROADBEACH 2005 293 $133,000 100% $133,000

FWO_1092 250 Diameter Main CHARLES AVENUE, BROADBEACH 2005 282 $158,500 100% $158,500 FMO_1148 250 Diameter Main PATHWAY, SURFERS PARADISE 2056 15 $8,600 100% $8,600 FWO_1088 150 Diameter Main MARGARET AVENUE, BROADBEACH 2005 143 $50,600 100% $50,600

FWO_1086 200Diameter Main MARGARET AVENUE, BROADBEACH 2005 81 $36,600 100% $36,600 FWO_1082 300Diameter Main MARGARET AVENUE, BROADBEACH 2005 106 $68,100 100% $68,100 FWO_1076 250 Diameter Main SURF PARADE, BROADBEACH 2005 115 $64,600 100% $64,600

FWO_1072 250 Diameter Main GEORGE AVENUE, BROADBEACH 2005 134 $75,300 100% $75,300 FWO_1068 250 Diameter Main MARGARET AVENUE, BROADBEACH 2005 12 $6,900 100% $6,900 300Diameter Main SURFERS PARADISE BOULEVARD, SURFERS FMO_1138 2056 3 $1,800 100% $1,800 PARADISE FMO_1150 250 Diameter Main STAGHORN AVENUE, SURFERS PARADISE 2056 206 $115,900 100% $115,900 FNS_1082 200Diameter Main WARRENER STREET, NERANG 2016 72 $28,100 100% $28,100 FMO_1066 300Diameter Main , SURFERS PARADISE 2056 82 $52,900 100% $52,900 FWO_1186 375 Diameter Main FIRST AVENUE, BROADBEACH 2011 17 $31,600 100% $31,600 FMO_1092 250 Diameter Main ADMIRALTY DRIVE, SURFERS PARADISE 2056 281 $136,200 100% $136,200 FMO_1090 250 Diameter Main ADMIRALTY DRIVE, SURFERS PARADISE 2056 247 $310,500 100% $310,500

FMO_1088 250 Diameter Main ADMIRALTY DRIVE, SURFERS PARADISE 2056 67 $83,800 100% $83,800 FMO_1182 300Diameter Main ELKHORN AVENUE, SURFERS PARADISE 2056 30 $19,200 100% $19,200 FMO_1096 100Diameter Main ELKHORN AVENUE, SURFERS PARADISE 2056 5 $1,400 100% $1,400 FMO_1080 375 Diameter Main BEACH ROAD, SURFERS PARADISE 2056 51 $46,800 100% $46,800 FMO_1074 375 Diameter Main WATSON ESPLANADE, SURFERS PARADISE 2056 103 $95,000 100% $95,000 FMO_1072 300Diameter Main PENINSULAR DRIVE, SURFERS PARADISE 2056 121 $77,900 100% $77,900 FSW_1030 375 Diameter Main COOMBABAH ROAD, BIGGERA WATERS 2026 336 $341,800 100% $341,800 FMO_1068 300Diameter Main PENINSULAR DRIVE, SURFERS PARADISE 2056 177 $113,500 100% $113,500 FSW_1028 375 Diameter Main OXLEY DRIVE, BIGGERA WATERS 2026 660 $670,300 100% $670,300 FMO_1064 300Diameter Main SUNSET BOULEVARD, SURFERS PARADISE 2056 273 $175,500 100% $175,500 FMO_1062 250 Diameter Main , SURFERS PARADISE 2056 80 $44,700 100% $44,700 FMO_1060 250 Diameter Main SUNRISE BOULEVARD, SURFERS PARADISE 2056 234 $131,800 100% $131,800 FMO_1102 250 Diameter Main , SOUTHPORT 2056 173 $104,800 100% $104,800 FMO_1100 250 Diameter Main EWAN STREET, SOUTHPORT 2056 745 $361,600 100% $361,600 FMO_1006 225 Diameter Main CENTRAL STREET, LABRADOR 2005 228 $127,200 100% $127,200 FSW_1048 300Diameter Main OLSEN AVENUE, ARUNDEL 2056 487 $351,000 100% $351,000

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 137 of 256

Item Total Cost IC Cost Description Year Length % IC Identification 2004$ 2004$ FSW_1040 300Diameter Main OLSEN AVENUE, ARUNDEL 2056 509 $346,900 100% $346,900 FSW_1038 300Diameter Main BOEA STREET, ARUNDEL 2056 436 $314,500 100% $314,500 FWO_1036 300Diameter Main BOURTON ROAD, MERRIMAC 2056 6 $4,200 100% $4,200 FMO_1070 300Diameter Main PENINSULAR DRIVE, SURFERS PARADISE 2056 137 $87,700 100% $87,700 FWO_1184 600Diameter Main , BROADBEACH 2016 389 $467,900 100% $467,900 FMO_1040 150 Diameter Main , ASHMORE 2011 79 $31,300 100% $31,300 FMO_1042 150 Diameter Main SUN VALLEY DRIVE, ASHMORE 2011 287 $114,400 100% $114,400 FWO_1158 600Diameter Main ALBATROSS AVENUE, MERMAID BEACH 2016 589 $917,400 100% $917,400 FWO_1162 375 Diameter Main SEAGULL AVENUE, MERMAID BEACH 2016 158 $145,300 100% $145,300 FWO_1166 600Diameter Main ALBATROSS AVENUE, MERMAID BEACH 2016 385 $599,400 100% $599,400 FWO_1168 600Diameter Main ALBATROSS AVENUE, MERMAID BEACH 2016 40 $107,600 100% $107,600 FWO_1172 600Diameter Main ALBATROSS AVENUE, MERMAID BEACH 2016 787 $1,224,400 100% $1,224,400 FWO_1174 600Diameter Main HEDGES AVENUE, MERMAID BEACH 2016 922 $1,434,400 100% $1,434,400 FWO_1176 600Diameter Main , BROADBEACH 2011 748 $899,400 100% $899,400 FMO_1094 250 Diameter Main COMMODORE DRIVE, SURFERS PARADISE 2056 442 $214,200 100% $214,200 FWO_1180 600Diameter Main FIRST AVENUE, SURFERS PARADISE 2011 62 $167,700 100% $167,700

FNS_1084 300Diameter Main MCLEOD STREET, HIGHLAND PARK 2021 32 $22,500 100% $22,500 FWO_1188 600Diameter Main OLD BURLEIGH ROAD, SURFERS PARADISE 2011 653 $1,016,500 100% $1,016,500 FWO_1060 300Diameter Main , BROADBEACH 2005 73 $47,100 100% $47,100

FMO_1154 300Diameter Main NERANG STREET, SOUTHPORT 2056 228 $146,200 100% $146,200 FMO_1156 300Diameter Main NERANG STREET, SOUTHPORT 2056 441 $318,300 100% $318,300 FMO_1160 300Diameter Main SCARBOROUGH STREET, SOUTHPORT 2056 775 $559,100 100% $559,100 FMO_1166 750 Diameter Main MARINE PARADE, SOUTHPORT 2056 310 $1,242,500 100% $1,242,500

FMO_1168 300Diameter Main NORTH STREET, SOUTHPORT 2056 236 $167,700 100% $167,700 FMO_1174 300Diameter Main SCARBOROUGH STREET, SOUTHPORT 2056 323 $207,300 100% $207,300 FSW_1024 375 Diameter Main GOLD COAST HIGHWAY, ARUNDEL 2026 181 $183,800 100% $183,800

FSW_1026 375 Diameter Main OXLEY DRIVE, BIGGERA WATERS 2026 645 $655,200 100% $655,200 FWO_1178 600Diameter Main BROADBEACH BOULEVARD, BROADBEACH 2011 897 $1,395,800 100% $1,395,800 FNS_1042 300Diameter Main WINDERADEEN DRIVE, HIGHLAND PARK 2011 621 $433,600 100% $433,600 FNS_1058 200Diameter Main ALISON ROAD, CARRARA 2056 442 $215,800 100% $215,800 FWO_1056 375 Diameter Main GOLD COAST HIGHWAY, BROADBEACH 2005 17 $15,400 100% $15,400 FGL_1018 250 Diameter Main , WORONGARY 2006 385 $225,800 100% $225,800 FGL_1022 200Diameter Main THE PINNACLE, WORONGARY 2006 324 $158,500 100% $158,500 FGL_1028 200Diameter Main SAN FERNANDO DRIVE, WORONGARY 2006 371 $175,800 100% $175,800 FGL_1030 100Diameter Main SAN FERNANDO DRIVE, WORONGARY 2006 240 $71,100 100% $71,100 FSW_1084 200Diameter Main , PARKWOOD 2056 208 $101,600 100% $101,600 FSW_1070 200Diameter Main UPLANDS DRIVE, PARKWOOD 2056 214 $104,500 100% $104,500 FNS_1040 300Diameter Main WINDERADEEN DRIVE, HIGHLAND PARK 2011 511 $356,700 100% $356,700 FMO_1030 750 Diameter Main VIA ROMA, SURFERS PARADISE 2011 1136 $2,374,800 100% $2,374,800 FMO_1126 750 Diameter Main MUSGRAVE AVENUE, LABRADOR 2056 717 $1,729,600 100% $1,729,600 FNS_1046 300Diameter Main , NERANG 2011 147 $99,500 100% $99,500 FGL_1038 150 Diameter Main ARTHUR PAYNE COURT, WORONGARY 2006 17 $6,900 100% $6,900 FNS_1050 300Diameter Main ALEXANDER DRIVE, HIGHLAND PARK 2021 572 $399,400 100% $399,400 FNS_1052 300Diameter Main GILSTON ROAD, NERANG 2011 304 $212,100 100% $212,100

FNS_1054 250 Diameter Main PLATEAU CRESCENT, CARRARA 2056 373 $226,300 100% $226,300 FNS_1056 300Diameter Main McLAREN ROAD, NERANG 2011 195 $136,100 100% $136,100 FNS_1038 300Diameter Main ROAD, NERANG 2021 345 $240,800 100% $240,800

FSW_1014 750 Diameter Main OLSEN AVENUE, PARKWOOD 2021 822 $1,982,300 100% $1,982,300 FMO_1128 750 Diameter Main STEVENS STREET, SOUTHPORT 2056 312 $680,800 100% $680,800

138 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Total Cost IC Cost Description Year Length % IC Identification 2004$ 2004$ FMO_1130 750 Diameter Main GOLD COAST HIGHWAY, SOUTHPORT 2056 153 $359,900 100% $359,900 FMO_1132 750 Diameter Main MARINE PARADE, SOUTHPORT 2056 790 $1,726,500 100% $1,726,500 FMO_1134 750 Diameter Main , SOUTHPORT 2056 866 $1,728,000 100% $1,728,000 FSW_1002 750 Diameter Main ASHMORE ROAD, MOLENDINAR 2021 703 $1,576,500 100% $1,576,500 FSW_1004 750 Diameter Main , MOLENDINAR 2021 1177 $2,639,600 100% $2,639,600 FSW_1006 750 Diameter Main , MOLENDINAR 2021 310 $565,000 100% $565,000 FWO_1066 250 Diameter Main PHILIP AVENUE, BROADBEACH 2005 161 $90,600 100% $90,600 FSW_1010 750 Diameter Main OLSEN AVENUE, PARKWOOD 2021 777 $1,875,500 100% $1,875,500 FNS_1048 300Diameter Main EWAN COURT, NERANG 2021 464 $324,000 100% $324,000 FSW_1020 750 Diameter Main , MOLENDINAR 2021 163 $365,200 100% $365,200 FSW_1078 250 Diameter Main , PARKWOOD 2056 217 $131,500 100% $131,500 FSW_1080 250 Diameter Main , PARKWOOD 2056 401 $243,400 100% $243,400 FMO_1124 750 Diameter Main MUSGRAVE AVENUE, SOUTHPORT 2056 343 $794,800 100% $794,800 FSW_1082 250 Diameter Main , PARKWOOD 2056 161 $97,700 100% $97,700 FSW_1076 750 Diameter Main MUSGRAVE AVENUE, LABRADOR 2056 1150 $2,775,200 100% $2,775,200 FMO_1032 600Diameter Main ENDERLEY AVENUE, SURFERS PARADISE 2011 922 $1,434,500 100% $1,434,500

FSW_1008 250 Diameter Main , PARKWOOD 2021 343 $207,700 100% $207,700 750 Diameter Main NERANG BROADBEACH ROAD, CLEAR ISLAND FWO_1048 2006 591 $1,290,900 100% $1,290,900 WATERS FNE_1002 375 Diameter Main SOUTHPORT NERANG ROAD, NERANG 2016 750 $773,900 100% $773,900

FNS_1044 300Diameter Main WINDERADEEN DRIVE, HIGHLAND PARK 2011 164 $114,900 100% $114,900 FNE_1004 375 Diameter Main BEAUDESERT NERANG ROAD, NERANG 2016 896 $925,400 100% $925,400 FNE_1006 300Diameter Main BARTLETT AVENUE, NERANG 2016 708 $402,100 100% $402,100

FNE_1008 300Diameter Main BEAUDESERT NERANG RO, NERANG 2016 534 $303,200 100% $303,200 FNE_1012 250 Diameter Main , NERANG 2056 829 $502,700 100% $502,700 750 Diameter Main NERANG BROADBEACH ROAD, CLEAR ISLAND FWO_1050 2006 780 $1,482,500 100% $1,482,500 WATERS FWO_1052 600Diameter Main HOOKER BOULEVARD, BROADBEACH WATERS 2006 661 $1,028,800 100% $1,028,800 FMO_1004 225 Diameter Main CENTRAL STREET, LABRADOR 2005 158 $84,300 100% $84,300 FMO_1002 225 Diameter Main CENTRAL STREET, LABRADOR 2005 165 $87,800 100% $87,800 FGL_1032 200Diameter Main , WORONGARY 2011 714 $349,000 100% $349,000 FNS_1070 200Diameter Main ALISON ROAD, CARRARA 2016 190 $92,700 100% $92,700 FNS_1068 300Diameter Main , GILSTON 2056 338 $236,000 100% $236,000

FNS_1066 300Diameter Main GILSTON ROAD, GILSTON 2056 304 $205,300 100% $205,300 FSW_1086 600Diameter Main , ARUNDEL 2056 2020 $3,486,800 100% $3,486,800 FWO_1054 600Diameter Main GOLD COAST HIGHWAY, BROADBEACH 2011 472 $734,300 100% $734,300 FNS_1060 200Diameter Main ALISON ROAD, CARRARA 2056 269 $131,400 100% $131,400 FMO_1000 225 Diameter Main CENTRAL STREET, LABRADOR 2005 315 $170,700 100% $170,700 FNS_1062 250 Diameter Main MUREV WAY, CARRARA 2016 551 $333,800 100% $333,800 FNE_1010 250 Diameter Main BEAUDESERT NERANG RO, NERANG 2056 833 $504,800 100% $504,800 FNS_1064 300Diameter Main , NERANG 2056 535 $373,900 100% $373,900 Mudgeeraba Water Supply Financial Catchment FRO_1044 750 Diameter Main SCOTTSDALE DRIVE, ROBINA 2006 575 $1,289,500 100% $1,289,500 FMU_1062 250 Diameter Main VERONICA DRIVE, TALLAI 2016 218 $132,000 100% $132,000 FMU_1064 200Diameter Main VERONICA DRIVE, TALLAI 2016 51 $24,900 100% $24,900 FRO_1038 750 Diameter Main GEMVALE ROAD, MUDGEERABA 2006 838 $1,942,100 100% $1,942,100 FRO_1048 750 Diameter Main GEMVALE ROAD, MUDGEERABA 2006 340 $788,100 100% $788,100 FRO_1040 450 Diameter Main CHRISTINE AVENUE, ROBINA 2006 229 $300,900 100% $300,900 FRO_1042 600Diameter Main SCOTTSDALE DRIVE, ROBINA 2006 508 $913,700 100% $913,700

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 139 of 256

Item Total Cost IC Cost Description Year Length % IC Identification 2004$ 2004$ FRO_1000 375 Diameter Main CHELTENHAM DRIVE, ROBINA 2016 210 $210,300 100% $210,300 FMU_1000 200Diameter Main ADDER CREEK, BONOGIN 2007 247 $96,600 100% $96,600 FMU_1010 200Diameter Main DAVENPORT DRIVE, BONOGIN 2007 267 $126,200 100% $126,200 FRO_1046 750 Diameter Main GEMVALE ROAD, MUDGEERABA 2006 42 $98,200 100% $98,200 FRC_1020 250 Diameter Main , TALLEBUDGERA VALLEY 2011 460 $269,700 100% $269,700 FRC_1042 225 Diameter Main OBSERVATORY DRIVE, REEDY CREEK 2006 27 $14,300 100% $14,300 FMU_1016 200Diameter Main , BONOGIN 2007 499 $236,100 100% $236,100 FRC_1040 225 Diameter Main , REEDY CREEK 2006 233 $122,100 100% $122,100 FRC_1038 225 Diameter Main , REEDY CREEK 2006 349 $182,800 100% $182,800 FMU_1024 200Diameter Main , BONOGIN 2007 140 $66,100 100% $66,100 FRC_1032 225 Diameter Main OBSERVATORY DRIVE, REEDY CREEK 2006 213 $115,100 100% $115,100 FRC_1030 225 Diameter Main BARDEN RIDGE ROAD, REEDY CREEK 2006 399 $209,000 100% $209,000 FRC_1026 250 Diameter Main , REEDY CREEK 2011 528 $310,100 100% $310,100 FMU_1036 375 Diameter Main , TALLAI 2011 66 $66,300 100% $66,300 FRC_1022 250 Diameter Main , TALLEBUDGERA VALLEY 2011 459 $269,400 100% $269,400 FMU_1044 375 Diameter Main , MUDGEERABA 2011 282 $282,300 100% $282,300

FRC_1014 250 Diameter Main , REEDY CREEK 2016 371 $217,600 100% $217,600 FRC_1012 250 Diameter Main ROAD, BURLEIGH HEADS 2016 376 $235,100 100% $235,100 FRC_1006 250 Diameter Main BERMUDA STREET, BURLEIGH HEADS 2056 281 $165,100 100% $165,100

FRC_1004 250 Diameter Main , BURLEIGH HEADS 2056 247 $149,800 100% $149,800 FMU_1014 200Diameter Main , BONOGIN 2007 517 $244,400 100% $244,400 FMU_1008 200Diameter Main DAVENPORT DRIVE, BONOGIN 2007 309 $151,000 100% $151,000 FMU_1038 375 Diameter Main , TALLAI 2011 247 $247,500 100% $247,500

FMU_1040 375 Diameter Main , TALLAI 2011 186 $185,700 100% $185,700 FMU_1042 375 Diameter Main , TALLAI 2011 196 $195,600 100% $195,600 FRC_1024 250 Diameter Main , REEDY CREEK 2011 614 $360,400 100% $360,400

FRO_1032 250 Diameter Main GLASTONBURY DRIVE, MUDGEERABA 2021 86 $52,100 100% $52,100 FRC_1114 250 Diameter Main , REEDY CREEK 2011 385 $225,800 100% $225,800 FRC_1078 225 Diameter Main , REEDY CREEK 2006 1313 $687,900 100% $687,900 FWO_1170 375 Diameter Main CHAIRLIFT AVENUE EAS, MERMAID BEACH 2016 101 $184,800 100% $184,800 FMU_1076 250 Diameter Main BONOGIN ROAD, MUDGEERABA 2011 515 $312,200 100% $312,200 FBU_1020 600Diameter Main MARINE PARADE, MIAMI 2016 431 $1,159,500 100% $1,159,500 FMU_1096 200Diameter Main BUSH SWALLOW ROAD, BONOGIN 2007 76 $37,300 100% $37,300 FRO_1024 250 Diameter Main , ROBINA 2021 206 $120,800 100% $120,800 FRO_1016 600Diameter Main ROBINA PARKWAY, ROBINA 2056 117 $209,700 100% $209,700 FRO_1034 250 Diameter Main GLASTONBURY DRIVE, MUDGEERABA 2021 192 $116,200 100% $116,200 FBU_1010 300Diameter Main CHRISTINE AVENUE, MIAMI 2006 271 $173,700 100% $173,700 FRO_1030 250 Diameter Main NORTHAMPTON BOULEVAR, MUDGEERABA 2021 81 $48,900 100% $48,900 FRO_1028 300Diameter Main CHELTENHAM DRIVE, ROBINA 2016 243 $175,200 100% $175,200 FRO_1020 600Diameter Main ROBINA PARKWAY, ROBINA 2056 137 $236,600 100% $236,600 FRO_1018 600Diameter Main ROBINA PARKWAY, ROBINA 2056 242 $435,100 100% $435,100 FBU_1012 300Diameter Main CHRISTINE AVENUE, BURLEIGH WATERS 2006 118 $83,800 100% $83,800 FRO_1012 600Diameter Main ROBINA PARKWAY, ROBINA 2056 865 $1,492,700 100% $1,492,700 FRO_1014 600Diameter Main ROBINA PARKWAY, ROBINA 2056 262 $437,600 100% $437,600

FRO_1036 250 Diameter Main LANGPORT PARADE, MUDGEERABA 2021 184 $111,500 100% $111,500 FBU_1002 300Diameter Main CHRISTINE AVENUE, MIAMI 2005 184 $118,000 100% $118,000 FRC_1052 300Diameter Main , REEDY CREEK 2006 271 $183,400 100% $183,400

FWO_1164 600Diameter Main CHAIRLIFT AVENUE EAS, MIAMI 2016 24 $64,900 100% $64,900 FRC_1054 225 Diameter Main , REEDY CREEK 2006 43 $22,400 100% $22,400

140 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Total Cost IC Cost Description Year Length % IC Identification 2004$ 2004$ FRC_1058 225 Diameter Main OBSERVATORY DRIVE, REEDY CREEK 2006 728 $393,800 100% $393,800 FBU_1018 600Diameter Main MESSINES CRESCENT, MIAMI 2016 489 $691,800 100% $691,800 FMU_1086 250 Diameter Main , MUDGEERABA 2056 97 $58,500 100% $58,500 FMU_1084 250 Diameter Main , MUDGEERABA 2056 208 $126,200 100% $126,200 FRC_1116 250 Diameter Main , REEDY CREEK 2011 131 $77,000 100% $77,000 FBU_1000 225 Diameter Main CHRISTINE AVENUE, BURLEIGH HEADS 2005 10 $5,300 100% $5,300 FRO_1010 300Diameter Main MARKERI STREET, CLEAR ISLAND WATERS 2021 679 $462,500 100% $462,500 FBU_1004 300Diameter Main CHRISTINE AVENUE, MIAMI 2005 180 $115,500 100% $115,500 FRC_1124 150 Diameter Main THURSDAY DRIVE, TALLEBUDGERA VALLEY 2021 217 $86,500 100% $86,500 FBU_1006 300Diameter Main THE ESPLANADE, MIAMI 2005 4 $2,600 100% $2,600 FMU_1080 250 Diameter Main OLD COACH ROAD, MUDGEERABA 2056 93 $52,100 100% $52,100 FBU_1014 250 Diameter Main BURLEIGH STREET, BURLEIGH WATERS 2006 36 $17,500 100% $17,500 FMU_1078 250 Diameter Main BONOGIN ROAD, MUDGEERABA 2056 444 $269,100 100% $269,100 FBU_1008 300Diameter Main THE ESPLANADE, MIAMI 2005 6 $3,600 100% $3,600 FMU_1082 250 Diameter Main , MUDGEERABA 2056 102 $62,100 100% $62,100 Coolangatta Water Supply Financial Catchment

FCU_1012 375 Diameter Main , CURRUMBIN 2011 72 $48,000 100% $48,000 FCW_1002 250 Diameter Main SIMPSONS ROAD, CURRUMBIN WATERS 2056 142 $68,800 100% $68,800 FCW_1016 200Diameter Main TIERNEY DRIVE, CURRUMBIN WATERS 2016 578 $225,800 100% $225,800

FCU_1018 450 Diameter Main BIELBY STREET, TUGUN 2021 503 $587,100 100% $587,100 FCU_1014 450 Diameter Main CREST DRIVE, CURRUMBIN 2011 535 $552,300 100% $552,300 FCO_1000 300Diameter Main GARRICK STREET, COOLANGATTA 2026 238 $171,300 100% $171,300 FEL_1000 300Diameter Main PHILIPPINE PARADE, PALM BEACH 2021 200 $128,100 100% $128,100

FCU_1010 225 Diameter Main TOOLONA STREET, TUGUN 2005 244 $132,100 100% $132,100 FCU_1006 225 Diameter Main CHERUB STREET, TUGUN 2005 190 $106,200 100% $106,200 FCU_1002 225 Diameter Main TOOLONA STREET, TUGUN 2005 273 $137,400 100% $137,400

FCU_1016 450 Diameter Main GOLD COAST HIGHWAY, TUGUN 2011 725 $951,700 100% $951,700

Item Identification Description Year Total Cost 2004$

Pressure Reducing Valves

Beenleigh Water Supply Financial Catchment PRV1118 STANMORE ROAD 2011 $68,600 PRV1116 PASCOE RD, ORMEAU 2011 $40,300

PRV1114 PHILBEN DRIVE, ORMEAU 2011 $68,600 Pimpama Water Supply Financial Catchment PRV1072 EAST PIMPAMA #3A 2007 $68,600

PRV1080 WEST PIMPAMA #4 2011 $55,500 PRV1082 WEST PIMPAMA #5 2005 $55,500 PRV1076 WEST PIMPAMA #3 2008 $47,900 PRV1074 EAST PIMPAMA #4 2006 $55,500 PRV1078 WEST PIMPAMA #6 2006 $68,600 PRV1126 EAST PIMPAMA #2B 2056 $103,100

PRV1110 WEST PIMPAMA #6 2008 $103,100 PRV1112 JACOBS WELL 2011 $68,600 PRV1124 EAST PIMPAMA #3B 2056 $156,000

Coomera Water Supply Financial Catchment PRV1120 CASTLE HILL DR, NERANG 2011 $23,400 PRV1122 VICTORIA DR, PACIFIC PINES 2016 $28,900

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 141 of 256

Item Identification Description Year Total Cost 2004$ Molendinar Water Supply Financial Catchment PRV1060 SAN FERNANDO DR, WORONGARY 2006 $23,400 PRV1094 GLENROWAN DR, TALLAI 2007 $23,400 PRV1090 SAN FERNANDO DR, WORONGARY 2006 $23,400 PRV1106 UTOPIA CT, TALLAI 2011 $23,400 Mudgeeraba Water Supply Financial Catchment PRV1104 BARAKA CT, MUDGEERABA 2008 $23,400 Coolangatta Water Supply Financial Catchment PRV1096 RONELLE CT, TALLEBUDGERA 2011 $23,400 PRV1102 SIMPSONS RD, ELANORA 2011 $23,400 PRV1108 KILLARA ST, CURRUMBIN WATERS 2021 $23,400 PRV1100 RALEIGH TCE, CURRUMBIN WATERS 2011 $23,400

Total Cost IC Cost Item Identification and Description Year Kilowatt % IC 2004$ 2004$

Pumps Beenleigh Water Supply Financial Catchment FUTURE YATALA HLZ P1, ORMEAU 2056 170 $1,096,240 100% $1,096,240 Pimpama Water Supply Financial Catchment FUTURE OR1 MIRAMBEENA DR P1 & P2, PIMPAMA 2016 22 $208,590 100% $208,590 Coomera Water Supply Financial Catchment FUTURE MAUDSLAND RD P1, MAUDSLAND 2011 24 $303,280 100% $303,280 FUTURE STEPHENS ST P1, UPPER COOMERA 2007 84 $663,521 100% $663,521 FUTURE UC4 KOPPS RD P1, OXENFORD 2021 64 $448,033 100% $448,033 FUTURE OX4 TAMWORTH DR P1 & P2, HELENSVALE 2006 4 $42,345 100% $42,345

Molendinar Water Supply Financial Catchment FUTURE SUNNYVALE ST P1, ASHMORE 2011 14 $231,192 100% $231,192 FUTURE SP1 WOODLANDS WY P1, PARKWOOD 2006 26 $235,170 100% $235,170

FUTURE MA1 COUNTRY CRESCENT P1, NERANG 2056 16 $169,152 100% $169,152 FUTURE WOOLMERE ST P1, CARRARA 2011 4 $60,720 100% $60,720 FUTURE QUIGAN TCE P1, HIGHLAND PARK 2011 4 $60,720 100% $60,720

FUTURE DARYL RADNELL DR P1, WORONGARY 2006 16 $245,352 100% $245,352 FUTURE W5 DARYL RADNELL DR P1, WORONGARY 2006 14 $155,892 100% $155,892 Mudgeeraba Water Supply Financial Catchment

FUTURE MU10 TALLAI RD P1, TALLAI 2021 12 $142,408 100% $142,408 FUTURE MU2 EARLE CRT P1, TALLAI 2056 36 $298,270 100% $298,270 FUTURE SS5 OBSERVATORY DR P1 & P2, REEDY CREEK 2006 90 $689,400 100% $689,400

FUTURE T4 MONDAY DR P1, TALLEBUDGERA VALLEY 2021 10 $128,700 100% $128,700 FUTURE HARDYS RD P1, MUDGEERABA 2016 20 $273,000 100% $273,000 Coolangatta Water Supply Financial Catchment FUTURE T5 GOOLABAH DR P1, TALLEBUDGERA 2021 6 $68,085 100% $68,085

142 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Identification and Description Year Total Cost 2004$ % IC IC Cost 2004$

Reservoirs Beenleigh Water Supply Financial Catchment FUTURE WA5, EDENS LANDING - 550kL (ELEVATED) 2056 $2,100,000 100% $2,100,000 FUTURE DA4, OPPERMAN DR - 20ML 2026 $2,633,000 100% $2,633,000 FUTURE DA5, VENNOR DR - 200kL (ELEVATED) 2021 $369,000 100% $369,000 FUTURE WA4, WARUGA RD - 15ML 2056 $2,069,000 100% $2,069,000 Pimpama Water Supply Financial Catchment FUTURE CP1, PIMPAMA - 25ML 2006 $2,835,500 100% $2,835,500 FUTURE CP2, PIMPAMA - 30ML 2021 $3,038,000 100% $3,038,000 Coomera Water Supply Financial Catchment FUTURE N5, CASTLE HILL DR - 250kL (ELEVATED) 2056 $510,000 100% $510,000 FUTURE OX10, HELENSVALE - 35ML 2019 $3,544,000 100% $3,544,000 FUTURE MA3, MAUDSLAND - 5.0ML 2011 $1,352,000 100% $1,352,000 FUTURE MA4, MOUNT NATHAN - 200kL (ELEVATED) 2016 $369,000 100% $369,000 FUTURE UC3, UPPER COOMERA - 3.5ML 2007 $859,500 100% $859,500 FUTURE UC4, UPPER COOMERA - 3.5ML 2056 $859,500 100% $859,500 FUTURE OX9, HELENSVALE - 20ML 2006 $2,633,000 100% $2,633,000

Molendinar Water Supply Financial Catchment FUTURE W7, HIGHLAND PARK - 1.5ML 2021 $456,000 100% $456,000 FUTURE SP4, PAPERBARK CRT - 20ML 2016 $2,633,000 100% $2,633,000

FUTURE W6, CORAL COAST DR - 300kL 2031 $176,000 100% $176,000 FUTURE G3, CHOPIN CRT - 1.0ML 2056 $339,000 100% $339,000 FUTURE N4, BLUE HILL CT - 100kL (ELEVATED) 2021 $228,000 100% $228,000 FUTURE W5, SAN FERNANDO - 1.25ML 2006 $397,500 100% $397,500 FUTURE SP5, UPLANDS DR - 2.0ML 2006 $573,000 100% $573,000 Mudgeeraba Water Supply Financial Catchment FUTURE MU18, MUDGEERABA NTH - 7.2ML 2016 $1,484,000 100% $1,484,000 FUTURE BM2, BONOGIN - 2.5ML 2007 $650,500 100% $650,500 FUTURE SS7. SOMERSET DR - 10ML 2056 $1,724,000 100% $1,724,000 FUTURE SS6, OBSERVATORY - 3.0ML 2005 $728,000 100% $728,000

Coolangatta Water Supply Financial Catchment FUTURE T5, TALLE HEIGHTS - 300kL 2011 $176,000 100% $176,000 FUTURE CU2, ALBANY AVE - 6.0ML 2017 $1,412,000 100% $1,412,000

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 143 of 256

Table 2-64 Future Category 2 Recycled Water Supply Infrastructure

Item Total Cost IC Cost Description Year Length Diameter % IC Identification 2004$ 2004$

Pipes Beenleigh Recycled Water Supply District RW160050M GOLDMINE ROAD ORMEAU 2011 200 468 $221,300 100% $221,300 RW160069M GOLDMINE ROAD, ORMEAU 2011 250 22 $13,000 100% $13,000 STAPYLTON JACOBS WELL ROAD RW160035M 2056 200 468 $221,500 100% $221,500 ALBERTON RW160044M OFF GOLDMINE RD - ORMEAU 2011 250 403 $236,600 100% $236,600 RW160045M GOLDMINE ROAD ORMEAU 2011 250 522 $306,500 100% $306,500 RW160046M EGGERSDORF ROAD ORMEAU 2011 200 529 $250,200 100% $250,200

GERANIUM STREET, EGGERSDORF ROAD, RW160097M 2016 200 6121 $2,393,500 100% $2,393,500 PACIFIC HIGHWAY, RW160021M STANMORE ROAD YATALA 2056 200 1050 $324,400 100% $324,400 RW160049M GERANIUM STREET ORMEAU 2011 250 1197 $725,800 100% $725,800 RW160020M CHRISTENSEN ROAD STAPYLTON 2056 200 491 $232,300 100% $232,300 RW160082M GOLDMINE ROAD ORMEAU 2011 250 717 $421,000 100% $421,000

RW160053M HYDRANGEA STREET ORMEAU 2011 250 427 $258,700 100% $258,700 RW160055M BARRENJOEY DR - ORMEAU HILLS 2016 200 1023 $484,000 100% $484,000 RW160076M BARRENJOEY DRIVE ORMEAU HILLS 2016 250 833 $795,600 100% $795,600

RW160064M QUINNS HILL RD EAST - STAPYLTON 2056 250 694 $407,100 100% $407,100 RW160065M BURNSIDE ROAD GILBERTON 2056 250 3607 $1,382,000 100% $1,382,000 RW160068M GOLDMINE ROAD, ORMEAU 2011 250 17 $9,800 100% $9,800 RW160048M EGGERSDORF ROAD ORMEAU 2011 200 546 $267,000 100% $267,000 RW160010M QUINNS HILL ROAD EAST STAPYLTON 2056 200 626 $296,200 100% $296,200 RW160002M BURNSIDE ROAD STAPYLTON 2056 200 548 $259,300 100% $259,300 RW160003M BURNSIDE ROAD ORMEAU 2056 250 585 $366,100 100% $366,100 RW160004M CHRISTENSEN ROAD SOUTH 2056 200 554 $279,200 100% $279,200 RW160005M RAILWAY 2056 250 1070 $602,100 100% $602,100 RW160006M CHRISTENSEN ROAD STAPYLTON 2056 200 625 $295,600 100% $295,600 RW160007M CHRISTENSEN ROAD STAPYLTON 2056 200 407 $205,500 100% $205,500 STAPYLTON JACOBS WELL ROAD RW160030M 2056 200 802 $404,300 100% $404,300 STAPYLTON

STAPYLTON JACOBS WELL ROAD RW160009M 2056 200 847 $400,600 100% $400,600 STAPYLTON RW160018M PRAIRIE ROAD ORMEAU 2056 200 844 $425,500 100% $425,500 RW160011M OFF WOLLSHED ROAD - STAPYLTON 2056 200 845 $261,100 100% $261,100 RW160013M ROTARY PARK ROAD - ALBERTON 2056 200 796 $245,900 100% $245,900 RW160014M WOOLSHED ROAD STAPYLTON 2056 200 434 $133,900 100% $133,900 RW160015M BURNSIDE ROAD GILBERTON 2056 250 688 $404,000 100% $404,000 RW160017M BURNSIDE ROAD ORMEAU 2056 250 368 $230,500 100% $230,500 BRISBANE BEENLEIGH RD - EDENS RW210096M 2011 250 33 $19,200 100% $19,200 LANDING OFF STAPYLTON JACOBS WELL ROAD - RW160019M 2056 200 694 $328,500 100% $328,500 STAPYLTON STAPYLTON JACOBS WELL ROAD RW160008M 2056 200 715 $360,500 100% $360,500 STAPYLTON RW160093M OFF STANMORE RD - LUSCOMBE 2056 200 14 $6,800 100% $6,800 RW210001M GARDINER ROAD WATERFORD 2016 250 233 $136,600 100% $136,600 OFF BRISBANE BEENLEIGH RD - RW210038M 2011 200 281 $132,800 100% $132,800 HOLMVIEW RW210047M OFF WATERLINE CRES - WATERFORD 2011 250 514 $311,500 100% $311,500

144 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Total Cost IC Cost Description Year Length Diameter % IC Identification 2004$ 2004$ OFF BRISBANE BEENLEIGH RD - RW210039M 2011 200 855 $417,900 100% $417,900 HOLMVIEW RW160016M QUINNS HILL ROAD EAST STAPYLTON 2056 200 570 $176,200 100% $176,200 RW210041M GARDINER ROAD WATERFORD 2011 250 223 $130,900 100% $130,900 RW210042M OFF JASMINA PDA - WATERFORD 2011 250 264 $155,100 100% $155,100

RW210043M TEYS ROAD HOLMVIEW 2011 200 713 $337,500 100% $337,500 RW210046M HIGH ROAD BETHANIA 2011 200 326 $154,500 100% $154,500 BRISBANE BEENLEIGH ROAD EDENS RW210032M 2011 375 383 $383,400 100% $383,400 LANDING RW160077M BARRENJOEY DR - ORMEAU HILLS 2016 250 386 $226,200 100% $226,200 RW210033M BRISBANE BEENLEIGH ROAD BETHANIA 2011 200 534 $261,000 100% $261,000 RW160092M OFF STANMORE RD - LUSCOMBE 2056 200 32 $15,000 100% $15,000 RW160086M PEACHY RD - YATALA 2056 200 889 $420,700 100% $420,700 RW160087M PEACHEY ROAD YATALA 2056 200 993 $469,700 100% $469,700 RW160089M PEACHEY ROAD LUSCOMBE 2056 200 1016 $480,600 100% $480,600 RW160094M OFF STANMORE RD - YATALA 2056 200 15 $7,000 100% $7,000 RW160090M OFF STANMORE RD - YATALA 2056 200 32 $15,100 100% $15,100

OFF BRISBANE BEENLEIGH RD - EDENS RW210050M 2011 375 12 $11,200 100% $11,200 LANDING OFF BRISBANE BEENILEIGH RD - EDENS RW210049M 2011 250 15 $8,800 100% $8,800 LANDING OFF BRISBANE BEENLEIGH RD - EDENS RW210040M 2011 375 554 $535,900 100% $535,900 LANDING RW160095M THE PLATEAU ORMEAU HILLS 2016 250 231 $135,400 100% $135,400 RW210016M WURAGA ROAD HOLMVIEW 2016 200 607 $287,200 100% $287,200

RW210003M WURAGA ROAD BAHRS SCRUB 2016 200 495 $234,100 100% $234,100 RW210008M GARDINER ROAD WATERFORD 2011 250 146 $88,600 100% $88,600 RW210015M WURAGA ROAD HOLMVIEW 2016 200 655 $309,700 100% $309,700

RW210031M OFF TALLAGANDRA RD - HOLMVIEW 2011 200 741 $362,000 100% $362,000 RW210017M GARDINER ROAD WATERFORD 2011 250 281 $164,700 100% $164,700 RW210018M GARDINER ROAD WATERFORD 2011 250 368 $223,100 100% $223,100 RW210022M TEYS ROAD HOLMVIEW 2016 200 262 $123,800 100% $123,800 RW210030M TALLAGANDRA RD - HOLMVIEW 2011 200 496 $234,600 100% $234,600 RW210026M GARDINER RD - WATERFORD 2016 250 148 $87,100 100% $87,100 BRISBANE BEENLEIGH RD - EDENS RW210095M 2011 250 33 $19,600 100% $19,600 LANDING BRISBANE BEENLEIGH RD - EDENS RW210025M 2011 375 457 $457,300 100% $457,300 LANDING

RW210011M HIGH RD - WATERFORD 2011 200 198 $96,500 100% $96,500 Pimpama Recycled Water Supply District RW181053MF Trunk Main 2007 250 758 $474,000 100% $474,000 RW181062MF Trunk Main 2011 200 561 $265,500 100% $265,500 RW181061MF Trunk Main 2011 250 759 $459,900 100% $459,900 RW181060MF Trunk Main 2007 150 572 $228,100 100% $228,100 RW181058MF Trunk Main 2011 150 29 $11,300 100% $11,300 RW181057MF Trunk Main 2011 150 24 $9,500 100% $9,500 RW181056MF Trunk Main 2007 375 365 $365,000 100% $365,000 RW181054MF Trunk Main 2007 300 1067 $605,900 100% $605,900 RW181052MF Trunk Main 2007 375 979 $946,900 100% $946,900 RW181051MF Trunk Main 2011 200 1031 $487,900 100% $487,900 RW181049MF Trunk Main 2011 150 30 $11,400 100% $11,400

RW181048MF Trunk Main 2011 250 526 $318,800 100% $318,800

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 145 of 256

Item Total Cost IC Cost Description Year Length Diameter % IC Identification 2004$ 2004$ RW181047MF Trunk Main 2007 200 45 $20,300 100% $20,300 RW181055MF Trunk Main 2007 250 774 $375,500 100% $375,500 RW181038MF Trunk Main 2007 250 52 $30,500 100% $30,500 RW181024MF Trunk Main 2007 600 692 $832,700 100% $832,700 RW181029MF Trunk Main 2016 300 933 $530,100 100% $530,100 RW181030MF Trunk Main 2011 200 2205 $1,008,600 100% $1,008,600 RW181031MF Trunk Main 2011 200 872 $341,100 100% $341,100 RW181032MF Trunk Main 2011 200 51 $23,300 100% $23,300 RW181033MF Trunk Main 2007 250 1163 $563,800 100% $563,800 RW181034MF Trunk Main 2011 375 1208 $982,200 100% $982,200 RW181035MF Trunk Main 2011 300 59 $36,900 100% $36,900 RW181045MF Trunk Main 2007 250 149 $83,900 100% $83,900 RW181037MF Trunk Main 2011 250 91 $53,400 100% $53,400 RW181046MF Trunk Main 2011 250 791 $479,300 100% $479,300 RW181039MF Trunk Main 2007 250 62 $36,100 100% $36,100 RW181040MF Trunk Main 2007 450 30 $36,500 100% $36,500

RW181041MF Trunk Main 2011 250 934 $453,000 100% $453,000 RW181042MF Trunk Main 2007 300 104 $72,600 100% $72,600 RW181043MF Trunk Main 2011 250 1159 $702,600 100% $702,600

RW181072MF Trunk Main 2011 200 141 $66,700 100% $66,700 RW181044MF Trunk Main 2007 250 1231 $722,200 100% $722,200 RW181063MF Trunk Main 2011 250 522 $316,400 100% $316,400 RW181036MF Trunk Main 2011 300 45 $28,200 100% $28,200

RW181157MF Trunk Main 2011 150 27 $10,700 100% $10,700 RW181133MF Trunk Main 2007 200 483 $236,200 100% $236,200 RW181216MF Trunk Main 2007 450 313 $384,800 100% $384,800

RW181136MF Trunk Main 2007 450 657 $679,200 100% $679,200 RW181137MF Trunk Main 2007 150 533 $211,100 100% $211,100 RW181138MF Trunk Main 2011 200 871 $425,500 100% $425,500 RW181140MF Trunk Main 2007 150 255 $101,600 100% $101,600 RW181141MF Trunk Main 2011 200 356 $168,600 100% $168,600 RW181142MF Trunk Main 2007 150 58 $23,100 100% $23,100 RW181143MF Trunk Main 2007 150 753 $298,100 100% $298,100 RW181144MF Trunk Main 2007 150 213 $85,000 100% $85,000 RW181210MF Trunk Main 2007 200 191 $93,300 100% $93,300 RW181070MF Trunk Main 2007 250 897 $544,000 100% $544,000 RW181156MF Trunk Main 2007 150 77 $23,800 100% $23,800 RW181130MF Trunk Main 2007 525 805 $1,138,600 100% $1,138,600 RW181159MF Trunk Main 2011 250 475 $278,800 100% $278,800 RW181160MF Trunk Main 2007 375 432 $431,600 100% $431,600 RW181161ME Trunk Main 2006 250 184 $111,400 100% $111,400 RW181162ME Trunk Main 2006 250 225 $136,400 100% $136,400 RW181163MF Trunk Main 2007 375 91 $91,100 100% $91,100 RW181082MF Trunk Main 2007 375 316 $315,600 100% $315,600

RW181083MF Trunk Main 2007 200 48 $23,200 100% $23,200 RW181084MF Trunk Main 2007 200 131 $64,100 100% $64,100 RW181206MF Trunk Main 2007 200 100 $48,900 100% $48,900

RW181207MF Trunk Main 2007 200 55 $26,700 100% $26,700 RW181208MF Trunk Main 2007 200 29 $14,200 100% $14,200

146 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Total Cost IC Cost Description Year Length Diameter % IC Identification 2004$ 2004$ RW181059MF Trunk Main 2007 200 105 $51,400 100% $51,400 RW181078MF Trunk Main 2007 200 972 $460,100 100% $460,100 RW181065MF Trunk Main 2007 150 969 $386,600 100% $386,600 RW181066MF Trunk Main 2007 150 188 $75,200 100% $75,200 RW181067MF Trunk Main 2007 450 483 $613,600 100% $613,600 RW181068MF Trunk Main 2007 250 520 $315,100 100% $315,100 RW181069MF Trunk Main 2011 250 319 $193,400 100% $193,400 RW181023MF Trunk Main 2007 300 193 $134,900 100% $134,900 RW181071MF Trunk Main 2011 200 120 $56,600 100% $56,600 RW181000ME Trunk Main 2006 600 322 $556,100 100% $556,100 RW181073MF Trunk Main 2011 200 91 $44,700 100% $44,700 RW181074MF Trunk Main 2007 450 171 $210,200 100% $210,200 RW181075MF Trunk Main 2007 375 196 $202,500 100% $202,500 RW181132MF Trunk Main 2007 450 66 $81,600 100% $81,600 RW181077MF Trunk Main 2007 375 132 $132,400 100% $132,400 RW181131MF Trunk Main 2007 375 101 $97,600 100% $97,600

RW181079MF Trunk Main 2011 200 2077 $982,700 100% $982,700 RW181080MF Trunk Main 2007 300 641 $447,800 100% $447,800 RW181081MF Trunk Main 2011 300 1611 $1,125,200 100% $1,125,200

RW181093MF Highly Elevated Area Main 2011 200 396 $193,600 100% $193,600 RW181094MF Trunk Main 2007 300 688 $390,900 100% $390,900 RW181095MF Highly Elevated Area Main 2007 200 534 $252,900 100% $252,900 RW181096MF Trunk Main 2011 200 734 $358,800 100% $358,800

RW181097MF Trunk Main 2011 300 886 $599,100 100% $599,100 RW181121MF Trunk Main 2007 250 321 $155,500 100% $155,500 RW181122MF Trunk Main 2007 250 168 $102,000 100% $102,000

RW181125MF Trunk Main 2007 450 35 $42,700 100% $42,700 RW181064MF Trunk Main 2007 375 254 $262,200 100% $262,200 RW181076MF Trunk Main 2007 250 94 $55,300 100% $55,300 RW181205MF Trunk Main 2007 150 95 $29,300 100% $29,300 RW181115MF Trunk Main 2011 250 1359 $659,100 100% $659,100 RW181116MF Trunk Main 2007 250 550 $344,000 100% $344,000 RW1811215MF Trunk Main 2006 300 128 $86,500 100% $86,500 RW181118MF Trunk Main 2007 300 340 $229,700 100% $229,700 RW181119MF Trunk Main 2007 250 1144 $438,200 100% $438,200 RW181120MF Trunk Main 2007 200 150 $73,300 100% $73,300 RW181085MF Trunk Main 2007 300 326 $227,600 100% $227,600 RW181086MF Trunk Main 2011 150 66 $26,500 100% $26,500 RW181002MF Trunk Main 2007 300 620 $433,400 100% $433,400 RW181088MF Trunk Main 2007 150 26 $7,900 100% $7,900 RW181112MF Trunk Main 2007 250 635 $372,700 100% $372,700 RW181089ME Trunk Main 2006 250 347 $210,400 100% $210,400 RW181090MF Trunk Main 2007 300 443 $299,400 100% $299,400 RW181091MF Trunk Main 2007 250 255 $123,500 100% $123,500

RW181092MF Trunk Main 2007 200 478 $233,400 100% $233,400 RW181164MF Trunk Main 2007 250 75 $45,300 100% $45,300 RW181165MF Trunk Main 2007 250 78 $47,400 100% $47,400

RW181166MF Trunk Main 2007 300 175 $122,000 100% $122,000 RW181167MF Trunk Main 2007 250 9 $5,500 100% $5,500

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 147 of 256

Item Total Cost IC Cost Description Year Length Diameter % IC Identification 2004$ 2004$ RW181168MF Trunk Main 2007 250 501 $303,400 100% $303,400 RW181087MF Trunk Main 2011 150 48 $19,100 100% $19,100 RW181100MF Highly Elevated Area Main 2011 150 387 $148,500 100% $148,500 RW181145MF Trunk Main 2011 150 473 $181,400 100% $181,400 RW181146MF Trunk Main 2011 150 173 $68,900 100% $68,900 RW181147MF Trunk Main 2007 250 20 $9,600 100% $9,600 RW181148MF Trunk Main 2011 150 159 $63,500 100% $63,500 RW181151MF Trunk Main 2011 200 104 $49,000 100% $49,000 RW181152MF Trunk Main 2011 150 270 $107,800 100% $107,800 RW181153MF Trunk Main 2007 200 21 $10,100 100% $10,100 RW181154MF Trunk Main 2007 200 57 $27,400 100% $27,400 RW181155MF Trunk Main 2007 200 239 $93,400 100% $93,400 RW181114MF Trunk Main 2007 250 122 $73,900 100% $73,900 RW181099MF Trunk Main 2011 200 570 $269,500 100% $269,500 RW181113MF Trunk Main 2007 300 377 $263,300 100% $263,300 RW181101MF Highly Elevated Area Main 2006 150 419 $167,200 100% $167,200

RW181102MF Highly Elevated Area Main 2011 150 187 $71,900 100% $71,900 RW181103MF Trunk Main 2011 250 111 $65,100 100% $65,100 RW181104MF Trunk Main 2007 375 528 $544,900 100% $544,900

RW181105MF Trunk Main 2007 375 1139 $1,102,400 100% $1,102,400 RW181109MF Trunk Main 2011 200 823 $402,300 100% $402,300 RW181110MF Trunk Main 2007 375 1013 $913,700 100% $913,700 RW181111MF Trunk Main 2011 200 1853 $572,200 100% $572,200

RW181175MF Trunk Main 2007 250 139 $84,400 100% $84,400 RW181098MF Highly Elevated Area Main 2011 150 375 $149,800 100% $149,800 RW181012MF Trunk Main 2011 200 2415 $1,171,100 100% $1,171,100

RW181169MF Trunk Main 2007 250 103 $62,400 100% $62,400 RW181209MF Trunk Main 2007 200 121 $59,300 100% $59,300 RW181134MF Trunk Main 2006 375 531 $513,700 100% $513,700 RW181117MF Trunk Main 2006 225 567 $297,100 100% $297,100 RW181001ME Trunk Main 2006 300 234 $163,700 100% $163,700 RW181004MF Trunk Main 2007 150 904 $347,000 100% $347,000 RW181005MF Trunk Main 2011 200 1364 $655,800 100% $655,800 RW181007MF Trunk Main 2011 250 2293 $1,367,600 100% $1,367,600 RW181008MF Trunk Main 2011 710 44 $85,600 100% $85,600 RW181201MF Trunk Main 2007 450 1924 $1,868,100 100% $1,868,100 RW181011MF Trunk Main 2011 710 37 $72,800 100% $72,800 RW181200MF Trunk Main 2007 250 350 $205,700 100% $205,700 RW181013MF Trunk Main 2011 200 1588 $751,200 100% $751,200 RW181014MF Trunk Main 2007 250 718 $421,200 100% $421,200 RW181015MF Highly Elevated Area Main 2011 200 200 $97,600 100% $97,600 RW181016MF Trunk Main 2011 250 258 $156,500 100% $156,500 RW181017MF Retic/ Fire Flow Main 2007 150 994 $381,500 100% $381,500 RW181018MF Retic/ Fire Flow Main 2007 150 1476 $566,300 100% $566,300

RW181019MF Trunk Main 2007 200 283 $138,200 100% $138,200 RW181020MF Trunk Main 2011 200 1083 $512,400 100% $512,400 RW181021MF Trunk Main 2007 250 423 $256,200 100% $256,200

RW181009MF Trunk Main 2016 200 461 $180,400 100% $180,400 RW181189MF Trunk Main 2011 250 1637 $929,000 100% $929,000

148 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Total Cost IC Cost Description Year Length Diameter % IC Identification 2004$ 2004$ RW181022MF Trunk Main 2007 150 1373 $526,800 100% $526,800 RW181176MF Trunk Main 2011 150 270 $107,700 100% $107,700 RW181177MF Trunk Main 2007 300 54 $37,500 100% $37,500 RW181179MF Trunk Main 2007 300 72 $50,500 100% $50,500 RW181180MF Trunk Main 2007 300 90 $62,800 100% $62,800 RW181181MF Trunk Main 2007 300 98 $68,100 100% $68,100 RW181182MF Trunk Main 2007 300 73 $51,300 100% $51,300 RW181185MF Trunk Main 2007 300 95 $66,700 100% $66,700 RW181186MF Trunk Main 2011 250 1293 $733,500 100% $733,500 RW181202MF Trunk Main 2007 525 1010 $1,263,900 100% $1,263,900 RW181188MF Trunk Main 2011 250 1215 $689,300 100% $689,300 RW181173MF Trunk Main 2007 375 234 $234,300 100% $234,300 RW181190MF Trunk Main 2007 450 401 $509,500 100% $509,500 RW181191MF Trunk Main 2011 375 637 $517,900 100% $517,900 RW181192MF Trunk Main 2007 375 624 $603,700 100% $603,700 RW181193MF Trunk Main 2007 375 750 $774,600 100% $774,600

RW181194MF Trunk Main 2007 375 757 $732,100 100% $732,100 RW181195MF Trunk Main 2011 200 1217 $475,800 100% $475,800 RW181196MF Trunk Main 2007 450 1068 $1,356,500 100% $1,356,500

RW181197MF Trunk Main 2007 375 573 $572,500 100% $572,500 RW181198MF Trunk Main 2007 300 836 $564,800 100% $564,800 RW181187MF Trunk Main 2011 200 2130 $657,800 100% $657,800

Total Cost IC Cost Item Identification Description Year Diameter % IC 2004$ 2004$

Pressure Reducing Valves Pimpama Recycled Water Supply District RW160066V PRV 2056 250.00 $55,500 100% $55,500

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 149 of 256

Item Total Cost IC Cost Description Year Kilowatt % IC Identification 2004$ 2004$

Pumps Beenleigh Recycled Water Supply District GOLDMINE ROAD, ORMEAU, ZONE 3 NORTH, RW160051P1 2011 19 $269,500 100% $269,500 ORMEAU GOLDMINE ROAD, ORMEAU, ZONE 3 SOUTH, RW160051P2 2016 46 $456,700 100% $456,700 ORMEAU GOLDMINE ROAD, ORMEAU, ZONE 3 SOUTH, RW160051P3 2036 46 $456,700 100% $456,700 ORMEAU GOLDMINE ROAD, ORMEAU, ZONE 3 NORTH, RW160057P1 2011 18 $265,700 100% $265,700 ORMEAU GOLDMINE ROAD, ORMEAU, ZONE 3 NORTH, RW160057P2 2021 48 $466,200 100% $466,200 ORMEAU GOLDMINE ROAD, ORMEAU, ZONE 3 NORTH, RW160057P3 2041 48 $466,200 100% $466,200 ORMEAU RW160071P ENKLEMAN ROAD, LUSCOMBE, ZONE 2, YATALA 2056 53 $500,000 100% $500,000 LOGAN RIVER ROAD, EDENS LANDING, BEENLEIGH RW210030P1 2011 20 $273,000 100% $273,000 HLZ, EDENS LANDING LOGAN RIVER ROAD, EDENS LANDING, BEENLEIGH RW210030P2 2021 80 $645,300 100% $645,300 HLZ, EDENS LANDING LOGAN RIVER ROAD, EDENS LANDING, BEENLEIGH RW210030P3 2041 80 $645,300 100% $645,300 HLZ, EDENS LANDING Pimpama Recycled Water Supply District RW183000PF Days Road Transfer Pump, UPPER COOMERA 2007 101 $760,900 100% $760,900 RW183001PF Coomera Waters HLZ Pump, COOMERA 2011 11 $207,500 100% $207,500

RW183002PF Coomera Springs HLZ Pump, UPPER COOMERA 2011 21 $281,400 100% $281,400 RW183003PF Colman Road HLZ Pump, COOMERA 2011 4 $63,200 100% $63,200 RW183005PF Coomera Town Centre HLZ Pump, COOMERA 2007 53 $497,300 100% $497,300

RW183006PF Jacobs Well Transfer Pump, PIMPAMA 2011 23 $296,800 100% $296,800 RW183007PF Jacobs Well LLZ Pump, JACOBS WELL 2011 84 $663,900 100% $663,900 RW183008PF Cabbage Tree Transfer Pump, JACOBS WELL 2011 2 $46,100 100% $46,100

RW183009PF Cabbage Tree LLZ Pump, STEIGLITZ 2011 25 $314,100 100% $314,100

Item Identification Description Year Total Cost 2004$ % IC IC Cost 2004$

Reservoirs

Beenleigh Recycled Water Supply District RW210049R Elevated Reservoir- Beenleigh HLZ- 12500kL 2006 $1,877,200 100% $1,877,200 RW160068R Elevated Reservoir- Zone 2-2500kL 2056 $644,900 100% $644,900 RW160066R Elevated Reservoir-Zone 4-3055kL 2016 $735,800 100% $735,800 RW160067R Elevated Reservoir- Zone 1- 2500kL 2056 $644,900 100% $644,900 Pimpama Recycled Water Supply District RW185004TF Cabbage Tree Point GL Res 2011 $1,618,400 100% $1,618,400 RW185003TF Jacobs Well GL Res 2011 $462,100 100% $462,100 RW185002TF 25ML Cunningham Drive No 2 2021 $2,695,700 100% $2,695,700 RW185001TF 8ML Days Road 2007 $1,532,000 100% $1,532,000 RW185000TF 25ML Cunningham Drive No 1 2007 $2,695,700 100% $2,695,700

150 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Table 2-65 Future Category 2 Wastewater Infrastructure

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$

Pipes Beenleigh Wastewater Financial Catchment 1/1PS06 / 2/1PS06 -2006 -78 Gravity Sewer - 300Dia - 4.39 m 2006 $2,600 60% $1,600 1/2 / S097-00529M -2006 -86 Gravity Sewer - 375 Dia - 6.97 m 2006 $2,400 1% $0 1/3PS06 / PS06 -2006 -17 Gravity Sewer - 300Dia - 12.13 m 2006 $5,100 100% $5,100 1/BE20 / S101-00594M -2006 -57 Gravity Sewer - 400Dia - 95.33 m 2006 $49,000 67% $32,800 1/BE43 / 10/BE20 -2006 -77 Gravity Sewer - 225 Dia - 79.25 m 2006 $20,500 82% $16,800 1/WA21 / 2/WA21 -2006 -88 Gravity Sewer - 300Dia - 19.46 m 2006 $8,500 100% $8,500 1/WA8 / 8/WA9 -2006 -34 Gravity Sewer - 525 Dia - 72.13 m 2006 $71,100 98% $69,700 1/WA9 / BE47 -2006 -55 Gravity Sewer - 900Dia - 175.11 m 2006 $292,800 65% $190,300 10/BE20 / 9/BE20 -2006 -63 Gravity Sewer - 225 Dia - 100.7 m 2006 $32,700 65% $21,200 10/BE20-1 / 9/BE20-1 -2006 -68 Gravity Sewer - 525 Dia - 207.72 m 2006 $163,000 60% $97,800 10/WA9 / 10A/WA9 -2006 -42 Gravity Sewer - 700Dia - 11.58 m 2006 $14,300 88% $12,600 10A/WA9 / 9/WA9 -2006 -43 Gravity Sewer - 700Dia - 149.89 m 2006 $185,700 88% $163,400 11/WA9 / 10/WA9 -2006 -41 Gravity Sewer - 700Dia - 146.79 m 2006 $217,900 88% $191,700 12/WA9 / 12A/WA9 -2006 -39 Gravity Sewer - 700Dia - 10.78 m 2006 $10,300 88% $9,000 12A/WA9 / 11/WA9 -2006 -40 Gravity Sewer - 700Dia - 102.44 m 2006 $103,700 88% $91,300

13/WA9 / 12/WA9 -2006 -38 Gravity Sewer - 700Dia - 225.69 m 2006 $228,500 88% $201,100 14/WA9 / 13/WA9 -2006 -37 Gravity Sewer - 450 Dia - 13.58 m 2006 $8,800 80% $7,000 14A/WA9 / 14/WA9 -2016 -185 Gravity Sewer - 450 Dia - 17.1 m 2016 $14,300 84% $12,000 2/1PS06 / 3/PS06 -2006 -79 Gravity Sewer - 300Dia - 36.02 m 2006 $19,000 74% $14,100

2/BE20 / 1/BE20 -2006 -58 Gravity Sewer - 300Dia - 56.36 m 2006 $21,400 70% $15,000 2/BE20-1 / S101-00734M -2006 -76 Gravity Sewer - 525 Dia - 5.64 m 2006 $6,000 56% $3,400 2/WA21 / 3/WA21 -2006 -2 Gravity Sewer - 300Dia - 17.23 m 2006 $9,400 90% $8,500

2/WA8 / 1/WA8 -2006 -36 Gravity Sewer - 525 Dia - 180.74 m 2006 $126,200 98% $123,700 2/WA9 / 1/WA9 -2006 -54 Gravity Sewer - 900Dia - 60.36 m 2006 $85,100 75% $63,800 3/BE20 / 2/BE20 -2006 -60 Gravity Sewer - 300Dia - 108.72 m 2006 $44,300 70% $31,000 3/BE20-1 / 2/BE20-1 -2006 -75 Gravity Sewer - 525 Dia - 120 m 2006 $110,500 60% $66,300 3/PS06 / 4/PS06 -2006 -80 Gravity Sewer - 300Dia - 85.2 m 2006 $35,200 74% $26,100 3/WA21 / PS04 -2006 -3 Gravity Sewer - 300Dia - 7.45 m 2006 $5,300 75% $4,000 3/WA8 / S103-WA8 -2006 -32 Gravity Sewer - 400Dia - 0.65 m 2006 $400 100% $400 3/WA9 / 3A/WA9 -2006 -52 Gravity Sewer - 900Dia - 7.12 m 2006 $11,500 53% $6,100 3A/WA9 / 2/WA9 -2006 -53 Gravity Sewer - 900Dia - 173.62 m 2006 $281,300 66% $185,600 4/BE20 / 3/BE20 -2006 -59 Gravity Sewer - 300Dia - 111.99 m 2006 $45,600 68% $31,000 4/BE20-1 / 3/BE20-1 -2006 -74 Gravity Sewer - 525 Dia - 126.31 m 2006 $124,500 61% $76,000 4/PS06 / 5/PS06 -2006 -81 Gravity Sewer - 300Dia - 59.36 m 2006 $24,500 86% $21,100 4/WA21 / PS04 -2006 -35 Gravity Sewer - 750 Dia - 6.01 m 2006 $9,600 63% $6,000 4/WA9 / 3/WA9 -2006 -51 Gravity Sewer - 900Dia - 33.67 m 2006 $55,800 72% $40,200 5/BE20 / 4/BE20 -2006 -61 Gravity Sewer - 300Dia - 110.81 m 2006 $44,000 65% $28,600 5/BE20-1 / 4/BE20-1 -2006 -73 Gravity Sewer - 525 Dia - 78.35 m 2006 $54,700 61% $33,400 5/PS06 / 6/PS06 -2006 -82 Gravity Sewer - 525 Dia - 189.98 m 2006 $227,200 58% $131,800 5/WA9 / 5A/WA9 -2006 -49 Gravity Sewer - 900Dia - 10.21 m 2006 $15,600 50% $7,800

5A/WA9 / 4/WA9 -2006 -50 Gravity Sewer - 900Dia - 176.22 m 2006 $286,700 64% $183,500 6/BE20 / 5/BE20 -2006 -62 Gravity Sewer - 300Dia - 143.77 m 2006 $53,500 55% $29,400 6/BE20-1 / 5/BE20-1 -2006 -72 Gravity Sewer - 525 Dia - 49.13 m 2006 $48,400 61% $29,500

6/PS06 / 7/PS06 -2006 -83 Gravity Sewer - 525 Dia - 234.29 m 2006 $286,700 63% $180,600 6/WA9 / 6A/WA9 -2006 -47 Gravity Sewer - 900Dia - 5.74 m 2006 $8,200 48% $4,000

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 151 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ 6A/WA9 / 5/WA9 -2006 -48 Gravity Sewer - 900Dia - 206.54 m 2006 $291,000 62% $180,400 7/BE20 / 6/BE20 -2006 -66 Gravity Sewer - 225 Dia - 58.11 m 2006 $17,700 51% $9,000 7/BE20-1 / 6/BE20-1 -2006 -71 Gravity Sewer - 525 Dia - 74.42 m 2006 $73,400 61% $44,700 7/PS06 / 8/PS06 -2006 -84 Gravity Sewer - 525 Dia - 161.21 m 2006 $192,800 63% $121,500 7/WA9 / 6/WA9 -2006 -46 Gravity Sewer - 700Dia - 173.14 m 2006 $198,300 83% $164,600 8/BE20 / 7/BE20 -2006 -65 Gravity Sewer - 225 Dia - 18.34 m 2006 $7,500 46% $3,500 8/BE20-1 / 7/BE20-1 -2006 -70 Gravity Sewer - 525 Dia - 110.47 m 2006 $108,900 59% $64,200 8/PS06 / PS06 -2006 -85 Gravity Sewer - 525 Dia - 130.11 m 2006 $155,600 63% $98,000 8/WA9 / 7/WA9 -2006 -45 Gravity Sewer - 700Dia - 62.38 m 2006 $63,500 86% $54,600 9/BE20 / 8/BE20 -2006 -64 Gravity Sewer - 225 Dia - 99.22 m 2006 $40,700 61% $24,800 9/BE20-1 / 8/BE20-1 -2006 -69 Gravity Sewer - 525 Dia - 200m 2006 $139,600 61% $85,200 9/WA9 / 8/WA9 -2006 -44 Gravity Sewer - 700Dia - 157.9 m 2006 $207,900 89% $185,000 901 / 903 -2011 -138 Gravity Sewer - 375 Dia - 57.1 m 2011 $52,400 63% $33,000 902 / 901 -2011 -137 Gravity Sewer - 375 Dia - 110.97 m 2011 $91,400 38% $34,700 903 / BE05524 -2011 -139 Gravity Sewer - 375 Dia - 68.96 m 2011 $46,300 58% $26,900 904 / BE05532 -2011 -132 Gravity Sewer - 375 Dia - 73.14 m 2011 $49,200 77% $37,800

905 / 906 -2011 -135 Gravity Sewer - 375 Dia - 100.85 m 2011 $66,100 78% $51,500 906 / BE05525 -2011 -134 Gravity Sewer - 375 Dia - 23.1 m 2011 $15,100 80% $12,100 BE01215 / 902 -2011 -148 Gravity Sewer - 375 Dia - 12.84 m 2011 $6,700 48% $3,200

BE01230 / 901 -2011 -141 Gravity Sewer - 375 Dia - 57.3 m 2011 $47,200 99% $46,700 BE04001 / BE04002 -2016 -202 Gravity Sewer - 525 Dia - 65.19 m 2016 $84,000 73% $61,300 BE04002 / BE04003 -2016 -200 Gravity Sewer - 525 Dia - 33.12 m 2016 $40,500 71% $28,800 BE04003 / BE04004 -2016 -198 Gravity Sewer - 525 Dia - 38.42 m 2016 $47,000 72% $33,800

BE04004 / BE04006 -2016 -199 Gravity Sewer - 525 Dia - 32.39 m 2016 $41,700 75% $31,300 BE04006 / BE04007 -2016 -197 Gravity Sewer - 525 Dia - 149.31 m 2016 $192,300 73% $140,400 BE04007 / BE04008 -2016 -201 Gravity Sewer - 525 Dia - 30.23 m 2016 $38,900 73% $28,400

BE04008 / 5/PS06 -2016 -203 Gravity Sewer - 525 Dia - 227.23 m 2016 $292,700 73% $213,700 BE05524 / BE05525 -2011 -140 Gravity Sewer - 375 Dia - 24.88 m 2011 $16,700 69% $11,500 BE05525 / BE05526 -2011 -143 Gravity Sewer - 525 Dia - 157.34 m 2011 $165,000 62% $102,300 BE05526 / BE05527 -2011 -146 Gravity Sewer - 525 Dia - 199.29 m 2011 $152,200 60% $91,300 BE05527 / BE05528 -2011 -147 Gravity Sewer - 525 Dia - 86.3 m 2011 $65,900 58% $38,200 BE05528 / BE05529 -2011 -145 Gravity Sewer - 525 Dia - 108.59 m 2011 $82,900 62% $51,400 BE05529 / BE05802 -2011 -144 Gravity Sewer - 525 Dia - 60.69 m 2011 $46,300 61% $28,300 BE05530 / BE05531 -2011 -136 Gravity Sewer - 375 Dia - 18.74 m 2011 $12,600 78% $9,800 BE05531 / 904 -2011 -133 Gravity Sewer - 375 Dia - 14.85 m 2011 $9,700 78% $7,600 BE05532 / 905 -2011 -131 Gravity Sewer - 375 Dia - 40.49 m 2011 $26,500 78% $20,700 BE05554 / BE05555 -2011 -156 Gravity Sewer - 300Dia - 17.83 m 2011 $7,300 68% $5,000 BE05555 / BE05556 -2011 -157 Gravity Sewer - 300Dia - 27.78 m 2011 $11,800 68% $8,000 BE05556 / BE05557 -2011 -153 Gravity Sewer - 300Dia - 116.4 m 2011 $50,600 67% $33,900 BE05557 / BE05558 -2011 -152 Gravity Sewer - 300Dia - 178.41 m 2011 $77,600 67% $52,000 BE05558 / BE05551 -2011 -154 Gravity Sewer - 300Dia - 73.64 m 2011 $29,300 69% $20,200 BE05802 / BE47 -2011 -142 Gravity Sewer - 525 Dia - 106.01 m 2011 $109,200 67% $73,200 BE47 / TP -2006 -206 Rising Main - 600Dia - 5049.38 m 2006 $9,009,900 100% $9,009,900 BE47 / TP -2056 -232 Rising Main - 450 Dia - 4455.27 m 2056 $5,507,400 100% $5,507,400

BEFPS8003 / PS8001 -2011 -151 Gravity Sewer - 225 Dia - 37.11 m 2011 $9,900 58% $5,700 BEPS3001 / BEPS3002 -2011 -104 Gravity Sewer - 375 Dia - 287.36 m 2011 $163,500 79% $129,100 BEPS3002 / PS04 -2011 -105 Gravity Sewer - 375 Dia - 309.09 m 2011 $202,800 77% $156,100

BERMBE02-19 / TO STAPYLTON -2056 -231 Rising Main - 600Dia - 840 m 2056 $1,404,400 100% $1,404,400 BERMBE20-01 / BERMBE20-02 -2056 -227 Rising Main - 300Dia - 18.582 m 2056 $12,100 100% $12,100

152 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ PART OF BE1 RM / TP -2006 -209 Rising Main - 300Dia - 63.58 m 2006 $41,200 100% $41,200 PART OF WA1 RM / S103-WA8 -2006 -208 Rising Main - 375 Dia - 2563.93 m 2006 $2,450,400 100% $2,450,400 PS03 / BEPS3001 -2011 -207 Rising Main - 300Dia - 1309.15 m 2011 $849,300 91% $772,900 PS3011 / PS3012 -2016 -168 Gravity Sewer - 300Dia - 89.37 m 2016 $27,200 62% $16,800 PS3012 / WA02001 -2016 -169 Gravity Sewer - 300Dia - 44.6 m 2016 $19,400 69% $13,400 PS6 / TP -2006 -205 Rising Main - 375 Dia - 3950.05 m 2006 $3,683,000 100% $3,683,000 PS6 / TP -2006 -233 Rising Main - 375 Dia - 51.26 m 2006 $32,700 100% $32,700 PS8001 / PS8002 -2011 -149 Gravity Sewer - 225 Dia - 571.45 m 2011 $147,900 68% $100,500 PS8002 / BE43 -2011 -150 Gravity Sewer - 225 Dia - 16.08 m 2011 $4,200 77% $3,200 S096-BE34 / BERMBE34-02 -2056 -228 Rising Main - 250 Dia - 32.04 m 2056 $13,300 100% $13,300 S097-00037M / 1/3PS06 -2006 -15 Gravity Sewer - 300Dia - 5.81 m 2006 $2,500 76% $1,900 S097-00038M / S097-00037M -2006 -14 Gravity Sewer - 300Dia - 58.4 m 2006 $25,500 99% $25,200 S097-00039M / S097-00038M -2006 -13 Gravity Sewer - 300Dia - 44.92 m 2006 $15,500 98% $15,200 S097-00040M / S097-00039M -2006 -12 Gravity Sewer - 300Dia - 57.23 m 2006 $17,400 89% $15,500 S097-00041M / S097-00040M -2006 -11 Gravity Sewer - 300Dia - 48.87 m 2006 $14,900 92% $13,700 S097-00042M / S097-00041M -2006 -10 Gravity Sewer - 300Dia - 47.04 m 2006 $14,300 87% $12,400

S097-00043M / S097-00042M -2006 -9 Gravity Sewer - 300Dia - 42.96 m 2006 $13,100 91% $11,900 S097-00044M / S097-00043M -2006 -8 Gravity Sewer - 300Dia - 21.58 m 2006 $6,600 100% $6,600 S097-00045M / S097-00044M -2006 -7 Gravity Sewer - 300Dia - 28.92 m 2006 $9,200 94% $8,600

S097-00050M / S097-00045M -2006 -6 Gravity Sewer - 300Dia - 51.81 m 2006 $15,800 90% $14,200 S097-00099M / 1/2 -2006 -31 Gravity Sewer - 375 Dia - 26.71 m 2006 $9,300 100% $9,300 S097-00100M / S097-00099M -2006 -30 Gravity Sewer - 375 Dia - 60.26 m 2006 $21,600 82% $17,700 S097-00101M / S097-00100M -2006 -29 Gravity Sewer - 375 Dia - 63.38 m 2006 $22,800 90% $20,500

S097-00102M / S097-00101M -2006 -28 Gravity Sewer - 375 Dia - 90.9 m 2006 $31,600 87% $27,500 S097-00103M / S097-00102M -2006 -27 Gravity Sewer - 375 Dia - 90.01 m 2006 $35,600 88% $31,300 S097-00104M / S097-00103M -2006 -26 Gravity Sewer - 375 Dia - 95 m 2006 $33,000 87% $28,700

S097-00105M / S097-00104M -2006 -25 Gravity Sewer - 375 Dia - 36.73 m 2006 $12,800 84% $10,700 S097-00106M / S097-00105M -2006 -24 Gravity Sewer - 375 Dia - 35.09 m 2006 $12,200 85% $10,400 S097-00108M / S097-00109M -2006 -18 Gravity Sewer - 375 Dia - 90.28 m 2006 $51,400 67% $34,400 S097-00109M / S097-00110M -2006 -19 Gravity Sewer - 375 Dia - 89.49 m 2006 $48,200 96% $46,300 S097-00110M / S097-00111M -2006 -20 Gravity Sewer - 375 Dia - 86.62 m 2006 $31,100 100% $31,100 S097-00111M / S097-00521M -2006 -21 Gravity Sewer - 375 Dia - 37.64 m 2006 $13,500 100% $13,500 S097-00112M / S097-00113M -2006 -22 Gravity Sewer - 375 Dia - 78.98 m 2006 $31,200 96% $29,900 S097-00113M / S097-00106M -2006 -23 Gravity Sewer - 375 Dia - 70.92 m 2006 $28,000 100% $28,000 S097-00316M / S097-00317M -2016 -165 Gravity Sewer - 375 Dia - 86.13 m 2016 $49,000 100% $49,000 S097-00317M / S097-00318M -2016 -166 Gravity Sewer - 375 Dia - 47.42 m 2016 $27,000 100% $27,000 S097-00318M / S097-00108M -2016 -167 Gravity Sewer - 375 Dia - 69.06 m 2016 $39,300 100% $39,300 S097-00421M / S097-00422M -2016 -161 Gravity Sewer - 375 Dia - 46.54 m 2016 $25,100 100% $25,100 S097-00422M / S097-00423M -2016 -162 Gravity Sewer - 375 Dia - 71.65 m 2016 $40,800 100% $40,800 S097-00423M / S097-00425M -2016 -163 Gravity Sewer - 375 Dia - 71.29 m 2016 $52,700 100% $52,700 S097-00424M / S097-00421M -2016 -160 Gravity Sewer - 375 Dia - 5 m 2016 $2,700 100% $2,700 S097-00425M / S097-00316M -2016 -164 Gravity Sewer - 375 Dia - 61.83 m 2016 $35,200 100% $35,200 S097-00521M / S097-00112M -2006 -1 Gravity Sewer - 375 Dia - 30.26 m 2006 $15,000 100% $15,000 S097-00529M / PS06 -2006 -87 Gravity Sewer - 375 Dia - 9.78 m 2006 $5,300 100% $5,300

S098-BE36 / S097-00424M -2056 -230 Rising Main - 250 Dia - 678.75 m 2056 $351,300 100% $351,300 S099-00117M / 1/1PS06 -2006 -16 Gravity Sewer - 300Dia - 5.34 m 2006 $3,200 100% $3,200 S099-00304M / BE05554 -2011 -155 Gravity Sewer - 300Dia - 10.41 m 2011 $4,400 100% $4,400

S099-00374M / S099-00408M -2011 -94 Gravity Sewer - 300Dia - 60.18 m 2011 $25,600 100% $25,600 S099-00400M / BE04001 -2016 -196 Gravity Sewer - 450 Dia - 4.36 m 2016 $4,400 100% $4,400

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 153 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S099-00407M / S099-00400M -2011 -96 Gravity Sewer - 300Dia - 15.04 m 2011 $6,200 83% $5,100 S099-00408M / S099-00407M -2011 -95 Gravity Sewer - 300Dia - 39.36 m 2011 $16,100 85% $13,700 S099-00433M / BE04006 -2016 -204 Gravity Sewer - 300Dia - 34.83 m 2016 $14,800 100% $14,800 S099-00434M / S099-00433M -2056 -229 Gravity Sewer - 300Dia - 31.019 m 2056 $12,700 100% $12,700 S099-00436M / S099-00434M -2006 -5 Gravity Sewer - 300Dia - 83.28 m 2006 $35,400 91% $32,300 S099-00437M / S099-00436M -2006 -4 Gravity Sewer - 300Dia - 50.03 m 2006 $20,700 89% $18,400 S101-00196M / S101-00197M -2056 -218 Gravity Sewer - 225 Dia - 88.649 m 2056 $22,900 100% $22,900 S101-00197M / S101-00198M -2056 -219 Gravity Sewer - 225 Dia - 55.614 m 2056 $18,100 100% $18,100 S101-00198M / S101-00199M -2056 -220 Gravity Sewer - 225 Dia - 41.523 m 2056 $13,500 100% $13,500 S101-00199M / S101-00200M -2056 -221 Gravity Sewer - 225 Dia - 70.167 m 2056 $22,800 100% $22,800 S101-00200M / S101-00323M -2056 -222 Gravity Sewer - 225 Dia - 97.253 m 2056 $25,200 100% $25,200 S101-00319M / S101-00477M -2056 -217 Gravity Sewer - 300Dia - 100.193 m 2056 $39,800 100% $39,800 S101-00320M / S101-00319M -2056 -216 Gravity Sewer - 300Dia - 93.831 m 2056 $37,300 100% $37,300 S101-00321M / S101-00320M -2056 -215 Gravity Sewer - 300Dia - 90.838 m 2056 $36,100 100% $36,100 S101-00322M / S101-00761M -2056 -224 Gravity Sewer - 225 Dia - 79.048 m 2056 $25,700 100% $25,700 S101-00323M / S101-00322M -2056 -223 Gravity Sewer - 225 Dia - 57.789 m 2056 $18,800 100% $18,800

S101-00324M / S101-00325M -2056 -210 Gravity Sewer - 300Dia - 89.972 m 2056 $53,700 100% $53,700 S101-00325M / S101-00326M -2056 -211 Gravity Sewer - 300Dia - 79.39 m 2056 $34,500 100% $34,500 S101-00326M / S101-00327M -2056 -212 Gravity Sewer - 300Dia - 74.777 m 2056 $32,500 100% $32,500

S101-00327M / S101-00782M -2056 -213 Gravity Sewer - 300Dia - 73.802 m 2056 $32,100 100% $32,100 S101-00734M / S101-BE20 -2056 -226 Gravity Sewer - 525 Dia - 5.852 m 2056 $4,900 100% $4,900 S101-00761M / S101-00324M -2056 -225 Gravity Sewer - 225 Dia - 23.461 m 2056 $10,500 100% $10,500 S101-00782M / S101-00321M -2056 -214 Gravity Sewer - 300Dia - 90.598 m 2056 $36,000 100% $36,000

S101-00787M / 1/BE20 -2006 -92 Gravity Sewer - 400Dia - 4.78 m 2006 $2,500 100% $2,500 S101-00817M / 10/BE20-1 -2006 -67 Gravity Sewer - 525 Dia - 29.48 m 2006 $24,800 100% $24,800 S101-BE43 / 1/BE43 -2006 -93 Rising Main - 200Dia - 347.17 m 2006 $141,500 1% $1,400

S102-BE13 / BE05530 -2011 -130 Gravity Sewer - 375 Dia - 35.8 m 2011 $29,500 100% $29,500 S103-00035M / 12/WA9 -2006 -56 Gravity Sewer - 400Dia - 32.37 m 2006 $16,600 100% $16,600 S103-00923M / 14A/WA9 -2016 -184 Gravity Sewer - 450 Dia - 6.4 m 2016 $6,400 100% $6,400 S103-WA10 / WA10001 -2016 -187 Gravity Sewer - 300Dia - 18.1 m 2016 $9,900 62% $6,100 S103-WA8 / 2/WA8 -2006 -33 Gravity Sewer - 400Dia - 135.55 m 2006 $99,600 98% $97,600 S104-00109M / WA15001 -2011 -125 Gravity Sewer - 300Dia - 7.41 m 2011 $3,000 100% $3,000 S106-00067M / SC01001 -2016 -170 Gravity Sewer - 300Dia - 7.85 m 2016 $4,100 100% $4,100 S106-00126M / S106-00127M -2006 -91 Gravity Sewer - 225 Dia - 89.87 m 2006 $18,600 59% $11,000 S106-00127M / S106-00128M -2006 -90 Gravity Sewer - 225 Dia - 90.03 m 2006 $27,400 65% $17,800 S106-00128M / 2/WA21 -2006 -89 Gravity Sewer - 225 Dia - 58.39 m 2006 $26,200 48% $12,600 S106-00566M / PS03 -2011 -101 Gravity Sewer - 225 Dia - 193.97 m 2011 $63,200 100% $63,200 SC01001 / SC01002 -2016 -171 Gravity Sewer - 300Dia - 13.99 m 2016 $7,300 41% $3,000 SC01002 / SC01003 -2016 -172 Gravity Sewer - 300Dia - 21.22 m 2016 $11,100 39% $4,300 SC01003 / SC01004 -2016 -173 Gravity Sewer - 300Dia - 3.98 m 2016 $2,100 17% $400 SC01004 / SC01005 -2016 -174 Gravity Sewer - 300Dia - 3.79 m 2016 $2,800 17% $500 SC01005 / SC01006 -2016 -175 Gravity Sewer - 300Dia - 27.51 m 2016 $20,200 38% $7,700 SC01006 / SC01007 -2016 -176 Gravity Sewer - 300Dia - 10.22 m 2016 $6,100 51% $3,100 SC01007 / SC01008 -2016 -177 Gravity Sewer - 300Dia - 28.89 m 2016 $21,200 46% $9,700

SC01008 / SC01009 -2016 -178 Gravity Sewer - 300Dia - 80.7 m 2016 $59,200 39% $23,100 SC01009 / SC01010 -2016 -179 Gravity Sewer - 300Dia - 47.37 m 2016 $34,800 41% $14,200 SC01010 / SC01011 -2016 -180 Gravity Sewer - 300Dia - 45.91 m 2016 $33,700 43% $14,500

SC01011 / SC01012 -2016 -181 Gravity Sewer - 300Dia - 24.35 m 2016 $17,900 44% $7,900 SC01012 / SC01013 -2016 -182 Gravity Sewer - 300Dia - 159.92 m 2016 $69,700 41% $28,600

154 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ SC01013 / PS3011 -2016 -183 Gravity Sewer - 300Dia - 17 m 2016 $5,200 48% $2,500 WA02001 / WA02002 -2011 -108 Gravity Sewer - 375 Dia - 63.01 m 2011 $35,300 60% $21,200 WA02002 / WA02003 -2011 -113 Gravity Sewer - 375 Dia - 89.9 m 2011 $31,200 60% $18,700 WA02003 / WA02004 -2011 -114 Gravity Sewer - 375 Dia - 43.64 m 2011 $15,200 61% $9,300 WA02004 / WA02005 -2011 -109 Gravity Sewer - 375 Dia - 58.81 m 2011 $21,100 64% $13,500 WA02005 / WA02006 -2011 -112 Gravity Sewer - 375 Dia - 283.12 m 2011 $111,800 59% $66,000 WA02006 / WA02007 -2011 -110 Gravity Sewer - 375 Dia - 178.17 m 2011 $70,400 59% $41,500 WA02007 / WA02008 -2011 -107 Gravity Sewer - 375 Dia - 403.21 m 2011 $159,300 59% $94,000 WA02008 / WA02009 -2011 -111 Gravity Sewer - 375 Dia - 383.31 m 2011 $151,400 58% $87,800 WA02009 / WA02012 -2011 -115 Gravity Sewer - 375 Dia - 96.17 m 2011 $38,000 58% $22,000 WA02012 / WA02013 -2011 -116 Gravity Sewer - 375 Dia - 71.02 m 2011 $24,700 58% $14,300 WA02013 / WA02014 -2011 -117 Gravity Sewer - 375 Dia - 135.86 m 2011 $47,200 58% $27,400 WA02014 / WA02015 -2011 -118 Gravity Sewer - 375 Dia - 139.5 m 2011 $48,500 58% $28,100 WA02015 / WA02016 -2011 -119 Gravity Sewer - 375 Dia - 31.31 m 2011 $14,600 60% $8,700 WA02016 / WA02017 -2011 -120 Gravity Sewer - 375 Dia - 90.66 m 2011 $42,100 59% $24,900 WA02017 / WA02018 -2011 -122 Gravity Sewer - 375 Dia - 36.74 m 2011 $20,000 59% $11,800

WA02018 / WA02019 -2011 -121 Gravity Sewer - 375 Dia - 25.7 m 2011 $21,900 61% $13,400 WA02019 / PS04 -2011 -106 Gravity Sewer - 375 Dia - 16.72 m 2011 $14,300 74% $10,600 WA09006 / 6/WA9 -2011 -129 Gravity Sewer - 600Dia - 44.69 m 2011 $35,800 40% $14,300

WA10001 / WA10002 -2015 -195 Gravity Sewer - 300Dia - 92.22 m 2015 $37,600 60% $22,500 WA10002 / WA10003 -2016 -190 Gravity Sewer - 300Dia - 132.48 m 2016 $54,000 85% $45,900 WA10003 / WA10004 -2016 -188 Gravity Sewer - 300Dia - 145.52 m 2016 $56,000 76% $42,600 WA10004 / WA10005 -2016 -191 Gravity Sewer - 300Dia - 102.58 m 2016 $25,800 88% $22,700

WA10005 / WA10006 -2016 -194 Gravity Sewer - 300Dia - 144.44 m 2016 $50,900 59% $30,100 WA10006 / WA10007 -2016 -189 Gravity Sewer - 450 Dia - 185.32 m 2016 $186,300 90% $167,700 WA10007 / S103-00923M -2016 -186 Gravity Sewer - 450 Dia - 37.35 m 2016 $37,600 89% $33,400

WA10012 / WA10013 -2016 -192 Gravity Sewer - 300Dia - 252.89 m 2016 $103,700 100% $103,700 WA10013 / WA10006 -2016 -193 Gravity Sewer - 450 Dia - 205.58 m 2016 $122,900 100% $122,900 WA12002 / WA12003 -2011 -99 Gravity Sewer - 450 Dia - 268.29 m 2011 $148,600 95% $141,200 WA12003 / WA12004 -2011 -100 Gravity Sewer - 450 Dia - 37.6 m 2011 $16,100 96% $15,400 WA12004 / WA12005 -2011 -97 Gravity Sewer - 450 Dia - 137.64 m 2011 $89,000 94% $83,600 WA12005 / WA12006 -2011 -102 Gravity Sewer - 450 Dia - 222.62 m 2011 $155,800 95% $148,000 WA12006 / PS03 -2011 -103 Gravity Sewer - 450 Dia - 58.54 m 2011 $37,800 97% $36,700 WA150002 / WA15003 -2011 -158 Gravity Sewer - 300Dia - 134.9 m 2011 $55,000 67% $36,800 WA15001 / WA150002 -2011 -127 Gravity Sewer - 300Dia - 124.35 m 2011 $50,700 70% $35,500 WA15003 / WA15003 -2011 -159 Gravity Sewer - 600Dia - 41.94 m 2011 $48,900 50% $24,500 WA15003 / WA15004 -2011 -126 Gravity Sewer - 600Dia - 195.12 m 2011 $196,600 50% $98,300 WA15004 / WA15005 -2011 -128 Gravity Sewer - 600Dia - 198.76 m 2011 $214,400 42% $90,000 WA15005 / WA15006 -2011 -123 Gravity Sewer - 600Dia - 141.89 m 2011 $124,900 45% $56,200 WA15006 / WA09006 -2011 -124 Gravity Sewer - 600Dia - 235.85 m 2011 $237,700 52% $123,600 WA19004 / WA12002 -2011 -98 Gravity Sewer - 300Dia - 417.85 m 2011 $166,100 94% $156,100 Stapylton Wastewater Financial Catchment 10S1 / 9S1 -2007 -255 Gravity Sewer - 225 Dia - 73.702 m 2007 $24,000 82% $19,700 10S1 / 9S1 -2056 -414 Gravity Sewer - 225 Dia - 73.7 m 2056 $24,000 100% $24,000

10S3 / 9S3 -2007 -265 Gravity Sewer - 375 Dia - 121.518 m 2007 $66,200 93% $61,500 11S1 / 10S1 -2007 -254 Gravity Sewer - 225 Dia - 82.776 m 2007 $27,000 83% $22,400 11S1 / 10S1 -2056 -413 Gravity Sewer - 225 Dia - 82.78 m 2056 $27,000 100% $27,000

12S1 / 11S1 -2007 -253 Gravity Sewer - 225 Dia - 29.902 m 2007 $12,300 82% $10,100 12S1 / 11S1 -2056 -412 Gravity Sewer - 225 Dia - 29.9 m 2056 $12,300 100% $12,300

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 155 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ 13S1 / 12S1 -2007 -252 Gravity Sewer - 225 Dia - 89.838 m 2007 $23,300 83% $19,300 13S1 / 12S1 -2056 -411 Gravity Sewer - 225 Dia - 89.84 m 2056 $23,300 100% $23,300 14S1 / 13S1 -2007 -251 Gravity Sewer - 225 Dia - 66.707 m 2007 $12,600 83% $10,400 14S1 / 13S1 -2056 -410 Gravity Sewer - 225 Dia - 66.71 m 2056 $12,600 100% $12,600 15S1 / 14S1 -2007 -250 Gravity Sewer - 225 Dia - 77.733 m 2007 $23,600 82% $19,400 15S1 / 14S1 -2056 -409 Gravity Sewer - 225 Dia - 77.73 m 2056 $23,600 100% $23,600 16S1 / 15S1 -2007 -249 Gravity Sewer - 225 Dia - 98.05 m 2007 $18,500 83% $15,300 16S1 / 15S1 -2056 -408 Gravity Sewer - 225 Dia - 98.05 m 2056 $18,500 100% $18,500 17S1 / 16S1 -2007 -248 Gravity Sewer - 225 Dia - 118.93 m 2007 $22,400 84% $18,800 17S1 / 16S1 -2056 -406 Gravity Sewer - 225 Dia - 118.93 m 2056 $22,400 100% $22,400 18S1 / 17S1 -2007 -247 Gravity Sewer - 225 Dia - 163.379 m 2007 $30,800 79% $24,300 18S1 / 17S1 -2056 -405 Gravity Sewer - 225 Dia - 163.38 m 2056 $30,800 100% $30,800 19S1 / 18S1 -2007 -246 Gravity Sewer - 225 Dia - 133.719 m 2007 $25,200 81% $20,400 19S1 / 18S1 -2056 -404 Gravity Sewer - 225 Dia - 133.72 m 2056 $25,200 100% $25,200 1S1 / PS01 -2007 -264 Gravity Sewer - 225 Dia - 138.505 m 2007 $45,100 83% $37,400 1S1 / PS01 -2056 -422 Gravity Sewer - 225 Dia - 138.5 m 2056 $45,100 100% $45,100

1S3 / PS01 -2007 -274 Gravity Sewer - 375 Dia - 82.49 m 2007 $44,900 93% $41,800 20S1 / 19S1 -2007 -245 Gravity Sewer - 225 Dia - 64.016 m 2007 $10,500 83% $8,700 20S1 / 19S1 -2056 -403 Gravity Sewer - 225 Dia - 64.02 m 2056 $10,500 100% $10,500

21S1 / 20S1 -2007 -244 Gravity Sewer - 225 Dia - 74.518 m 2007 $12,200 80% $9,700 21S1 / 20S1 -2056 -402 Gravity Sewer - 225 Dia - 74.52 m 2056 $12,200 100% $12,200 2S1 / 1S1 -2007 -263 Gravity Sewer - 225 Dia - 125.462 m 2007 $40,900 83% $33,900 2S1 / 1S1 -2056 -421 Gravity Sewer - 225 Dia - 125.46 m 2056 $40,900 100% $40,900

2S3 / 1S3 -2007 -273 Gravity Sewer - 375 Dia - 115.867 m 2007 $63,100 91% $57,400 3S1 / 2S1 -2007 -262 Gravity Sewer - 225 Dia - 103.464 m 2007 $33,700 83% $28,000 3S1 / 2S1 -2056 -420 Gravity Sewer - 225 Dia - 103.46 m 2056 $33,700 100% $33,700

3S3 / 2S3 -2007 -272 Gravity Sewer - 375 Dia - 76.979 m 2007 $41,900 92% $38,600 4S1 / 3S1 -2007 -261 Gravity Sewer - 225 Dia - 108.38 m 2007 $35,300 83% $29,300 4S1 / 3S1 -2056 -419 Gravity Sewer - 225 Dia - 108.38 m 2056 $35,300 100% $35,300 4S3 / 3S3 -2007 -271 Gravity Sewer - 375 Dia - 83.978 m 2007 $45,700 92% $42,100 5S1 / 4S1 -2007 -260 Gravity Sewer - 225 Dia - 133.65 m 2007 $62,900 83% $52,200 5S1 / 4S1 -2056 -418 Gravity Sewer - 225 Dia - 133.65 m 2056 $62,900 100% $62,900 5S3 / 4S3 -2007 -270 Gravity Sewer - 375 Dia - 102.823 m 2007 $56,000 92% $51,500 6S1 / 5S1 -2007 -259 Gravity Sewer - 225 Dia - 68.803 m 2007 $32,400 81% $26,200 6S1 / 5S1 -2056 -407 Gravity Sewer - 225 Dia - 68.8 m 2056 $32,400 100% $32,400 6S3 / 5S3 -2007 -269 Gravity Sewer - 375 Dia - 103.383 m 2007 $56,300 92% $51,800 7S1 / 6S1 -2007 -258 Gravity Sewer - 225 Dia - 80.808 m 2007 $44,200 81% $35,800 7S1 / 6S1 -2056 -417 Gravity Sewer - 225 Dia - 80.81 m 2056 $44,200 100% $44,200 7S3 / 6S3 -2007 -268 Gravity Sewer - 375 Dia - 107.626 m 2007 $58,600 92% $53,900 8S1 / 7S1 -2007 -257 Gravity Sewer - 225 Dia - 93.313 m 2007 $51,000 82% $41,800 8S1 / 7S1 -2056 -416 Gravity Sewer - 225 Dia - 93.31 m 2056 $51,000 100% $51,000 8S3 / 7S3 -2007 -267 Gravity Sewer - 375 Dia - 109.236 m 2007 $50,800 94% $47,700 9S1 / 8S1 -2007 -256 Gravity Sewer - 225 Dia - 78.965 m 2007 $43,200 83% $35,800 9S1 / 8S1 -2056 -415 Gravity Sewer - 225 Dia - 78.97 m 2056 $43,200 100% $43,200

9S3 / 8S3 -2007 -266 Gravity Sewer - 375 Dia - 93.184 m 2007 $50,700 93% $47,200 PART BE35_375RM / INJECT TO OL -2012 -352 Rising Main - 375 Dia - 140.52 m 2012 $109,200 100% $109,200 PART BE35_450RM / TP -2006 -243 Rising Main - 375 Dia - 386.965 m 2006 $333,700 100% $333,700

PART BE35_525RM / PART BE35_45 -2006 -351 Rising Main - 450 Dia - 3456.3 m 2006 $4,168,300 100% $4,168,300 PART OF BE35_600RM / STF-091 -2056 -427 Rising Main - 600Dia - 966.93 m 2056 $1,725,300 100% $1,725,300

156 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ PART OF DA1 RM / STFDA01-01 -2006 -353 Rising Main - 450 Dia - 1597.15 m 2006 $1,974,300 100% $1,974,300 PART OF DA1_300RM / STF-091 -2056 -428 Rising Main - 300Dia - 732.71 m 2056 $475,300 100% $475,300 PART RM PS1 / STF-055 -2012 -334 Rising Main - 225 Dia - 61.12 m 2012 $26,000 100% $26,000 PS01 / PS01_RM225 -2007 -349 Rising Main - 225 Dia - 283.3 m 2007 $120,300 100% $120,300 PS01 / STF-055 -2056 -425 Rising Main - 200Dia - 338.28 m 2056 $133,400 100% $133,400 PS01_RM225 / INJECT TO PS DA8 -2007 -430 Rising Main - 225 Dia - 739.7 m 2007 $334,900 100% $334,900 S093-OR1 / S094-00980M -2012 -347 Rising Main - 300Dia - 1019.15 m 2012 $417,900 86% $359,400 S094-00089M / S094-00228 -2056 -399 Gravity Sewer - 300Dia - 4.66 m 2056 $2,000 100% $2,000 S094-00169M / S094-00594M -2007 -293 Gravity Sewer - 375 Dia - 3.91 m 2007 $1,800 27% $500 S094-00170M / S094-00169M -2008 -292 Gravity Sewer - 300Dia - 26.08 m 2008 $9,000 100% $9,000 S094-00214M / STF-091 -2012 -333 Gravity Sewer - 300Dia - 71.54 m 2012 $21,700 100% $21,700 S094-00227M / S094-00089 -2056 -401 Gravity Sewer - 300Dia - 7.26 m 2056 $3,100 100% $3,100 S094-00228M / S094-DA1 -2056 -398 Gravity Sewer - 300Dia - 1.12 m 2056 $500 100% $500 S094-00266M / S094-00227 -2056 -400 Gravity Sewer - 300Dia - 3.19 m 2056 $1,400 100% $1,400 S094-00354M / S094-00170M -2008 -291 Gravity Sewer - 300Dia - 26.95 m 2008 $18,400 100% $18,400 S094-00355M / S094-00354M -2008 -290 Gravity Sewer - 225 Dia - 22.59 m 2008 $9,300 96% $8,900

S094-00356M / S094-00355M -2008 -289 Gravity Sewer - 225 Dia - 53.95 m 2008 $24,200 100% $24,200 S094-00357M / S094-00356M -2008 -296 Gravity Sewer - 225 Dia - 54.38 m 2008 $24,400 100% $24,400 S094-00419M / S094-00357M -2008 -295 Gravity Sewer - 225 Dia - 44.48 m 2008 $14,100 100% $14,100

S094-00577M / S094-00578M -2056 -377 Gravity Sewer - 375 Dia - 63.97 m 2056 $36,400 100% $36,400 S094-00578M / S094-00584M -2056 -378 Gravity Sewer - 375 Dia - 77.06 m 2056 $57,000 100% $57,000 S094-00579M / S094-00580M -2056 -380 Gravity Sewer - 375 Dia - 43.48 m 2056 $24,700 100% $24,700 S094-00580M / S094-00585M -2056 -381 Gravity Sewer - 375 Dia - 67.41 m 2056 $37,700 100% $37,700

S094-00584M / S094-00579M -2056 -379 Gravity Sewer - 375 Dia - 42.28 m 2056 $31,300 100% $31,300 S094-00585M / S094-00586M -2056 -382 Gravity Sewer - 375 Dia - 56.07 m 2056 $41,400 100% $41,400 S094-00586M / S094-00587M -2056 -383 Gravity Sewer - 375 Dia - 63.4 m 2056 $35,500 100% $35,500

S094-00587M / S094-00588M -2056 -376 Gravity Sewer - 375 Dia - 55.34 m 2056 $36,300 100% $36,300 S094-00588M / S094-00096M -2056 -384 Gravity Sewer - 375 Dia - 37.68 m 2056 $25,300 100% $25,300 S094-00594M / S094-DA6 -2007 -294 Gravity Sewer - 375 Dia - 4.87 m 2007 $2,300 50% $1,100 S094-00595M / S094-00594M -2007 -304 Gravity Sewer - 225 Dia - 40.55 m 2007 $10,500 100% $10,500 S094-00596M / S094-00595M -2007 -297 Gravity Sewer - 225 Dia - 44.5 m 2007 $8,400 100% $8,400 S094-00597M / S094-00596M -2007 -303 Gravity Sewer - 225 Dia - 80.04 m 2007 $15,100 100% $15,100 S094-00598M / S094-00597M -2007 -302 Gravity Sewer - 225 Dia - 102.55 m 2007 $19,300 100% $19,300 S094-00599M / S094-00598M -2007 -301 Gravity Sewer - 225 Dia - 80.41 m 2007 $24,500 100% $24,500 S094-00600M / S094-00599M -2007 -300 Gravity Sewer - 225 Dia - 32.16 m 2007 $9,800 100% $9,800 S094-00601M / S094-00600M -2007 -299 Gravity Sewer - 225 Dia - 30.2 m 2007 $9,200 100% $9,200 S094-00602M / S094-00601M -2007 -298 Gravity Sewer - 225 Dia - 105.64 m 2007 $27,300 100% $27,300 S094-00624M / 10S3 -2007 -275 Gravity Sewer - 300Dia - 118.788 m 2007 $66,000 100% $66,000 S094-BE35 / PART BE35_525RM -2006 -350 Rising Main - 525 Dia - 192.983 m 2006 $285,500 100% $285,500 S094-BE45 / S094-00577M -2056 -424 Rising Main - 300Dia - 910.23 m 2056 $609,400 100% $609,400 S094-DA1 / PART OF DA1_300RM -2056 -429 Rising Main - 375 Dia - 824.71 m 2056 $788,200 100% $788,200 S094-DA2 / DA2_RM100-2056 -431 Rising Main - 200Dia - 19.35 m 2056 $7,900 100% $7,900 S094-DA6 / STFDA06-07 -2006 -354 Rising Main - 300Dia - 1079.44 m 2006 $700,300 100% $700,300 S094-DA9 / S094-00715M -2056 -426 Rising Main - 100Dia - 559.23 m 2056 $156,200 100% $156,200

S094-OR5 / STF-055 -2012 -348 Rising Main - 375 Dia - 2587.43 m 2012 $1,648,600 100% $1,648,600 SPS-STF5 / STF-113 -2056 -423 Rising Main - 300Dia - 1487.89 m 2056 $965,300 100% $965,300 STF-004 / STF-005 -2016 -335 Gravity Sewer - 300Dia - 91.36 m 2016 $37,200 100% $37,200

STF-005 / STF-006 -2016 -336 Gravity Sewer - 300Dia - 97.29 m 2016 $39,600 100% $39,600 STF-006 / STF-007 -2016 -337 Gravity Sewer - 300Dia - 104.16 m 2016 $42,400 100% $42,400

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 157 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ STF-007 / STF-008 -2016 -338 Gravity Sewer - 300Dia - 50.24 m 2016 $30,000 100% $30,000 STF-008 / STF-009 -2016 -339 Gravity Sewer - 300Dia - 127.42 m 2016 $93,500 100% $93,500 STF-009 / STF-010 -2012 -340 Gravity Sewer - 300Dia - 193.77 m 2012 $84,500 100% $84,500 STF-010 / STF-011 -2012 -341 Gravity Sewer - 300Dia - 97.96 m 2012 $29,800 100% $29,800 STF-011 / STF-012 -2012 -342 Gravity Sewer - 300Dia - 150.9 m 2012 $45,900 100% $45,900 STF-012 / STF-013 -2012 -343 Gravity Sewer - 300Dia - 161.02 m 2012 $70,200 100% $70,200 STF-013 / STF-014 -2012 -344 Gravity Sewer - 300Dia - 117.98 m 2012 $70,500 100% $70,500 STF-014 / STF-015 -2012 -345 Gravity Sewer - 300Dia - 177.92 m 2012 $106,300 100% $106,300 STF-015 / S093-00298M -2012 -346 Gravity Sewer - 300Dia - 65.24 m 2012 $39,000 100% $39,000 STF-045 / STF-045a -2009 -276 Gravity Sewer - 300Dia - 180.13 m 2009 $54,800 98% $53,700 STF-045a / STF-046 -2009 -280 Gravity Sewer - 300Dia - 238.959 m 2009 $103,900 98% $101,800 STF-046 / STF-047 -2007 -277 Gravity Sewer - 300Dia - 108.958 m 2007 $65,100 98% $63,800 STF-047 / STF-048 -2007 -278 Gravity Sewer - 300Dia - 149.455 m 2007 $109,600 100% $109,600 STF-048 / S094-00820M -2007 -279 Gravity Sewer - 300Dia - 147.253 m 2007 $104,900 100% $104,900 STF-055 / STF-056 -2012 -305 Gravity Sewer - 600Dia - 137.68 m 2012 $121,200 61% $73,900 STF-056 / STF-057 -2012 -306 Gravity Sewer - 600Dia - 145.76 m 2012 $140,100 66% $92,500

STF-057 / STF-058 -2012 -307 Gravity Sewer - 600Dia - 144.72 m 2012 $139,900 74% $103,500 STF-058 / STF-059 -2012 -308 Gravity Sewer - 600Dia - 76.72 m 2012 $67,500 82% $55,400 STF-059 / STF-060 -2012 -309 Gravity Sewer - 600Dia - 88.02 m 2012 $79,300 89% $70,600

STF-060 / STF-061 -2012 -310 Gravity Sewer - 600Dia - 63.43 m 2012 $57,100 88% $50,300 STF-061 / STF-062 -2012 -311 Gravity Sewer - 600Dia - 111.59 m 2012 $84,500 86% $72,600 STF-062 / STF-063 -2012 -312 Gravity Sewer - 600Dia - 99.95 m 2012 $62,000 84% $52,100 STF-063 / STF-064 -2012 -313 Gravity Sewer - 600Dia - 78.72 m 2012 $69,300 85% $58,900

STF-064 / STF-065 -2012 -314 Gravity Sewer - 600Dia - 100.51 m 2012 $88,500 86% $76,100 STF-065 / STF-066 -2012 -315 Gravity Sewer - 600Dia - 94.39 m 2012 $101,800 87% $88,600 STF-071 / STF-072 -2056 -355 Gravity Sewer - 300Dia - 120.11 m 2056 $65,500 100% $65,500

STF-072 / STF-073 -2056 -356 Gravity Sewer - 300Dia - 205.16 m 2056 $83,600 100% $83,600 STF-073 / STF-074 -2056 -357 Gravity Sewer - 300Dia - 146.38 m 2056 $79,800 100% $79,800 STF-074 / STF-075 -2056 -358 Gravity Sewer - 300Dia - 155.23 m 2056 $63,200 100% $63,200 STF-075 / STF-076 -2056 -359 Gravity Sewer - 300Dia - 208.8 m 2056 $113,800 100% $113,800 STF-076 / STF-077 -2056 -360 Gravity Sewer - 375 Dia - 201.9 m 2056 $137,900 100% $137,900 STF-077 / STF-078 -2056 -361 Gravity Sewer - 375 Dia - 164.47 m 2056 $86,400 100% $86,400 STF-078 / STF-079 -2056 -362 Gravity Sewer - 375 Dia - 207.72 m 2056 $109,100 100% $109,100 STF-079 / STF-080 -2056 -363 Gravity Sewer - 375 Dia - 95.62 m 2056 $65,300 100% $65,300 STF-080 / STF-081 -2056 -364 Gravity Sewer - 375 Dia - 111.05 m 2056 $75,900 100% $75,900 STF-081 / STF-082 -2056 -365 Gravity Sewer - 375 Dia - 147.25 m 2056 $77,400 100% $77,400 STF-082 / STF-083 -2056 -366 Gravity Sewer - 375 Dia - 95.4 m 2056 $33,200 100% $33,200 STF-083 / STF-084 -2056 -367 Gravity Sewer - 375 Dia - 65.54 m 2056 $34,400 100% $34,400 STF-084 / STF-085 -2056 -368 Gravity Sewer - 375 Dia - 147.6 m 2056 $77,500 100% $77,500 STF-085 / STF-086 -2056 -369 Gravity Sewer - 375 Dia - 240.28 m 2056 $86,300 100% $86,300 STF-086 / STF-087 -2056 -370 Gravity Sewer - 375 Dia - 235 m 2056 $123,500 100% $123,500 STF-087 / STF-088 -2012 -316 Gravity Sewer - 375 Dia - 221.33 m 2012 $76,900 99% $76,200 STF-088 / STF-089 -2012 -317 Gravity Sewer - 450 Dia - 117.33 m 2012 $50,200 99% $49,700 STF-089 / STF-090 -2012 -318 Gravity Sewer - 450 Dia - 183.12 m 2012 $125,300 99% $124,000

STF-090 / STF-091 -2012 -319 Gravity Sewer - 450 Dia - 132.41 m 2012 $138,800 13% $18,000 STF-091 / STF-092 -2012 -320 Gravity Sewer - 600Dia - 118.86 m 2012 $162,200 2% $3,200 STF-091 / STF-092 -2056 -385 Gravity Sewer - 900Dia - 118.86 m 2056 $229,400 100% $229,400

STF-092 / STF-093 -2012 -321 Gravity Sewer - 600Dia - 116.47 m 2012 $111,000 33% $36,600 STF-092 / STF-093 -2056 -386 Gravity Sewer - 900Dia - 116.47 m 2056 $190,100 100% $190,100

158 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ STF-093 / STF-094 -2012 -322 Gravity Sewer - 600Dia - 123.98 m 2012 $101,000 49% $49,500 STF-093 / STF-094 -2056 -387 Gravity Sewer - 900Dia - 123.98 m 2056 $161,600 100% $161,600 STF-094 / STF-095 -2012 -323 Gravity Sewer - 600Dia - 171.57 m 2012 $139,700 45% $62,900 STF-094 / STF-095 -2056 -388 Gravity Sewer - 900Dia - 171.57 m 2056 $223,600 100% $223,600 STF-095 / STF-096 -2012 -324 Gravity Sewer - 600Dia - 164.49 m 2012 $159,000 49% $77,900 STF-095 / STF-096 -2056 -389 Gravity Sewer - 900Dia - 164.49 m 2056 $286,500 100% $286,500 STF-096 / STF-097 -2012 -325 Gravity Sewer - 600Dia - 122.27 m 2012 $107,700 47% $50,600 STF-096 / STF-097 -2056 -390 Gravity Sewer - 900Dia - 122.27 m 2056 $189,100 100% $189,100 STF-097 / STF-098 -2012 -326 Gravity Sewer - 600Dia - 80.47 m 2012 $70,900 51% $36,100 STF-097 / STF-098 -2056 -391 Gravity Sewer - 900Dia - 80.47 m 2056 $124,500 100% $124,500 STF-098 / STF-099 -2012 -327 Gravity Sewer - 600Dia - 81.61 m 2012 $88,000 46% $40,500 STF-098 / STF-099 -2056 -392 Gravity Sewer - 900Dia - 81.61 m 2056 $124,400 100% $124,400 STF-099 / STF-100-2012 -328 Gravity Sewer - 600Dia - 238.95 m 2012 $257,700 47% $121,100 STF-099 / STF-100-2056 -393 Gravity Sewer - 900Dia - 238.95 m 2056 $364,300 100% $364,300 STF-100/ STF-101 -2012 -329 Gravity Sewer - 600Dia - 202.33 m 2012 $269,900 46% $124,100 STF-100/ STF-101 -2056 -394 Gravity Sewer - 900Dia - 202.33 m 2056 $381,400 100% $381,400

STF-101 / STF-102 -2012 -330 Gravity Sewer - 600Dia - 113.3 m 2012 $122,200 47% $57,400 STF-101 / STF-102 -2056 -395 Gravity Sewer - 900Dia - 113.3 m 2056 $172,700 100% $172,700 STF-102 / STF-103 -2012 -331 Gravity Sewer - 600Dia - 204.31 m 2012 $220,300 50% $110,200

STF-102 / STF-103 -2056 -396 Gravity Sewer - 900Dia - 204.31 m 2056 $311,400 100% $311,400 STF-103 / STF-066 -2012 -332 Gravity Sewer - 600Dia - 183.18 m 2012 $161,300 56% $90,300 STF-103 / STF-066 -2056 -397 Gravity Sewer - 900Dia - 183.18 m 2056 $283,400 100% $283,400 STF-112 / SPS-STF5 -2056 -371 Gravity Sewer - 375 Dia - 66.36 m 2056 $23,100 100% $23,100

STF-113 / STF-114 -2056 -372 Gravity Sewer - 375 Dia - 180.81 m 2056 $95,000 100% $95,000 STF-114 / STF-115 -2056 -373 Gravity Sewer - 375 Dia - 168.62 m 2056 $97,200 100% $97,200 STF-115 / STF-116 -2056 -374 Gravity Sewer - 375 Dia - 437.99 m 2056 $230,100 100% $230,100

STF-116 / S094-BE45 -2056 -375 Gravity Sewer - 375 Dia - 123.44 m 2056 $71,200 100% $71,200 STF-127 / STF-128 -2009 -281 Gravity Sewer - 300Dia - 100.001 m 2009 $54,500 99% $54,000 STF-128 / STF-129 -2009 -282 Gravity Sewer - 300Dia - 198.065 m 2009 $107,900 98% $105,800 STF-129 / STF-130 -2009 -283 Gravity Sewer - 300Dia - 89.065 m 2009 $36,300 98% $35,600 STF-130 / STF-131 -2009 -284 Gravity Sewer - 300Dia - 177.21 m 2009 $72,200 99% $71,500 STF-131 / STF-132 -2009 -285 Gravity Sewer - 300Dia - 129.519 m 2009 $52,800 98% $51,700 STF-132 / STF-133 -2009 -286 Gravity Sewer - 300Dia - 205.752 m 2009 $83,800 99% $83,000 STF-133 / STF-134 -2009 -287 Gravity Sewer - 300Dia - 140.29 m 2009 $57,100 98% $56,000 STF-134 / S094-DA2 -2009 -288 Gravity Sewer - 300Dia - 39.828 m 2009 $16,200 98% $15,900 STFDA01-01 / STFDA01-02 -2006 -240 Gravity Sewer - 450 Dia - 64.414 m 2006 $31,300 100% $31,300 STFDA01-02 / STFDA01-03 -2006 -241 Gravity Sewer - 450 Dia - 23.478 m 2006 $16,200 100% $16,200 STFDA01-03 / STFDA01-04 -2006 -242 Gravity Sewer - 450 Dia - 29.218 m 2006 $20,200 100% $20,200 STFDA06-02 / S094-00228M -2006 -239 Gravity Sewer - 400Dia - 6.389 m 2006 $4,000 88% $3,500 STFDA06-03 / STFDA06-02 -2006 -238 Gravity Sewer - 400Dia - 16.612 m 2006 $10,300 57% $5,900 STFDA06-04 / STFDA06-03 -2006 -237 Gravity Sewer - 400Dia - 31.665 m 2006 $16,600 62% $10,300 STFDA06-05 / STFDA06-04 -2006 -236 Gravity Sewer - 400Dia - 98.51 m 2006 $61,100 81% $49,500 STFDA06-06 / STFDA06-05 -2006 -235 Gravity Sewer - 400Dia - 108.156 m 2006 $65,400 75% $49,000 STFDA06-07 / STFDA06-06 -2006 -234 Gravity Sewer - 400Dia - 44.66 m 2006 $27,000 44% $11,900

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 159 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ Pimpama Wastewater Financial Catchment GSPC0266S1F -2011 -432 Gravity Sewer - 375 Dia - 125.93 m 2011 $55,200 100% $55,200 GSPC0267S1F -2011 -433 Gravity Sewer - 375 Dia - 34.43 m 2011 $13,600 100% $13,600 GSPC0268S1F -2011 -434 Gravity Sewer - 375 Dia - 43.435 m 2011 $17,200 100% $17,200 GSPC0269S1F -2011 -435 Gravity Sewer - 375 Dia - 49.826 m 2011 $19,700 98% $19,300 GSPC0270S1F -2011 -436 Gravity Sewer - 375 Dia - 23.838 m 2011 $9,400 98% $9,200 GSPC0271S1F -2011 -437 Gravity Sewer - 375 Dia - 29.214 m 2011 $11,500 98% $11,300 GSPC0272S1F -2011 -438 Gravity Sewer - 375 Dia - 29.3 m 2011 $11,600 98% $11,300 GSPC0273S1F -2011 -439 Gravity Sewer - 375 Dia - 13.889 m 2011 $5,500 98% $5,400 GSPC0274S1F -2011 -440 Gravity Sewer - 375 Dia - 119.487 m 2011 $41,500 96% $39,900 GSPC0275S1F -2011 -441 Gravity Sewer - 375 Dia - 73.714 m 2011 $25,600 98% $25,100 GSPC0276S1F -2011 -442 Gravity Sewer - 375 Dia - 64.934 m 2011 $22,600 98% $22,100 GSPC0277S1F -2011 -443 Gravity Sewer - 375 Dia - 56.157 m 2011 $19,500 99% $19,300 GSPC0278S1F -2011 -444 Gravity Sewer - 375 Dia - 9.389 m 2011 $4,400 99% $4,300 GSPC0279S1F -2011 -445 Gravity Sewer - 375 Dia - 39.041 m 2011 $18,100 99% $18,000 GSPC0280S1F -2011 -446 Gravity Sewer - 525 Dia - 125.053 m 2011 $148,500 99% $147,000

GSPC0281S1F -2011 -447 Gravity Sewer - 525 Dia - 33.016 m 2011 $39,200 99% $38,800 GSPC0282S1F -2011 -448 Gravity Sewer - 525 Dia - 49.318 m 2011 $58,600 99% $58,000 GSPC0283S1F -2011 -449 Gravity Sewer - 525 Dia - 47.829 m 2011 $56,800 99% $56,200

GSPC0284S1F -2011 -450 Gravity Sewer - 525 Dia - 63.837 m 2011 $75,800 99% $75,100 GSPC0285S1F -2011 -451 Gravity Sewer - 525 Dia - 26.18 m 2011 $31,100 99% $30,800 GSPC0286S1F -2011 -452 Gravity Sewer - 525 Dia - 32.702 m 2011 $38,800 99% $38,500 GSPC0287S1F -2011 -453 Gravity Sewer - 525 Dia - 25.478 m 2011 $30,300 99% $30,000

GSPC0288S1F -2011 -454 Gravity Sewer - 525 Dia - 104.647 m 2011 $134,800 100% $134,800 GSPC0289S1F -2011 -455 Gravity Sewer - 525 Dia - 69.02 m 2011 $88,900 99% $88,000 GSPC0290S1F -2011 -456 Gravity Sewer - 525 Dia - 55.889 m 2011 $47,900 99% $47,400

GSPC0291S1F -2011 -457 Gravity Sewer - 700Dia - 146.723 m 2011 $161,900 100% $161,900 GSPC0292S1F -2011 -458 Gravity Sewer - 700Dia - 137.429 m 2011 $217,100 99% $215,000 GSPC0293S1F -2011 -459 Gravity Sewer - 700Dia - 77.142 m 2011 $95,100 99% $94,200 GSPC0294S1F -2011 -460 Gravity Sewer - 800Dia - 74.028 m 2011 $94,000 99% $93,100 GSPC0295S1F -2011 -461 Gravity Sewer - 800Dia - 77.362 m 2011 $87,300 99% $86,500 GSPC0296S1F -2011 -462 Gravity Sewer - 800Dia - 83.469 m 2011 $78,400 99% $77,600 GSPC0297S1F -2011 -463 Gravity Sewer - 800Dia - 125.141 m 2011 $131,900 99% $130,600 GSPC0298S1F -2011 -464 Gravity Sewer - 800Dia - 83.335 m 2011 $97,400 99% $96,400 GSPC0299S1F -2011 -465 Gravity Sewer - 800Dia - 100.43 m 2011 $105,900 99% $104,800 GSPC0300S1F -2011 -466 Gravity Sewer - 800Dia - 20.794 m 2011 $21,900 99% $21,700 GSPC0301S1F -2011 -467 Gravity Sewer - 800Dia - 26.353 m 2011 $27,800 99% $27,500 GSPC0302S1F -2011 -468 Gravity Sewer - 450 Dia - 8.729 m 2011 $5,000 100% $5,000 GSPC0303S1F -2011 -469 Gravity Sewer - 375 Dia - 110.361 m 2011 $65,500 100% $65,500 GSPC0304S1F -2011 -470 Gravity Sewer - 375 Dia - 32.35 m 2011 $22,300 100% $22,300 GSPC0305S1F -2011 -471 Gravity Sewer - 375 Dia - 136.865 m 2011 $81,200 100% $81,200 GSPC0306S1F -2011 -472 Gravity Sewer - 525 Dia - 64.309 m 2011 $53,400 83% $44,300 GSPC0307S1F -2011 -473 Gravity Sewer - 525 Dia - 64.317 m 2011 $53,400 86% $46,000 GSPC0308S1F -2011 -474 Gravity Sewer - 525 Dia - 40.246 m 2011 $39,700 87% $34,500

GSPC0309S1F -2011 -475 Gravity Sewer - 525 Dia - 42.182 m 2011 $50,400 88% $44,400 GSPC0310S1F -2011 -476 Gravity Sewer - 525 Dia - 92.605 m 2011 $110,800 88% $97,500 GSPC0311S1F -2011 -477 Gravity Sewer - 525 Dia - 56.41 m 2011 $67,500 90% $60,700

GSPC0312S1F -2011 -478 Gravity Sewer - 525 Dia - 52.324 m 2011 $62,600 90% $56,300 GSPC0313S1F -2011 -479 Gravity Sewer - 525 Dia - 90.005 m 2011 $88,700 95% $84,300

160 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ GSPC0314S1F -2011 -480 Gravity Sewer - 525 Dia - 89.991 m 2011 $45,700 96% $43,900 GSPC0315S1F -2011 -481 Gravity Sewer - 525 Dia - 90.005 m 2011 $51,900 92% $47,800 GSPC0316S1F -2011 -482 Gravity Sewer - 525 Dia - 74.577 m 2011 $43,000 94% $40,400 GSPC0317S1F -2011 -483 Gravity Sewer - 525 Dia - 32.134 m 2011 $16,300 99% $16,200 GSPC0318S1F -2011 -484 Gravity Sewer - 525 Dia - 114.122 m 2011 $57,900 92% $53,300 GSPC0319S1F -2011 -485 Gravity Sewer - 525 Dia - 115.649 m 2011 $77,600 93% $72,100 GSPC0320S1F -2011 -486 Gravity Sewer - 525 Dia - 128.712 m 2011 $86,300 93% $80,300 GSPC0321S1F -2011 -487 Gravity Sewer - 525 Dia - 57.379 m 2011 $43,800 92% $40,300 GSPC0322S1F -2011 -488 Gravity Sewer - 600Dia - 23.275 m 2011 $31,000 94% $29,200 GSPC0323S1F -2011 -489 Gravity Sewer - 375 Dia - 144.154 m 2011 $75,700 99% $75,000 GSPC0324S1F -2011 -490 Gravity Sewer - 375 Dia - 125.755 m 2011 $71,500 78% $55,800 GSPC0325S1F -2011 -491 Gravity Sewer - 375 Dia - 61.717 m 2011 $42,200 83% $35,000 GSPC0326S1F -2011 -492 Gravity Sewer - 300Dia - 85.083 m 2011 $46,400 94% $43,600 GSPC0332S1F -2011 -493 Gravity Sewer - 375 Dia - 162.361 m 2011 $149,100 92% $137,200 GSPC0333S1F -2011 -494 Gravity Sewer - 375 Dia - 186.304 m 2011 $153,400 95% $145,700 GSPC0334S1F -2011 -495 Gravity Sewer - 300Dia - 84.526 m 2011 $60,200 95% $57,200

GSPC0335S1F -2011 -496 Gravity Sewer - 450 Dia - 167.299 m 2011 $131,800 98% $129,200 GSPC0338S1F -2011 -497 Gravity Sewer - 300Dia - 76.295 m 2011 $33,200 100% $33,200 GSPC0339S1F -2011 -498 Gravity Sewer - 300Dia - 60.539 m 2011 $26,300 100% $26,300

GSPC0340S1F -2011 -499 Gravity Sewer - 300Dia - 58.181 m 2011 $25,300 100% $25,300 GSPC0341S1F -2011 -500 Gravity Sewer - 450 Dia - 99.639 m 2011 $90,000 100% $90,000 GSPC0342S1F -2011 -501 Gravity Sewer - 450 Dia - 104.809 m 2011 $94,600 100% $94,600 GSPC0343S1F -2011 -502 Gravity Sewer - 450 Dia - 69.836 m 2011 $41,700 100% $41,700

GSPC0344S1F -2011 -503 Gravity Sewer - 450 Dia - 98.02 m 2011 $58,600 100% $58,600 GSPC0345S1F -2011 -504 Gravity Sewer - 450 Dia - 52.802 m 2011 $25,700 100% $25,700 GSPC0346S1F -2011 -505 Gravity Sewer - 525 Dia - 113.442 m 2011 $57,600 100% $57,600

GSPC0347S1F -2011 -506 Gravity Sewer - 525 Dia - 35.128 m 2011 $28,400 100% $28,400 GSPC0348S1F -2011 -507 Gravity Sewer - 525 Dia - 32.249 m 2011 $26,100 100% $26,100 GSPC0349S1F -2011 -508 Gravity Sewer - 525 Dia - 100.005 m 2011 $122,400 100% $122,400 GSPC0350S1F -2011 -509 Gravity Sewer - 525 Dia - 119.365 m 2011 $146,100 100% $146,100 GSPC0351S1F -2011 -510 Gravity Sewer - 525 Dia - 89.006 m 2011 $106,500 100% $106,500 GSPC0352S1F -2011 -511 Gravity Sewer - 525 Dia - 77.82 m 2011 $95,200 100% $95,200 GSPC0353S1F -2011 -512 Gravity Sewer - 525 Dia - 65.115 m 2011 $52,600 100% $52,600 GSPC0354S1F -2011 -513 Gravity Sewer - 750 Dia - 107.87 m 2011 $138,400 100% $138,400 GSPC0355S1F -2011 -514 Gravity Sewer - 525 Dia - 235.631 m 2011 $288,300 99% $285,400 GSPC0356S1F -2011 -515 Gravity Sewer - 525 Dia - 127.393 m 2011 $152,400 99% $150,800 GSPC0357S1F -2011 -516 Gravity Sewer - 525 Dia - 159.803 m 2011 $191,100 99% $189,200 GSPC0358S1F -2011 -517 Gravity Sewer - 525 Dia - 43.841 m 2011 $52,400 99% $51,900 GSPC0359S1F -2011 -518 Gravity Sewer - 525 Dia - 80 m 2011 $53,700 99% $53,100 GSPC0362S1F -2011 -519 Gravity Sewer - 300Dia - 23.087 m 2011 $10,000 100% $10,000 GSPC0363S1F -2011 -520 Gravity Sewer - 300Dia - 83.63 m 2011 $32,200 100% $32,200 GSPC0364S1F -2011 -521 Gravity Sewer - 375 Dia - 32.016 m 2011 $18,500 100% $18,500 GSPC0365S1F -2011 -522 Gravity Sewer - 375 Dia - 76.322 m 2011 $44,000 100% $44,000 GSPC0366S1F -2011 -523 Gravity Sewer - 375 Dia - 60.108 m 2011 $34,700 100% $34,700

GSPC0367S1F -2011 -524 Gravity Sewer - 375 Dia - 29.833 m 2011 $24,600 100% $24,600 GSPC0368S1F -2011 -525 Gravity Sewer - 375 Dia - 24.331 m 2011 $14,000 100% $14,000 GSPC0369S1F -2011 -526 Gravity Sewer - 375 Dia - 53.6 m 2011 $30,900 100% $30,900

GSPC0370S1F -2011 -527 Gravity Sewer - 375 Dia - 34.366 m 2011 $16,700 100% $16,700 GSPC0371S1F -2011 -528 Gravity Sewer - 375 Dia - 43.863 m 2011 $24,900 100% $24,900

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 161 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ GSPC0372S1F -2011 -529 Gravity Sewer - 375 Dia - 133.33 m 2011 $98,600 100% $98,600 GSPC0373S1F -2011 -530 Gravity Sewer - 375 Dia - 57.428 m 2011 $42,500 100% $42,500 GSPC0374S1F -2011 -531 Gravity Sewer - 375 Dia - 52.01 m 2011 $29,100 100% $29,100 GSPC0375S1F -2011 -532 Gravity Sewer - 375 Dia - 175.935 m 2011 $98,500 100% $98,500 GSPC0376S1F -2011 -533 Gravity Sewer - 375 Dia - 37.054 m 2011 $32,300 100% $32,300 GSPC0377S1F -2011 -534 Gravity Sewer - 375 Dia - 19.235 m 2011 $16,800 100% $16,800 GSPC0378S1F -2011 -535 Gravity Sewer - 900Dia - 112.699 m 2011 $183,300 81% $148,500 GSPC0379S1F -2011 -536 Gravity Sewer - 900Dia - 90.874 m 2011 $147,800 82% $121,200 GSPC0380S1F -2011 -537 Gravity Sewer - 900Dia - 55.785 m 2011 $107,700 83% $89,400 GSPC0381S1F -2011 -538 Gravity Sewer - 900Dia - 150.207 m 2011 $290,000 85% $246,500 GSPC0382S1F -2011 -539 Gravity Sewer - 900Dia - 79.931 m 2011 $103,300 85% $87,800 GSPC0383S1F -2011 -683 Gravity Sewer - 1000Dia - 23.345 m 2011 $46,400 85% $39,400 GSPC0384S1F -2011 -688 Gravity Sewer - 1000Dia - 137.884 m 2011 $274,100 87% $238,500 GSPC0385S1F -2011 -540 Gravity Sewer - 1200Dia - 37.736 m 2011 $90,900 90% $81,800 GSPC0386S1F -2011 -541 Gravity Sewer - 1200Dia - 93.349 m 2011 $224,900 91% $204,600 GSPC0387S1F -2011 -542 Gravity Sewer - 1200Dia - 177.868 m 2011 $307,200 91% $279,500

GSPC0388S1F -2011 -543 Gravity Sewer - 1200Dia - 59.775 m 2011 $128,800 92% $118,500 GSPC0389S1F -2011 -544 Gravity Sewer - 1200Dia - 99.639 m 2011 $178,500 92% $164,200 GSPC0390S1F -2011 -545 Gravity Sewer - 750 Dia - 229.856 m 2011 $365,700 100% $365,700

GSPC0391S1F -2011 -546 Gravity Sewer - 750 Dia - 226.559 m 2011 $369,200 100% $369,200 GSPC0392S1F -2011 -547 Gravity Sewer - 750 Dia - 53.6 m 2011 $87,300 100% $87,300 GSPC0393S1F -2011 -548 Gravity Sewer - 1000Dia - 234.61 m 2011 $478,300 100% $478,300 GSPC0394S1F -2011 -549 Gravity Sewer - 1000Dia - 261.895 m 2011 $534,000 100% $534,000

GSPC0395S1F -2011 -550 Gravity Sewer - 1200Dia - 115.802 m 2011 $279,000 90% $251,100 GSPC0396S1F -2011 -551 Gravity Sewer - 1200Dia - 113.283 m 2011 $244,000 90% $219,600 GSPC0397S1F -2011 -552 Gravity Sewer - 1200Dia - 97.908 m 2011 $235,900 89% $209,900

GSPC0398S1F -2011 -689 Gravity Sewer - 1000Dia - 22 m 2011 $43,700 87% $38,000 GSPC0399S1F -2011 -687 Gravity Sewer - 1000Dia - 15.264 m 2011 $30,300 87% $26,400 GSPC0400S1F -2011 -686 Gravity Sewer - 1000Dia - 104.389 m 2011 $207,500 87% $180,500 GSPC0401S1F -2011 -685 Gravity Sewer - 1000Dia - 132.458 m 2011 $226,300 85% $192,400 GSPC0402S1F -2011 -684 Gravity Sewer - 1000Dia - 56.08 m 2011 $111,500 85% $94,800 GSPC0403S1F -2011 -553 Gravity Sewer - 900Dia - 69.462 m 2011 $134,100 83% $111,300 GSPC0404S1F -2011 -554 Gravity Sewer - 900Dia - 50.567 m 2011 $77,100 73% $56,300 GSPC0405S1F -2011 -555 Gravity Sewer - 450 Dia - 35.44 m 2011 $27,900 98% $27,400 GSPC0406S1F -2011 -556 Gravity Sewer - 1000Dia - 184.621 m 2011 $367,000 100% $367,000 GSPC0407S1F -2011 -557 Gravity Sewer - 450 Dia - 110.999 m 2011 $100,200 97% $97,200 GSPC0408S1F -2011 -558 Gravity Sewer - 450 Dia - 119.771 m 2011 $81,900 97% $79,500 GSPC0409S1F -2011 -559 Gravity Sewer - 450 Dia - 74.56 m 2011 $58,800 98% $57,600 GSPC0410S1F -2011 -560 Gravity Sewer - 525 Dia - 122.401 m 2011 $93,500 99% $92,500 GSPC0411S1F -2011 -561 Gravity Sewer - 450 Dia - 128.607 m 2011 $83,100 100% $83,100 GSPC0412S1F -2011 -562 Gravity Sewer - 450 Dia - 118.467 m 2011 $50,700 100% $50,700 GSPC0413S1F -2011 -563 Gravity Sewer - 750 Dia - 152.354 m 2011 $187,700 100% $187,700 GSPC0414S1F -2011 -564 Gravity Sewer - 750 Dia - 152.469 m 2011 $194,700 100% $194,700 GSPC0415S1F -2011 -565 Gravity Sewer - 825 Dia - 92.629 m 2011 $146,200 66% $96,500

GSPC0416S1F -2011 -566 Gravity Sewer - 825 Dia - 66.132 m 2011 $104,400 67% $70,000 GSPC0417S1F -2011 -567 Gravity Sewer - 825 Dia - 118.85 m 2011 $201,400 70% $141,000 GSPC0418S1F -2011 -568 Gravity Sewer - 825 Dia - 68.674 m 2011 $116,400 71% $82,600

GSPC0419S1F -2011 -569 Gravity Sewer - 825 Dia - 109.171 m 2011 $143,100 75% $107,400 GSPC0420S1F -2011 -570 Gravity Sewer - 825 Dia - 133.768 m 2011 $226,700 73% $165,500

162 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ GSPC0421S1F -2011 -571 Gravity Sewer - 750 Dia - 105.765 m 2011 $144,600 78% $112,800 GSPC0422S1F -2011 -572 Gravity Sewer - 750 Dia - 164.465 m 2011 $224,800 85% $191,100 GSPC0423S1F -2011 -573 Gravity Sewer - 750 Dia - 58.794 m 2011 $80,400 71% $57,100 GSPC0424S1F -2011 -574 Gravity Sewer - 750 Dia - 61.272 m 2011 $83,800 71% $59,500 GSPC0425S1F -2011 -575 Gravity Sewer - 750 Dia - 85.741 m 2011 $87,700 71% $62,300 GSPC0426S1F -2011 -576 Gravity Sewer - 300Dia - 61.514 m 2011 $18,700 100% $18,700 GSPC0427S1F -2011 -577 Gravity Sewer - 450 Dia - 92.093 m 2011 $39,400 92% $36,200 GSPC0428S1F -2011 -578 Gravity Sewer - 450 Dia - 69.141 m 2011 $29,600 93% $27,500 GSPC0429S1F -2011 -579 Gravity Sewer - 450 Dia - 101.822 m 2011 $85,000 94% $79,900 GSPC0430S1F -2011 -580 Gravity Sewer - 450 Dia - 67.662 m 2011 $56,500 94% $53,100 GSPC0431S1F -2011 -581 Gravity Sewer - 450 Dia - 76.534 m 2011 $32,700 95% $31,100 GSPC0432S1F -2011 -582 Gravity Sewer - 450 Dia - 63.143 m 2011 $27,000 95% $25,700 GSPC0433S1F -2011 -583 Gravity Sewer - 525 Dia - 116.905 m 2011 $59,400 97% $57,600 GSPC0434S1F -2011 -584 Gravity Sewer - 525 Dia - 99.952 m 2011 $50,800 97% $49,200 GSPC0435S1F -2011 -721 Gravity Sewer - 525 Dia - 177.342 m 2011 $118,900 97% $115,400 GSPC0436S1F -2011 -705 Gravity Sewer - 525 Dia - 79.537 m 2011 $78,400 97% $76,100

GSPC0437S1F -2011 -706 Gravity Sewer - 525 Dia - 36.896 m 2011 $24,700 97% $24,000 GSPC0438S1F -2011 -707 Gravity Sewer - 525 Dia - 59.76 m 2011 $40,100 97% $38,900 GSPC0439M1F / GSPC0440M1F -2011 -709 Gravity Sewer - 525 Dia - 63.564 m 2011 $62,700 97% $60,800

GSPC0439S1F -2011 -708 Gravity Sewer - 525 Dia - 127.786 m 2011 $126,000 97% $122,200 GSPC0440M1F / GSPC0441S1F -2011 -710 Gravity Sewer - 525 Dia - 98.28 m 2011 $96,900 97% $94,000 GSPC0442S1F -2011 -711 Gravity Sewer - 525 Dia - 42.867 m 2011 $42,300 98% $41,400 GSPC0443S1F -2011 -712 Gravity Sewer - 525 Dia - 68.272 m 2011 $72,800 97% $70,600

GSPC0444S1F -2011 -713 Gravity Sewer - 525 Dia - 48.704 m 2011 $51,900 98% $50,900 GSPC0445S1F -2011 -714 Gravity Sewer - 525 Dia - 32.559 m 2011 $34,700 98% $34,000 GSPC0446S1F -2011 -585 Gravity Sewer - 375 Dia - 54.891 m 2011 $37,500 92% $34,500

GSPC0447S1F -2011 -586 Gravity Sewer - 375 Dia - 54.952 m 2011 $19,100 91% $17,400 GSPC0448S1F -2011 -715 Gravity Sewer - 525 Dia - 67.547 m 2011 $72,000 98% $70,600 GSPC0449S1F -2011 -587 Gravity Sewer - 750 Dia - 40.08 m 2011 $63,800 97% $61,900 GSPC0450S1F -2011 -588 Gravity Sewer - 750 Dia - 18.161 m 2011 $28,900 97% $28,000 GSPC0451S1F -2011 -589 Gravity Sewer - 750 Dia - 50.129 m 2011 $54,700 97% $53,000 GSPC0452S1F -2011 -590 Gravity Sewer - 750 Dia - 133.344 m 2011 $145,400 97% $141,100 GSPC0453S1F -2011 -591 Gravity Sewer - 750 Dia - 89.644 m 2011 $97,800 97% $94,800 GSPC0454S1F -2011 -592 Gravity Sewer - 750 Dia - 103.577 m 2011 $164,800 97% $159,800 GSPC0455S1F -2011 -593 Gravity Sewer - 750 Dia - 133.56 m 2011 $212,500 98% $208,200 GSPC0456S1F -2011 -594 Gravity Sewer - 750 Dia - 65.36 m 2011 $104,000 98% $101,900 GSPC0457S1F -2011 -595 Gravity Sewer - 750 Dia - 82.227 m 2011 $89,700 98% $87,900 GSPC0458S1F -2011 -596 Gravity Sewer - 750 Dia - 62.91 m 2011 $68,600 98% $67,200 GSPC0459S1F -2011 -597 Gravity Sewer - 750 Dia - 51.453 m 2011 $81,900 98% $80,200 GSPC0460S1F -2011 -598 Gravity Sewer - 750 Dia - 101.724 m 2011 $161,800 98% $158,600 GSPC0461S1F -2011 -599 Gravity Sewer - 750 Dia - 51.191 m 2011 $81,400 98% $79,800 GSPC0462S1F -2011 -600 Gravity Sewer - 750 Dia - 106.814 m 2011 $169,900 98% $166,500 GSPC0463S1F -2011 -601 Gravity Sewer - 750 Dia - 115.302 m 2011 $183,400 98% $179,800 GSPC0464S1F -2011 -602 Gravity Sewer - 750 Dia - 116.717 m 2011 $185,700 98% $182,000

GSPC0465S1F -2011 -603 Gravity Sewer - 750 Dia - 108.621 m 2011 $118,500 98% $116,100 GSPC0466S1F -2011 -604 Gravity Sewer - 750 Dia - 113.877 m 2011 $181,200 98% $177,500 GSPC0467S1F -2011 -605 Gravity Sewer - 750 Dia - 154.478 m 2011 $168,500 98% $165,100

GSPC0468S1F -2011 -606 Gravity Sewer - 750 Dia - 117.039 m 2011 $165,200 98% $161,900 GSPC0469S1F -2011 -607 Gravity Sewer - 750 Dia - 130.78 m 2011 $184,600 98% $180,900

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 163 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ GSPC0470S1F -2011 -608 Gravity Sewer - 750 Dia - 168.029 m 2011 $237,100 98% $232,400 GSPC0471S1F -2011 -609 Gravity Sewer - 750 Dia - 163.293 m 2011 $230,500 98% $225,800 GSPC0472S1F -2011 -610 Gravity Sewer - 750 Dia - 173.165 m 2011 $244,400 98% $239,500 GSPC0473S1F -2011 -611 Gravity Sewer - 750 Dia - 159.757 m 2011 $225,500 98% $221,000 GSPC0474S1F -2011 -612 Gravity Sewer - 1650 Dia - 174.457 m 2011 $688,800 96% $661,200 GSPC0475S1F -2011 -613 Gravity Sewer - 1650 Dia - 89.798 m 2011 $354,500 96% $340,300 GSPC0476S1F -2011 -614 Gravity Sewer - 375 Dia - 125.823 m 2011 $67,800 88% $59,700 GSPC0483S1F -2011 -615 Gravity Sewer - 1200Dia - 29.12 m 2011 $70,200 95% $66,600 GSPC0484S1F -2011 -616 Gravity Sewer - 1500Dia - 110.44 m 2011 $306,800 92% $282,200 GSPC0485S1F -2011 -617 Gravity Sewer - 1500Dia - 103.428 m 2011 $386,400 93% $359,300 GSPC0486S1F -2011 -618 Gravity Sewer - 1500Dia - 376.243 m 2011 $1,405,600 93% $1,307,200 GSPC0487S1F -2011 -619 Gravity Sewer - 1500Dia - 52.219 m 2011 $200,100 94% $188,100 GSPC0488S1F -2011 -620 Gravity Sewer - 1500Dia - 146.896 m 2011 $562,800 94% $529,100 GSPC0489S1F -2011 -621 Gravity Sewer - 1500Dia - 134.305 m 2011 $514,600 94% $483,700 GSPC0490S1F -2011 -622 Gravity Sewer - 1500Dia - 133.165 m 2011 $510,200 94% $479,600 GSPC0491S1F -2011 -623 Gravity Sewer - 1500Dia - 102.379 m 2011 $392,300 94% $368,700

GSPC0492S1F -2011 -624 Gravity Sewer - 1500Dia - 87.578 m 2011 $279,600 95% $265,700 GSPC0493S1F -2011 -625 Gravity Sewer - 1500Dia - 47.705 m 2011 $152,300 94% $143,200 GSPC0494S1F -2011 -626 Gravity Sewer - 1500Dia - 146.809 m 2011 $468,800 95% $445,300

GSPC0495S1F -2011 -627 Gravity Sewer - 1500Dia - 164.076 m 2011 $550,100 95% $522,600 GSPC0496S1F -2011 -628 Gravity Sewer - 1500Dia - 402.433 m 2011 $1,349,200 95% $1,281,800 GSPC0497S1F -2011 -629 Gravity Sewer - 525 Dia - 47.307 m 2011 $43,500 99% $43,100 GSPC0505S1F -2011 -630 Gravity Sewer - 300Dia - 89.594 m 2011 $34,500 100% $34,500

GSPC0506S1F -2011 -631 Gravity Sewer - 300Dia - 89.001 m 2011 $32,800 100% $32,800 GSPC0507S1F -2011 -632 Gravity Sewer - 300Dia - 90.548 m 2011 $31,900 100% $31,900 GSPC0508S1F -2011 -633 Gravity Sewer - 300Dia - 40.638 m 2011 $12,400 100% $12,400

GSPC0509S1F -2011 -634 Gravity Sewer - 300Dia - 29.994 m 2011 $12,700 100% $12,700 GSPC0510S1F -2011 -635 Gravity Sewer - 300Dia - 82.781 m 2011 $30,500 100% $30,500 GSPC0511S1F -2011 -636 Gravity Sewer - 300Dia - 60.692 m 2011 $25,800 100% $25,800 GSPC0512S1F -2011 -637 Gravity Sewer - 300Dia - 66.489 m 2011 $27,100 100% $27,100 GSPC0513S1F -2011 -638 Gravity Sewer - 300Dia - 46.483 m 2011 $18,900 100% $18,900 GSPC0514S1F -2011 -639 Gravity Sewer - 300Dia - 87.124 m 2011 $35,500 100% $35,500 GSPC0515S1F -2011 -640 Gravity Sewer - 300Dia - 68.195 m 2011 $17,200 100% $17,200 GSPC0516S1F -2011 -641 Gravity Sewer - 300Dia - 87.959 m 2011 $22,200 100% $22,200 GSPC0522S1F -2011 -642 Gravity Sewer - 300Dia - 87.255 m 2011 $26,500 100% $26,500 GSPC0530S1F -2011 -643 Gravity Sewer - 375 Dia - 133.98 m 2011 $87,900 100% $87,900 GSPC0531S1F -2011 -644 Gravity Sewer - 375 Dia - 74.561 m 2011 $48,900 100% $48,900 GSPC0532S1F -2011 -645 Gravity Sewer - 375 Dia - 104.638 m 2011 $68,600 100% $68,600 GSPC0533S1F -2011 -646 Gravity Sewer - 375 Dia - 70.251 m 2011 $59,900 100% $59,900 GSPC0534S1F -2011 -647 Gravity Sewer - 375 Dia - 59.649 m 2011 $32,500 100% $32,500 GSPC0535S1F -2011 -648 Gravity Sewer - 375 Dia - 111.819 m 2011 $60,900 100% $60,900 GSPC0536S1F -2011 -649 Gravity Sewer - 375 Dia - 124.274 m 2011 $67,700 100% $67,700 GSPC0538S1F -2011 -650 Gravity Sewer - 300Dia - 3.995 m 2011 $2,100 60% $1,300 GSPC0539S1F -2011 -651 Gravity Sewer - 300Dia - 90.236 m 2011 $47,600 73% $34,800

GSPC0540S1F -2011 -652 Gravity Sewer - 300Dia - 84.393 m 2011 $44,500 74% $32,900 GSPC0541S1F -2011 -653 Gravity Sewer - 300Dia - 13.928 m 2011 $7,300 76% $5,600 GSPC0542S1F -2011 -654 Gravity Sewer - 300Dia - 75.472 m 2011 $38,500 74% $28,500

GSPC0543S1F -2011 -655 Gravity Sewer - 300Dia - 84.022 m 2011 $42,900 74% $31,700 GSPC0544S1F -2011 -656 Gravity Sewer - 300Dia - 80.118 m 2011 $40,900 74% $30,200

164 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ GSPC0545S1F -2011 -657 Gravity Sewer - 300Dia - 88.011 m 2011 $37,400 74% $27,600 GSPC0546S1F -2011 -658 Gravity Sewer - 300Dia - 62.6 m 2011 $26,600 74% $19,700 GSPC0554S1F -2011 -659 Gravity Sewer - 300Dia - 66.204 m 2011 $28,900 94% $27,100 GSPC0555S1F -2011 -660 Gravity Sewer - 300Dia - 72.097 m 2011 $24,800 94% $23,300 GSPC0556S1F -2011 -661 Gravity Sewer - 300Dia - 83.886 m 2011 $50,100 91% $45,600 GSPC0557S1F -2011 -662 Gravity Sewer - 300Dia - 83.051 m 2011 $25,200 91% $23,000 GSPC0564S1F -2011 -663 Gravity Sewer - 600Dia - 148.056 m 2011 $86,300 26% $22,400 GSPC0565S1F -2011 -664 Gravity Sewer - 600Dia - 116.082 m 2011 $67,600 53% $35,800 GSPC0566S1F -2011 -665 Gravity Sewer - 600Dia - 14.371 m 2011 $10,500 66% $7,000 GSPC0567S1F -2011 -666 Gravity Sewer - 600Dia - 60.175 m 2011 $64,800 69% $44,700 GSPC0568S1F -2011 -667 Gravity Sewer - 825 Dia - 158.047 m 2011 $190,900 67% $127,900 GSPC0569S1F -2011 -668 Gravity Sewer - 825 Dia - 179.659 m 2011 $255,300 75% $191,500 GSPC0570S1F -2011 -669 Gravity Sewer - 825 Dia - 178.062 m 2011 $253,000 78% $197,400 GSPC0571S1F -2011 -670 Gravity Sewer - 825 Dia - 136.183 m 2011 $178,600 79% $141,100 GSPC0572S1F -2011 -671 Gravity Sewer - 825 Dia - 86.057 m 2011 $126,000 81% $102,000 GSPC0573S1F -2011 -672 Gravity Sewer - 825 Dia - 41.534 m 2011 $60,800 80% $48,600

GSPC0574S1F -2011 -690 Gravity Sewer - 825 Dia - 116.343 m 2011 $170,300 84% $143,000 GSPC0575S1F -2011 -691 Gravity Sewer - 825 Dia - 121.447 m 2011 $146,700 84% $123,200 GSPC0576S1F -2011 -692 Gravity Sewer - 825 Dia - 116.197 m 2011 $218,000 84% $183,100

GSPC0577S1F -2011 -693 Gravity Sewer - 825 Dia - 111.509 m 2011 $209,200 84% $175,700 GSPC0578S1F -2011 -695 Gravity Sewer - 825 Dia - 125.397 m 2011 $226,300 84% $190,100 GSPC0583S1F -2011 -675 Gravity Sewer - 375 Dia - 174.679 m 2011 $60,700 100% $60,700 GSPC0584S1F -2011 -676 Gravity Sewer - 375 Dia - 168.374 m 2011 $66,500 100% $66,500

GSPC0586S1F -2011 -677 Gravity Sewer - 375 Dia - 20.156 m 2011 $9,600 100% $9,600 GSPC0600S1F -2011 -680 Gravity Sewer - 375 Dia - 19.98 m 2011 $7,900 100% $7,900 GSPC0608S1F -2011 -681 Gravity Sewer - 375 Dia - 77.095 m 2011 $40,500 100% $40,500

GSPC0609S1F -2011 -682 Gravity Sewer - 375 Dia - 62.728 m 2011 $24,800 100% $24,800 GSPC0611S1F -2011 -694 Gravity Sewer - 825 Dia - 45.633 m 2011 $85,600 83% $71,000 GSPC0612S1F -2056 -696 Gravity Sewer - 225 Dia - 43.415 m 2056 $14,200 100% $14,200 GSPC0613S1F -2056 -697 Gravity Sewer - 225 Dia - 73.731 m 2056 $33,100 100% $33,100 GSPC0614S1F -2056 -698 Gravity Sewer - 225 Dia - 88.579 m 2056 $39,800 100% $39,800 GSPC0615S1F -2056 -699 Gravity Sewer - 225 Dia - 71.357 m 2056 $23,200 100% $23,200 GSPC0616S1F -2056 -700 Gravity Sewer - 225 Dia - 55.124 m 2056 $17,900 100% $17,900 GSPC0617S1F -2056 -701 Gravity Sewer - 225 Dia - 65.082 m 2056 $16,800 100% $16,800 GSPC0618S1F -2056 -702 Gravity Sewer - 225 Dia - 74.214 m 2056 $19,200 100% $19,200 GSPC0619S1F -2056 -703 Gravity Sewer - 225 Dia - 72.408 m 2056 $23,500 100% $23,500 GSPC0620S1F -2056 -704 Gravity Sewer - 225 Dia - 30.167 m 2056 $6,800 100% $6,800 GSPC0628S1F -2011 -716 Gravity Sewer - 525 Dia - 69.195 m 2011 $68,200 98% $66,800 GSPC0629S1F -2011 -717 Gravity Sewer - 525 Dia - 70.741 m 2011 $69,700 98% $68,300 GSPC0630S1F -2011 -718 Gravity Sewer - 525 Dia - 27.682 m 2011 $27,300 99% $27,000 GSPC0631S1F -2011 -719 Gravity Sewer - 525 Dia - 60.564 m 2011 $59,700 98% $58,500 GSPC0632S1F -2011 -720 Gravity Sewer - 525 Dia - 30.29 m 2011 $36,200 99% $35,900 HEFPA9MH1/3 / HEFPA9001temp -2006 -1841 Gravity Sewer - 1050 Dia - 23.288 m 2006 $51,700 100% $51,700 HEFPA9MH1/3 / HEFPA9001temp -2006 -2178 Gravity Sewer - 1050 Dia - 23.288 m 2006 $45,000 100% $45,000

HEFRMPA1025 / HEFRMPA1026 -2006 -1844 Rising Main - 450 Dia - 2.958 m 2006 $3,000 100% $3,000 HEFRMPA1033 / HEFRMPA1034 -2006 -1833 Rising Main - 450 Dia - 164.691 m 2006 $165,500 100% $165,500 HEFRMPA9000/ HEFRMPA9001 -2006 -2153 Rising Main - 400Dia - 1690.39 m 2006 $1,629,400 100% $1,629,400

HEFRMPA9037 / HEFRMPA9038 -2006 -1845 Rising Main - 400Dia - 4.665 m 2006 $4,000 100% $4,000 RMPC0032S1F -2011 -726 Rising Main - 300Dia - 217.786 m 2011 $141,300 100% $141,300

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 165 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ RMPC0041S1F -2056 -728 Rising Main - 500Dia - 1836.26 m 2056 $2,613,200 100% $2,613,200 RMPC0042S1F -2011 -727 Rising Main - 600Dia - 1845.19 m 2011 $3,188,800 86% $2,742,300 RMPC0064S1F -2011 -673 Rising Main - 250 Dia - 213.695 m 2011 $107,000 100% $107,000 RMPC0072S1F -2011 -674 Rising Main - 250 Dia - 499.604 m 2011 $242,000 100% $242,000 RMPC0073S1F -2011 -722 Rising Main - 250 Dia - 4075.11 m 2011 $2,041,400 100% $2,041,400 RMPC0079S1F -2011 -725 Rising Main - 450 Dia - 2730.56 m 2011 $3,046,100 100% $3,046,100 RMPC0083S1F -2011 -724 Rising Main - 1085 Dia - 1314.36 m 2011 $3,430,000 95% $3,258,500 RMPC0094S1F -2011 -678 Rising Main - 250 Dia - 25.062 m 2011 $8,200 100% $8,200 RMPC0095S1F -2011 -679 Rising Main - 375 Dia - 1671.16 m 2011 $1,064,800 100% $1,064,800 RMPC0103S1F -2011 -723 Rising Main - 300Dia - 884.528 m 2011 $537,100 100% $537,100 RMPC0110S1F -2011 -730 Rising Main - 150 Dia - 3266.51 m 2011 $1,103,900 100% $1,103,900 RMPC0111S1F -2011 -729 Rising Main - 300Dia - 559.94 m 2011 $290,600 100% $290,600 S092-00199M / S092-CT1 -2006 -1828 Gravity Sewer - 300Dia - 7.291 m 2006 $3,800 100% $3,800 Coombabah Wastewater Financial Catchment 1401/1 / S092-02147M -2056 -2127 Gravity Sewer - 375 Dia - 30.216 m 2056 $26,400 100% $26,400 1401/2 / 1401/1 -2056 -2126 Gravity Sewer - 375 Dia - 37.026 m 2056 $32,300 100% $32,300

1401/3 / 1401/2 -2056 -2125 Gravity Sewer - 375 Dia - 38.314 m 2056 $28,300 100% $28,300 1401/4 / 1401/3 -2056 -2124 Gravity Sewer - 375 Dia - 39.773 m 2056 $29,400 100% $29,400 CO01036 / S091-00029M -2006 -1778 Gravity Sewer - 225 Dia - 17.551 m 2006 $5,600 100% $5,600

CO01976 / S067-00139M -2006 -1338 Gravity Sewer - 600Dia - 2.62115 m 2006 $2,100 100% $2,100 CO02061 / S041-00838M -2006 -1339 Gravity Sewer - 375 Dia - 5.93687 m 2006 $2,100 100% $2,100 CO05566 / S067-00012M -2006 -1340 Gravity Sewer - 525 Dia - 3.7417 m 2006 $2,600 100% $2,600 CO05576 / S067-00046M -2011 -1532 Gravity Sewer - 375 Dia - 1.71439 m 2011 $800 100% $800

CO19156 / S089-00159M -2056 -2094 Gravity Sewer - 450 Dia - 3.856 m 2056 $3,100 100% $3,100 CO19201 / S089-00170M -2056 -2086 Gravity Sewer - 450 Dia - 19.645 m 2056 $15,700 100% $15,700 CO19413 / S043-00541M -2056 -1628 Gravity Sewer - 225 Dia - 2.7847 m 2056 $600 100% $600

CORMA03001 / CORMA03002 -2006 -1732 Rising Main - 300Dia - 867.904 m 2006 $522,500 100% $522,500 CORMA03017 / CORMA03018 -2056 -1730 Rising Main - 600Dia - 444.048 m 2056 $623,900 100% $623,900 CORMA03019 / CORMA03020 -2056 -1611 Rising Main - 600Dia - 68.4366 m 2056 $112,500 100% $112,500 CORMA03020 / CORMA03B001 -2056 -1612 Rising Main - 450 Dia - 6.00078 m 2056 $6,800 100% $6,800 CORMA03021 / CORMA03022 -2006 -1334 Rising Main - 500Dia - 51.5487 m 2006 $67,400 100% $67,400 CORMA03023 / CORMA03024 -2006 -1335 Rising Main - 500Dia - 8.33634 m 2006 $9,600 100% $9,600 CORMA03024 / CORMA03025 -2006 -1336 Rising Main - 500Dia - 87.2084 m 2006 $100,900 100% $100,900 CORMA03025 / CORMA03026 -2006 -1330 Rising Main - 500Dia - 2.54275 m 2006 $3,300 100% $3,300 CORMA03028 / CORMA03029 -2006 -1727 Rising Main - 500Dia - 1575.02 m 2006 $2,059,200 100% $2,059,200 CORMA03035 / CORMA03036 -2056 -1728 Rising Main - 450 Dia - 364.985 m 2056 $458,500 100% $458,500 CORMA03036 / CORMA03037 -2056 -1725 Rising Main - 600Dia - 153.718 m 2056 $270,000 100% $270,000 CORMA03037 / BENOWA -2006 -1332 Rising Main - 800Dia - 129.057 m 2006 $310,600 100% $310,600 CORMA03B001 / CORMA03B002 -2056 -1729 Rising Main - 250 Dia - 821.794 m 2056 $394,700 100% $394,700 CORMA03B004 / CORMA03B005 -2056 -1610 Rising Main - 375 Dia - 539.855 m 2056 $474,000 100% $474,000 CORMA03C001 / CORMA03C002 -2056 -1726 Rising Main - 300Dia - 1737.72 m 2056 $1,046,200 100% $1,046,200 CORMA04001 / CORMA04002 -2056 -1733 Rising Main - 200Dia - 433.875 m 2056 $164,100 100% $164,100 CORMA04004A / CORMA04005 -2056 -1734 Rising Main - 200Dia - 454.63 m 2056 $171,900 100% $171,900 CORMA05001 / CORMA05002 -2056 -1731 Rising Main - 600Dia - 688.936 m 2056 $1,093,800 83% $907,800

CORMA05002 / CORMA03013 -2006 -1333 Rising Main - 500Dia - 31 m 2006 $29,400 100% $29,400 CORMA09005 / CORMA09007 -2016 -2175 Rising Main - 150 Dia - 337.91 m 2016 $120,700 100% $120,700 CORMA25001 / CORMA25002 -2006 -1722 Rising Main - 250 Dia - 404.801 m 2006 $194,400 100% $194,400

CORMA26006 / CORMA26007 -2006 -1337 Rising Main - 375 Dia - 410.017 m 2006 $360,000 100% $360,000 CORMA26011 / CORMA26012 -2006 -1723 Rising Main - 375 Dia - 451.022 m 2006 $396,000 70% $277,200

166 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ CORMA70046A / CORMA70047 -2056 -1724 Rising Main - 250 Dia - 855.643 m 2056 $279,800 100% $279,800 CORMA81001 / CORMA03017 -2006 -1331 Rising Main - 100Dia - 14.6281 m 2006 $3,500 83% $2,900 DUMMY_ENDPOINT / S059-00054N -2026 -1710 Rising Main - 900Dia - 118.193 m 2026 $272,100 100% $272,100 HEFGMOX0301 / HEFGMOX0302 -2056 -2106 Gravity Sewer - 675 Dia - 65.997 m 2056 $71,500 100% $71,500 HEFGMOX0302 / HEFGMOX0303 -2056 -2107 Gravity Sewer - 675 Dia - 43.902 m 2056 $47,600 100% $47,600 HEFGMOX0303 / HEFGMOX0304 -2056 -2108 Gravity Sewer - 675 Dia - 133.42 m 2056 $144,600 100% $144,600 HEFGMOX0304 / HEFGMOX0305 -2056 -2109 Gravity Sewer - 675 Dia - 218.504 m 2056 $236,900 100% $236,900 HEFGMOX0305 / HEFGMOX0306 -2056 -2110 Gravity Sewer - 675 Dia - 119.685 m 2056 $96,800 100% $96,800 HEFGMOX0306 / HEFGMOX0307 -2056 -2111 Gravity Sewer - 675 Dia - 164.562 m 2056 $133,100 100% $133,100 HEFGMOX0307 / HEFGMOX0308 -2056 -2112 Gravity Sewer - 675 Dia - 154.206 m 2056 $124,800 100% $124,800 HEFGMOX0308 / HEFGMOX0309 -2056 -2113 Gravity Sewer - 675 Dia - 84.189 m 2056 $68,100 100% $68,100 HEFGMOX0309 / HEFGMOX0310 -2056 -2114 Gravity Sewer - 675 Dia - 57.14 m 2056 $50,400 100% $50,400 HEFGMOX0310 / HEFGMOX0311 -2056 -2115 Gravity Sewer - 675 Dia - 89.968 m 2056 $79,300 100% $79,300 HEFGMOX0311 / HEFGMOX0312 -2056 -2116 Gravity Sewer - 675 Dia - 95.902 m 2056 $96,100 100% $96,100 HEFGMOX0312 / HEFS311 -2056 -2122 Gravity Sewer - 675 Dia - 39.204 m 2056 $41,600 100% $41,600 HEFGMOX1901 / HEFGMOX1902 -2011 -1935 Gravity Sewer - 600Dia - 133.993 m 2011 $182,800 71% $129,800

HEFGMOX1902 / HEFGMOX1903 -2011 -1936 Gravity Sewer - 600Dia - 164.192 m 2011 $224,100 68% $152,400 HEFGMOX1903 / HEFGMOX1904 -2011 -1937 Gravity Sewer - 600Dia - 234.732 m 2011 $320,300 73% $233,800 HEFGMOX1904 / HEFGMOX1905 -2011 -1938 Gravity Sewer - 600Dia - 135.541 m 2011 $185,000 80% $148,000

HEFGMOX1905 / HEFGMOX1906 -2011 -1939 Gravity Sewer - 600Dia - 73.812 m 2011 $100,700 73% $73,500 HEFGMOX1906 / HEFGMOX1907 -2011 -1940 Gravity Sewer - 600Dia - 61.414 m 2011 $83,800 70% $58,700 HEFGMOX1907 / HEFGMOX1908 -2011 -1941 Gravity Sewer - 600Dia - 89.662 m 2011 $92,000 71% $65,300 HEFGMOX1908 / HEFGMOX1909 -2011 -1942 Gravity Sewer - 600Dia - 93.406 m 2011 $95,800 63% $60,400

HEFGMOX1909 / S085-OX19 -2011 -1943 Gravity Sewer - 600Dia - 52.122 m 2011 $86,100 72% $62,000 HEFGMUC0401 / HEFGMUC0402 -2011 -1909 Gravity Sewer - 300Dia - 83.122 m 2011 $36,100 82% $29,600 HEFGMUC0402 / HEFGMUC0403 -2011 -1910 Gravity Sewer - 300Dia - 71.373 m 2011 $31,000 77% $23,900

HEFGMUC0403 / HEFGMUC0404 -2011 -1911 Gravity Sewer - 300Dia - 77.086 m 2011 $33,500 75% $25,100 HEFGMUC0404 / HEFGMUC0405 -2011 -1912 Gravity Sewer - 300Dia - 96.622 m 2011 $29,400 73% $21,400 HEFGMUC0405 / HEFGMUC0406 -2011 -1913 Gravity Sewer - 300Dia - 79.652 m 2011 $28,100 78% $21,900 HEFGMUC0406 / HEFS1MH26 -2011 -1914 Gravity Sewer - 300Dia - 38.889 m 2011 $17,000 87% $14,800 HEFOX3800/ HEFOX3801 -2006 -1840 Gravity Sewer - 800Dia - 1.03 m 2006 $1,600 69% $1,100 HEFPA9001temp / HEFPA9001perm -2006 -1832 Gravity Sewer - 1050 Dia - 14.27 m 2006 $23,000 100% $23,000 HEFRMCO01005 / HEFRMCO01006 -2011 -2145 Rising Main - 450 Dia - 2446.09 m 2011 $2,950,000 100% $2,950,000 HEFRMCO0103 / HERMCO01018 -2006 -1739 Rising Main - 300Dia - 6.344 m 2006 $3,900 100% $3,900 HEFRMOX0301 / HEFRMOX0302 -2056 -2102 Rising Main - 525 Dia - 571.2 m 2056 $795,800 100% $795,800 HEFRMOX0302 / HEFRMOX0303 -2056 -2103 Rising Main - 525 Dia - 189.14 m 2056 $296,200 100% $296,200 HEFRMOX0303 / HEFRMOX0304 -2056 -2104 Rising Main - 525 Dia - 125.574 m 2056 $196,600 100% $196,600 HEFRMOX0304 / HEFRMOX0306 -2056 -2140 Rising Main - 525 Dia - 348.476 m 2056 $528,500 100% $528,500 HEFRMOX0306 / HEFRMOX0307 -2056 -2105 Rising Main - 525 Dia - 89.513 m 2056 $140,200 100% $140,200 HEFRMOX0307 / HEFRMOX0308 -2056 -2120 Rising Main - 525 Dia - 249.997 m 2056 $391,500 100% $391,500 HEFRMOX0308 / HEFRMOX0309 -2056 -2117 Rising Main - 525 Dia - 168.155 m 2056 $255,000 100% $255,000 HEFRMOX0309 / HEFRMOX0310 -2056 -2118 Rising Main - 525 Dia - 71.836 m 2056 $108,900 100% $108,900 HEFRMOX0310 / HEFRMOX0311 -2056 -2119 Rising Main - 525 Dia - 72.695 m 2056 $110,200 100% $110,200 HEFRMOX0311 / HEFGMOX0301 -2056 -2121 Rising Main - 525 Dia - 68.464 m 2056 $103,800 100% $103,800

HEFRMOX03Dummy / HEFRMOX0301 -2056 -2123 Rising Main - 525 Dia - 39.341 m 2056 $54,800 100% $54,800 HEFRMOX29033 / S090-00013M -2006 -2165 Rising Main - 300Dia - 577 m 2006 $350,400 100% $350,400 HEFRMOX3801 / HEFRMOX3802 -2006 -2152 Rising Main - 525 Dia - 430.856 m 2006 $637,500 100% $637,500

HEFRMOX3900/ HEFRMOX3928 -2056 -2157 Rising Main - 450 Dia - 1515 m 2056 $1,872,800 100% $1,872,800 HEFRMOX3927 / HEFRMOX3928 -2006 -2156 Rising Main - 750 Dia - 4509.41 m 2006 $8,948,900 100% $8,948,900

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 167 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ HEFRMOX3928 / CWWTP -2056 -2162 Rising Main - 750 Dia - 3080 m 2056 $6,869,000 100% $6,869,000 HEFRMOX3970 / HEFRMOX3971 -2006 -1842 Rising Main - 1200Dia - 5.001 m 2006 $12,300 100% $12,300 HEFRMOX3971 / HEFRMOX3972 -2006 -1843 Rising Main - 1200Dia - 20.964 m 2006 $51,600 100% $51,600 HEFRMPA1037 / HEFRMPA1038 -2006 -2154 Rising Main - 450 Dia - 2511.56 m 2006 $3,155,100 100% $3,155,100 HEFRMUC0458 / HEFGMUC0401 -2011 -2148 Rising Main - 300Dia - 3359.64 m 2011 $2,179,600 100% $2,179,600 HEFS1003 / HEFOX3800-2006 -1846 Gravity Sewer - 800Dia - 17.18 m 2006 $26,000 98% $25,500 HEFS1005 / HEFS1MH4 -2006 -1869 Gravity Sewer - 800Dia - 125.356 m 2006 $171,200 83% $142,100 HEFS1006 / HEFS1MH5a -2006 -1870 Gravity Sewer - 800Dia - 16.087 m 2006 $20,000 86% $17,200 HEFS1007 / HEFS1006 -2006 -1848 Gravity Sewer - 800Dia - 58.655 m 2006 $73,000 83% $60,600 HEFS1009 / HEFS1MH8 -2006 -1871 Gravity Sewer - 800Dia - 112.087 m 2006 $139,500 83% $115,800 HEFS1010 / HEFS1MH9a -2006 -1872 Gravity Sewer - 800Dia - 9.616 m 2006 $12,700 79% $10,000 HEFS1011 / HEFS1010 -2006 -1851 Gravity Sewer - 800Dia - 71.383 m 2006 $88,900 83% $73,800 HEFS1012 / HEFS1011 -2006 -1852 Gravity Sewer - 800Dia - 65.254 m 2006 $91,600 83% $76,000 HEFS1015 / HEFS1MH14 -2006 -1859 Gravity Sewer - 800Dia - 96.779 m 2006 $135,800 82% $111,400 HEFS1019 / HEFS1MH18 -2006 -1862 Gravity Sewer - 800Dia - 53.719 m 2006 $81,700 84% $68,700 HEFS1020 / HEFS1019 -2006 -1855 Gravity Sewer - 800Dia - 24.63 m 2006 $34,800 84% $29,200

HEFS1021 / HEFS1020 -2006 -1856 Gravity Sewer - 800Dia - 39.295 m 2006 $55,600 85% $47,200 HEFS1MH13 / HEFS1012 -2006 -1853 Gravity Sewer - 800Dia - 89.664 m 2006 $122,500 83% $101,600 HEFS1MH14 / HEFS1MH13 -2006 -1858 Gravity Sewer - 800Dia - 216.981 m 2006 $325,200 83% $269,900

HEFS1MH16 / HEFS1015 -2006 -1854 Gravity Sewer - 800Dia - 117.443 m 2006 $123,900 82% $101,600 HEFS1MH17 / HEFS1MH16 -2006 -1860 Gravity Sewer - 800Dia - 171.078 m 2006 $235,200 89% $209,400 HEFS1MH18 / HEFS1MH17 -2006 -1861 Gravity Sewer - 800Dia - 178.77 m 2006 $208,900 77% $160,900 HEFS1MH22 / HEFS1021 -2006 -1857 Gravity Sewer - 800Dia - 25.211 m 2006 $38,400 85% $32,600

HEFS1MH23 / HEFS1MH22 -2006 -1863 Gravity Sewer - 800Dia - 141.308 m 2006 $194,300 84% $163,200 HEFS1MH24 / HEFS1MH23 -2006 -1864 Gravity Sewer - 800Dia - 162.576 m 2006 $194,800 84% $163,600 HEFS1MH25 / HEFS1MH24 -2006 -1865 Gravity Sewer - 800Dia - 124.771 m 2006 $149,500 84% $125,600

HEFS1MH26 / HEFS1MH25 -2006 -1866 Gravity Sewer - 800Dia - 43.109 m 2006 $59,300 84% $49,800 HEFS1MH3a / HEFS1003 -2006 -1868 Gravity Sewer - 800Dia - 9.904 m 2006 $12,300 78% $9,600 HEFS1MH4 / HEFS1MH3a -2006 -1867 Gravity Sewer - 800Dia - 134.03 m 2006 $202,700 84% $170,300 HEFS1MH5a / HEFS1005 -2006 -1847 Gravity Sewer - 800Dia - 7.497 m 2006 $10,500 78% $8,200 HEFS1MH8 / HEFS1007 -2006 -1849 Gravity Sewer - 800Dia - 82.857 m 2006 $103,100 83% $85,600 HEFS1MH9a / HEFS1009 -2006 -1850 Gravity Sewer - 800Dia - 32.759 m 2006 $43,200 83% $35,800 HEFS201Dum / HEFS311 -2006 -1873 Gravity Sewer - 900Dia - 19.51 m 2006 $23,800 78% $18,500 HEFS202Dum / HEFS201Dum -2006 -1874 Gravity Sewer - 900Dia - 35.815 m 2006 $43,600 57% $24,900 HEFS203 / HEFS203Dum -2006 -1876 Gravity Sewer - 900Dia - 5.157 m 2006 $7,400 87% $6,400 HEFS203Dum / HEFS202Dum -2006 -1875 Gravity Sewer - 900Dia - 141.86 m 2006 $153,800 52% $80,000 HEFS204Dum / HEFS203 -2006 -1877 Gravity Sewer - 900Dia - 54.842 m 2006 $79,500 82% $65,200 HEFS205 / HEFS204Dum -2006 -1878 Gravity Sewer - 900Dia - 177.166 m 2006 $287,000 63% $180,800 HEFS206 / HEFS205 -2006 -1879 Gravity Sewer - 900Dia - 193.122 m 2006 $247,400 61% $150,900 HEFS207Dum / HEFS206 -2006 -1880 Gravity Sewer - 900Dia - 34.928 m 2006 $42,500 61% $26,000 HEFS208Dum / HEFS207Dum -2006 -1881 Gravity Sewer - 900Dia - 69.813 m 2006 $85,000 61% $51,900 HEFS209 / HEFS208Dum -2006 -1882 Gravity Sewer - 900Dia - 69.727 m 2006 $89,300 61% $54,500 HEFS210Dum / HEFS209 -2006 -1883 Gravity Sewer - 900Dia - 69.656 m 2006 $89,200 58% $51,800 HEFS211 / HEFS210Dum -2006 -1884 Gravity Sewer - 900Dia - 106.367 m 2006 $129,600 55% $71,300

HEFS212 / HEFS211 -2006 -1885 Gravity Sewer - 900Dia - 204.066 m 2006 $248,600 64% $159,100 HEFS213Dum / HEFS212 -2006 -1886 Gravity Sewer - 900Dia - 73.312 m 2006 $119,700 84% $100,500 HEFS214Dum / HEFS213Dum -2006 -1887 Gravity Sewer - 900Dia - 127.275 m 2006 $207,700 69% $143,300

HEFS215 / HEFS214Dum -2006 -1888 Gravity Sewer - 900Dia - 23.63 m 2006 $38,600 82% $31,600 HEFS301 / HEFOX39 -2006 -1889 Gravity Sewer - 1200Dia - 24.07 m 2006 $43,100 83% $35,800

168 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ HEFS302 / HEFS301 -2006 -1890 Gravity Sewer - 1200Dia - 200.203 m 2006 $399,900 73% $291,900 HEFS303 / HEFS302 -2006 -1891 Gravity Sewer - 1200Dia - 242.829 m 2006 $435,000 71% $308,800 HEFS304Dum / HEFS303 -2006 -1892 Gravity Sewer - 1200Dia - 66.45 m 2006 $125,900 71% $89,400 HEFS305 / HEFS304Dum -2006 -1893 Gravity Sewer - 1200Dia - 135.291 m 2006 $249,800 70% $174,800 HEFS306Dum / HEFS305 -2006 -1894 Gravity Sewer - 1200Dia - 92.445 m 2006 $170,700 70% $119,500 HEFS307 / HEFS306Dum -2006 -1895 Gravity Sewer - 1200Dia - 64.772 m 2006 $118,400 70% $82,900 HEFS308Dum / HEFS307 -2006 -1896 Gravity Sewer - 1200Dia - 62.137 m 2006 $107,300 70% $75,100 HEFS309 / HEFS308Dum -2006 -1897 Gravity Sewer - 1200Dia - 89.443 m 2006 $150,400 70% $105,300 HEFS310 / HEFS309 -2006 -1898 Gravity Sewer - 1200Dia - 234.236 m 2006 $456,700 68% $310,600 HEFS311 / HEFS310 -2006 -1899 Gravity Sewer - 1200Dia - 219.539 m 2006 $428,100 68% $291,100 HERMCO01001 / HERMCO01002 -2006 -2143 Rising Main - 300Dia - 1369.46 m 2006 $831,600 100% $831,600 HERMCO010103 / HEFRMCO01005 -2011 -2164 Rising Main - 300Dia - 18 m 2011 $11,500 100% $11,500 HERMCO01011 / HERMCO01012 -2006 -2144 Rising Main - 300Dia - 467.046 m 2006 $298,100 100% $298,100 HERMCO01013 / HERMCO01014 -2006 -1737 Rising Main - 300Dia - 192.336 m 2006 $122,800 100% $122,800 HERMCO01018 / HEFRMCO01005 -2011 -2163 Rising Main - 300Dia - 19 m 2011 $11,500 100% $11,500 HERMCO02001 / HERMCO02002 -2056 -2141 Rising Main - 200Dia - 1032.66 m 2056 $417,400 100% $417,400

HERMCO02006 / HERMCO02007 -2056 -2142 Rising Main - 300Dia - 880.484 m 2056 $566,600 100% $566,600 HERMMA02001 / HERMMA02002 -2011 -2149 Rising Main - 250 Dia - 337.347 m 2011 $174,600 100% $174,600 HERMNUC10003 / HERMNUC10004 -2011 -1920 Rising Main - 300Dia - 4.962 m 2011 $3,200 100% $3,200

HERMNUC10004 / HERMNUC10005 -2011 -1921 Rising Main - 300Dia - 15.156 m 2011 $9,800 100% $9,800 HERMNUC10005 / HERMNUC10006 -2011 -1922 Rising Main - 300Dia - 37.143 m 2011 $19,300 100% $19,300 HERMNUC10006 / HERMNUC10007 -2011 -1923 Rising Main - 300Dia - 56.86 m 2011 $29,500 100% $29,500 HERMNUC10007 / HERMNUC10008 -2011 -1924 Rising Main - 300Dia - 180.446 m 2011 $93,700 100% $93,700

HERMNUC10008 / HERMNUC10009 -2011 -1925 Rising Main - 300Dia - 138.276 m 2011 $92,600 97% $89,800 HERMNUC10009 / HERMNUC10010 -2011 -1926 Rising Main - 300Dia - 153.599 m 2011 $96,500 100% $96,500 HERMNUC10010 / HERMNUC10011 -2011 -1927 Rising Main - 300Dia - 99.451 m 2011 $40,800 100% $40,800

HERMNUC10011 / HERMNUC10012 -2011 -1928 Rising Main - 300Dia - 100.07 m 2011 $41,000 100% $41,000 HERMNUC10012 / HERMNUC10013 -2011 -1929 Rising Main - 300Dia - 144.927 m 2011 $59,400 100% $59,400 HERMNUC10013 / HERMNUC10014 -2011 -1931 Rising Main - 300Dia - 36.042 m 2011 $14,800 100% $14,800 HERMNUC10014 / HERMNUC10015 -2011 -1932 Rising Main - 300Dia - 37.171 m 2011 $15,200 100% $15,200 HERMNUC10015 / HERMNUC10016 -2011 -1930 Rising Main - 300Dia - 449.313 m 2011 $233,200 100% $233,200 HERMNUC10016 / NG006 -2011 -1933 Rising Main - 300Dia - 462.267 m 2011 $239,900 100% $239,900 HERMOX19_Dummy / HEFRMOX19001 -2011 -2151 Rising Main - 375 Dia - 1385.97 m 2011 $2,433,800 76% $1,849,700 HERMOX20001 / HERMOX20002 -2006 -1738 Rising Main - 225 Dia - 18.846 m 2006 $8,100 100% $8,100 HERMOX22010 / HEFS311 -2006 -1908 Rising Main - 250 Dia - 6.697 m 2006 $2,600 100% $2,600 HERMOX25010 / HERMOX25011 -2006 -1834 Rising Main - 225 Dia - 13.233 m 2006 $5,800 100% $5,800 HERMOX25010 / HERMOX25011 -2006 -1900 Rising Main - 225 Dia - 13.233 m 2006 $5,800 100% $5,800 HERMOX25011 / HERMOX25012 -2006 -1835 Rising Main - 225 Dia - 185.169 m 2006 $81,200 100% $81,200 HERMOX25011 / HERMOX25012 -2006 -1901 Rising Main - 225 Dia - 185.169 m 2006 $81,200 100% $81,200 HERMOX25012 / HERMOX25013 -2006 -1836 Rising Main - 225 Dia - 42.777 m 2006 $18,800 100% $18,800 HERMOX25012 / HERMOX25013 -2006 -1902 Rising Main - 225 Dia - 42.777 m 2006 $18,800 100% $18,800 HERMOX25013 / HERMOX25014 -2006 -1837 Rising Main - 225 Dia - 44.833 m 2006 $15,700 100% $15,700 HERMOX25013 / HERMOX25014 -2006 -1903 Rising Main - 225 Dia - 44.833 m 2006 $19,700 100% $19,700 HERMOX25014 / HERMOX25015 -2006 -1838 Rising Main - 225 Dia - 45.757 m 2006 $16,100 100% $16,100

HERMOX25014 / HERMOX25015 -2006 -1904 Rising Main - 225 Dia - 45.757 m 2006 $16,100 100% $16,100 HERMOX25015 / HERMOX25016 -2006 -1839 Rising Main - 225 Dia - 95.63 m 2006 $33,600 100% $33,600 HERMOX25015 / HERMOX25016 -2006 -1905 Rising Main - 225 Dia - 95.63 m 2006 $33,600 100% $33,600

HERMOX25016 / HEFS1MH18 -2006 -1906 Rising Main - 225 Dia - 19.479 m 2006 $6,800 100% $6,800 HERMOX26001 / S092-01209M -2056 -2037 Rising Main - 525 Dia - 92.048 m 2056 $93,100 100% $93,100

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 169 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ HERMOX34001 / HERMOX34002 -2011 -2150 Rising Main - 250 Dia - 254.39 m 2011 $135,900 100% $135,900 HERMOX7031 / HEFS311 -2006 -1907 Rising Main - 225 Dia - 12.325 m 2006 $4,600 100% $4,600 HERMUC01001 / HERMUC01002 -2006 -2146 Rising Main - 150 Dia - 2162.05 m 2006 $748,600 100% $748,600 HERMUC13030 / HEFS1MH26 -2006 -2155 Rising Main - 200Dia - 1286.58 m 2006 $524,300 100% $524,300 HERMUC2001 / HERMUC2002 -2011 -2147 Rising Main - 225 Dia - 509.918 m 2011 $179,000 100% $179,000 HERMUCNEW001 / HERMUCNEW002 -2011 -2158 Rising Main - 250 Dia - 920.85 m 2011 $301,200 100% $301,200 NG001 / NG002 -2011 -1915 Gravity Sewer - 375 Dia - 90.843 m 2011 $47,700 83% $39,600 NG002 / NG003 -2011 -1916 Gravity Sewer - 375 Dia - 82.174 m 2011 $43,200 96% $41,400 NG003 / S092-UC1 -2011 -1934 Gravity Sewer - 375 Dia - 27.872 m 2011 $23,800 99% $23,500 NG004 / NG-UCNEW -2011 -1919 Gravity Sewer - 375 Dia - 134.684 m 2011 $70,800 91% $64,400 NG005 / NG004 -2011 -1918 Gravity Sewer - 375 Dia - 161.636 m 2011 $56,200 93% $52,300 NG006 / NG005 -2011 -1917 Gravity Sewer - 375 Dia - 180.227 m 2011 $64,700 91% $58,900 OX03_Dummy / HEFRMOX03Dummy -2056 -2139 Rising Main - 525 Dia - 5.515 m 2056 $7,700 100% $7,700 OX20_Dummy / S090-OX20 -2006 -1736 Gravity Sewer - 375 Dia - 4.945 m 2006 $3,300 100% $3,300 RPR_GN10 / RPR_GN9 -2006 -1341 Gravity Sewer - 375 Dia - 79.3119 m 2006 $31,300 100% $31,300 RPR_GN11 / RPR_GN10 -2006 -1342 Gravity Sewer - 375 Dia - 52.1095 m 2006 $20,600 100% $20,600

RPR_GN3 / RPR_NG2 -2006 -1343 Gravity Sewer - 375 Dia - 68.2717 m 2006 $32,600 100% $32,600 RPR_GN4 / RPR_GN3 -2006 -1344 Gravity Sewer - 375 Dia - 90.0026 m 2006 $43,000 100% $43,000 RPR_GN5 / RPR_GN4 -2006 -1345 Gravity Sewer - 375 Dia - 75.4666 m 2006 $36,100 100% $36,100

RPR_GN6 / RPR_GN5 -2006 -1346 Gravity Sewer - 375 Dia - 87.3642 m 2006 $41,800 100% $41,800 RPR_GN7 / RPR_GN6 -2006 -1347 Gravity Sewer - 375 Dia - 90.4089 m 2006 $43,200 100% $43,200 RPR_GN8 / RPR_GN7 -2006 -1348 Gravity Sewer - 375 Dia - 81.0182 m 2006 $28,200 100% $28,200 RPR_GN9 / RPR_GN8 -2006 -1349 Gravity Sewer - 375 Dia - 76.4874 m 2006 $30,200 100% $30,200

RPR_NG1 / S042-00927M -2006 -1350 Gravity Sewer - 525 Dia - 191.771 m 2006 $176,600 100% $176,600 RPR_NG2 / RPR_NG1 -2006 -1351 Gravity Sewer - 525 Dia - 89.6729 m 2006 $62,600 100% $62,600 S000-00005N / S084-00001N -2006 -1520 Rising Main - 450 Dia - 1607.77 m 2006 $1,325,000 100% $1,325,000

S038-00067M / S038-00075M -2056 -1619 Gravity Sewer - 300Dia - 57.1042 m 2056 $17,400 100% $17,400 S038-00075M / S038-00078M -2056 -1620 Gravity Sewer - 300Dia - 50.093 m 2056 $15,200 100% $15,200 S038-00078M / S038-00079M -2056 -1621 Gravity Sewer - 300Dia - 87.3382 m 2056 $30,100 100% $30,100 S038-00079M / S038-00088M -2056 -1622 Gravity Sewer - 300Dia - 17.0323 m 2056 $5,200 100% $5,200 S038-00088M / S038-00092M -2056 -1623 Gravity Sewer - 300Dia - 50.714 m 2056 $15,400 100% $15,400 S038-00092M / S038-00591M -2056 -1624 Gravity Sewer - 300Dia - 52.7922 m 2056 $16,000 100% $16,000 S038-00125N / S038-00129N -2006 -1527 Rising Main - 400Dia - 8.56918 m 2006 $9,100 100% $9,100 S038-00128N / S038-00129N -2036 -1716 Rising Main - 960 Dia - 22.8481 m 2036 $53,400 100% $53,400 S038-00129N / S041-00098N -2056 -1715 Rising Main - 450 Dia - 1943.03 m 2056 $2,206,600 100% $2,206,600 S038-00371M / S038-00383M -2006 -1365 Gravity Sewer - 375 Dia - 65.0945 m 2006 $22,600 96% $21,700 S038-00373M / S038-00376M -2006 -1366 Gravity Sewer - 375 Dia - 25.0317 m 2006 $12,200 92% $11,200 S038-00374M / S038-00371M -2006 -1367 Gravity Sewer - 300Dia - 10.9883 m 2006 $2,800 100% $2,800 S038-00376M / S038-00632M -2006 -1368 Gravity Sewer - 375 Dia - 35.5746 m 2006 $14,100 100% $14,100 S038-00378M / S038-00382M -2006 -1369 Gravity Sewer - 375 Dia - 70.7308 m 2006 $34,400 97% $33,300 S038-00379M / S038-00373M -2006 -1370 Gravity Sewer - 375 Dia - 44.0927 m 2006 $21,400 100% $21,400 S038-00382M / S038-00379M -2006 -1371 Gravity Sewer - 375 Dia - 20.3 m 2006 $9,900 93% $9,200 S038-00383M / S038-00412M -2006 -1372 Gravity Sewer - 375 Dia - 77.4932 m 2006 $26,900 100% $26,900 S038-00384M / S038-00378M -2006 -1373 Gravity Sewer - 375 Dia - 43.193 m 2006 $17,100 93% $15,900

S038-00412M / S038-00658M -2006 -1374 Gravity Sewer - 375 Dia - 56.6609 m 2006 $33,600 95% $32,000 S038-00445M / S038-00596M -2006 -1375 Gravity Sewer - 375 Dia - 92.8017 m 2006 $62,400 85% $53,000 S038-00446M / S038-00445M -2006 -1376 Gravity Sewer - 375 Dia - 20.064 m 2006 $13,100 76% $10,000

S038-00459M / S038-00446M -2006 -1377 Gravity Sewer - 375 Dia - 33.8013 m 2006 $21,600 83% $17,900 S038-00461M / S038-00459M -2006 -1378 Gravity Sewer - 375 Dia - 10.2747 m 2006 $4,800 100% $4,800

170 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S038-00466M / S038-00461M -2006 -1379 Gravity Sewer - 375 Dia - 81.0724 m 2006 $28,200 100% $28,200 S038-00475M / S038-00466M -2006 -1380 Gravity Sewer - 375 Dia - 76.2303 m 2006 $26,500 90% $23,800 S038-00540M / S038-00558M -2006 -1381 Gravity Sewer - 300Dia - 52.6485 m 2006 $13,300 100% $13,300 S038-00541M / S038-00540M -2006 -1382 Gravity Sewer - 300Dia - 83.2238 m 2006 $26,500 100% $26,500 S038-00542M / S038-00541M -2006 -1383 Gravity Sewer - 300Dia - 70.719 m 2006 $22,500 100% $22,500 S038-00543M / S038-00542M -2006 -1384 Gravity Sewer - 300Dia - 90.1493 m 2006 $28,700 100% $28,700 S038-00544M / S038-00543M -2006 -1385 Gravity Sewer - 300Dia - 43.9618 m 2006 $14,000 100% $14,000 S038-00558M / S038-00634M -2006 -1386 Gravity Sewer - 300Dia - 85.1278 m 2006 $21,500 93% $20,000 S038-00588M / S038-00612M -2056 -1625 Gravity Sewer - 300Dia - 79.9847 m 2056 $24,300 100% $24,300 S038-00591M / S038-00594M -2056 -1626 Gravity Sewer - 300Dia - 40.0288 m 2056 $12,200 100% $12,200 S038-00594M / S038-00588M -2056 -1627 Gravity Sewer - 300Dia - 26.7459 m 2056 $8,100 100% $8,100 S038-00596M / S038-00803M -2006 -1352 Gravity Sewer - 375 Dia - 68.5244 m 2006 $36,800 97% $35,700 S038-00612M / S038-00642M -2056 -1613 Gravity Sewer - 300Dia - 52.651 m 2056 $16,000 100% $16,000 S038-00626M / S038-00628M -2006 -1353 Gravity Sewer - 375 Dia - 36.4822 m 2006 $17,700 84% $14,900 S038-00628M / S038-00641M -2006 -1354 Gravity Sewer - 375 Dia - 19.475 m 2006 $7,700 95% $7,300 S038-00632M / S038-00626M -2006 -1355 Gravity Sewer - 375 Dia - 56.0089 m 2006 $27,200 95% $25,900

S038-00634M / S038-00646M -2006 -1356 Gravity Sewer - 300Dia - 40.4728 m 2006 $12,300 93% $11,400 S038-00638M / S038-00475M -2006 -1357 Gravity Sewer - 375 Dia - 38.8218 m 2006 $18,900 85% $16,000 S038-00641M / S038-00638M -2006 -1358 Gravity Sewer - 375 Dia - 47.6826 m 2006 $18,800 88% $16,600

S038-00642M / S038-00645M -2056 -1614 Gravity Sewer - 300Dia - 93.6947 m 2056 $28,500 100% $28,500 S038-00645M / S038-00544M -2056 -1615 Gravity Sewer - 300Dia - 65.0848 m 2056 $19,800 100% $19,800 S038-00646M / S038-00652M -2006 -1359 Gravity Sewer - 300Dia - 62.2875 m 2006 $15,700 91% $14,300 S038-00652M / S038-00657M -2006 -1360 Gravity Sewer - 300Dia - 34.8216 m 2006 $10,600 82% $8,700

S038-00657M / S038-00666M -2006 -1361 Gravity Sewer - 300Dia - 15.7932 m 2006 $4,800 87% $4,200 S038-00658M / S038-00384M -2006 -1362 Gravity Sewer - 375 Dia - 82.4502 m 2006 $48,900 93% $45,500 S038-00666M / S038-00374M -2006 -1363 Gravity Sewer - 300Dia - 36.8808 m 2006 $9,300 84% $7,800

S038-00803M / S038-00802M -2006 -1364 Gravity Sewer - 375 Dia - 89.6227 m 2006 $48,100 2% $1,000 S039-00223M / S039-00224M -2056 -1616 Gravity Sewer - 225 Dia - 34.8399 m 2056 $11,400 100% $11,400 S039-00224M / S039-00315M -2056 -1617 Gravity Sewer - 225 Dia - 25.9852 m 2056 $5,900 100% $5,900 S039-00312M / S039-00712M -2056 -1618 Gravity Sewer - 225 Dia - 64.632 m 2056 $22,500 100% $22,500 S039-00313M / S039-00312M -2056 -1636 Gravity Sewer - 225 Dia - 61.3515 m 2056 $16,200 100% $16,200 S039-00314M / S039-00313M -2056 -1637 Gravity Sewer - 225 Dia - 8.27549 m 2056 $2,200 100% $2,200 S039-00315M / S039-00314M -2056 -1638 Gravity Sewer - 225 Dia - 36.6017 m 2056 $9,600 100% $9,600 S039-00705M / S039-00706M -2056 -1639 Gravity Sewer - 225 Dia - 48.8652 m 2056 $25,200 100% $25,200 S039-00706M / S039-00707M -2056 -1640 Gravity Sewer - 225 Dia - 68.0288 m 2056 $40,200 100% $40,200 S039-00707M / S039-00708M -2056 -1641 Gravity Sewer - 225 Dia - 72.487 m 2056 $42,800 100% $42,800 S039-00708M / S039-00709M -2056 -1642 Gravity Sewer - 225 Dia - 41.5956 m 2056 $24,600 100% $24,600 S039-00709M / S039-00732M -2056 -1643 Gravity Sewer - 225 Dia - 26.8637 m 2056 $9,300 100% $9,300 S039-00712M / S039-00705M -2056 -1644 Gravity Sewer - 225 Dia - 58.8171 m 2056 $30,300 100% $30,300 S039-00840M / S039-00851M -2006 -1388 Gravity Sewer - 300Dia - 150.113 m 2006 $37,900 100% $37,900 S039-00848M / S039-00862M -2006 -1389 Gravity Sewer - 300Dia - 17.9364 m 2006 $12,800 100% $12,800 S039-00851M / S039-00848M -2006 -1390 Gravity Sewer - 300Dia - 122.412 m 2006 $30,900 100% $30,900 S039-00862M / S039-A22 -2006 -1391 Gravity Sewer - 300Dia - 8.19094 m 2006 $5,800 100% $5,800 S039-A22 / S038-00125N -2036 -1712 Rising Main - 300Dia - 957.326 m 2036 $640,900 100% $640,900

S040-00008M / S040-00012M -2056 -1645 Gravity Sewer - 300Dia - 32.4628 m 2056 $13,800 100% $13,800 S040-00010M / S040-00008M -2056 -1646 Gravity Sewer - 300Dia - 63.4186 m 2056 $23,400 100% $23,400 S040-00012M / S040-00209M -2056 -1647 Gravity Sewer - 300Dia - 18.3248 m 2056 $7,800 100% $7,800

S040-00016M / S040-00010M -2056 -1648 Gravity Sewer - 300Dia - 63.3785 m 2056 $27,600 100% $27,600 S040-00024M / S040-00016M -2056 -1649 Gravity Sewer - 225 Dia - 67.6664 m 2056 $17,500 100% $17,500

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 171 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S040-00036M / S040-00024M -2056 -1650 Gravity Sewer - 225 Dia - 38.9619 m 2056 $10,100 100% $10,100 S040-00039M / S040-00036M -2056 -1651 Gravity Sewer - 225 Dia - 90.0763 m 2056 $23,300 100% $23,300 S040-00043M / S040-00039M -2056 -1652 Gravity Sewer - 225 Dia - 75.2911 m 2056 $19,500 100% $19,500 S040-00044M / S040-00043M -2056 -1653 Gravity Sewer - 225 Dia - 59.7853 m 2056 $15,500 100% $15,500 S040-00045M / S040-00044M -2056 -1654 Gravity Sewer - 225 Dia - 68.5501 m 2056 $22,300 100% $22,300 S040-00048M / S040-00045M -2056 -1655 Gravity Sewer - 225 Dia - 46.5264 m 2056 $15,100 100% $15,100 S040-00146N / S040-00145N -2006 -1525 Rising Main - 450 Dia - 3.28045 m 2006 $3,700 100% $3,700 S040-00206M / S040-00207M -2056 -1656 Gravity Sewer - 300Dia - 50.8772 m 2056 $17,900 100% $17,900 S040-00207M / S040-00240M -2056 -1657 Gravity Sewer - 300Dia - 61.1752 m 2056 $69,200 100% $69,200 S040-00208M / S040-00206M -2056 -1658 Gravity Sewer - 300Dia - 18.8931 m 2056 $6,700 100% $6,700 S040-00209M / S040-00208M -2056 -1659 Gravity Sewer - 300Dia - 30.5806 m 2056 $10,800 100% $10,800 S040-00233M / S040-00232M -2056 -1660 Gravity Sewer - 300Dia - 88.2164 m 2056 $47,700 100% $47,700 S040-00236M / S040-00233M -2056 -1661 Gravity Sewer - 300Dia - 39.5148 m 2056 $40,700 100% $40,700 S040-00238M / S040-00236M -2056 -1662 Gravity Sewer - 300Dia - 96.0357 m 2056 $98,800 100% $98,800 S040-00240M / S040-00238M -2056 -1663 Gravity Sewer - 300Dia - 64.0117 m 2056 $72,500 100% $72,500 S040-00279M / S040-00362M -2011 -1533 Gravity Sewer - 225 Dia - 87.6024 m 2011 $67,800 100% $67,800

S040-00283M / S040-00279M -2011 -1534 Gravity Sewer - 225 Dia - 22.3929 m 2011 $11,500 88% $10,100 S040-00290M / S040-00283M -2011 -1535 Gravity Sewer - 225 Dia - 66.4889 m 2011 $21,100 100% $21,100 S040-00362M / S040-00357M -2011 -1536 Gravity Sewer - 225 Dia - 58.1799 m 2011 $13,200 100% $13,200

S040-00551M / S040-00636M -2011 -1537 Gravity Sewer - 300Dia - 42.3142 m 2011 $17,800 100% $17,800 S040-00609M / S040-00611M -2011 -1538 Gravity Sewer - 300Dia - 38.3734 m 2011 $16,100 100% $16,100 S040-00611M / S040-00646M -2011 -1539 Gravity Sewer - 300Dia - 50.943 m 2011 $21,400 100% $21,400 S040-00615M / S040-00609M -2011 -1540 Gravity Sewer - 300Dia - 40.4429 m 2011 $17,000 100% $17,000

S040-00630M / S040-00628M -2011 -1541 Gravity Sewer - 300Dia - 64.5844 m 2011 $26,700 100% $26,700 S040-00632M / S040-00630M -2011 -1542 Gravity Sewer - 300Dia - 59.89 m 2011 $24,800 100% $24,800 S040-00634M / S040-00632M -2011 -1543 Gravity Sewer - 300Dia - 39.9711 m 2011 $16,500 100% $16,500

S040-00635M / S040-00676M -2011 -1544 Gravity Sewer - 300Dia - 53.9558 m 2011 $22,600 100% $22,600 S040-00636M / S040-00634M -2011 -1545 Gravity Sewer - 300Dia - 61.5187 m 2011 $25,400 100% $25,400 S040-00646M / S040-00635M -2011 -1546 Gravity Sewer - 300Dia - 61.3443 m 2011 $25,700 100% $25,700 S040-00650M / S040-00615M -2011 -1547 Gravity Sewer - 300Dia - 46.63 m 2011 $19,600 100% $19,600 S040-00654M / S040-00650M -2011 -1548 Gravity Sewer - 300Dia - 50.3607 m 2011 $15,300 100% $15,300 S040-00656M / S040-00654M -2011 -1549 Gravity Sewer - 300Dia - 34.9088 m 2011 $10,600 100% $10,600 S040-00657M / S040-00656M -2011 -1550 Gravity Sewer - 300Dia - 19.3311 m 2011 $5,900 100% $5,900 S040-00658M / S040-00659M -2011 -1551 Gravity Sewer - 300Dia - 11.9359 m 2011 $3,600 100% $3,600 S040-00659M / S040-00657M -2011 -1552 Gravity Sewer - 300Dia - 51.1186 m 2011 $16,300 100% $16,300 S040-00663M / S040-00658M -2011 -1553 Gravity Sewer - 300Dia - 21.6463 m 2011 $6,600 100% $6,600 S040-00676M / S040-00677M -2011 -1554 Gravity Sewer - 300Dia - 22.8012 m 2011 $9,600 100% $9,600 S040-00677M / S040-00680M -2011 -1555 Gravity Sewer - 300Dia - 67.8565 m 2011 $28,500 100% $28,500 S040-00680M / S040-00682M -2011 -1556 Gravity Sewer - 300Dia - 50.5683 m 2011 $21,200 100% $21,200 S040-00682M / S040-00683M -2011 -1557 Gravity Sewer - 300Dia - 29.6033 m 2011 $12,400 100% $12,400 S040-00683M / S040-00684M -2011 -1558 Gravity Sewer - 300Dia - 49.4257 m 2011 $20,700 100% $20,700 S040-00684M / S040-00551M -2011 -1559 Gravity Sewer - 300Dia - 45.9738 m 2011 $19,300 100% $19,300 S040-A10 / S40-A10R1 -2011 -2176 Gravity Sewer - 225 Dia - 7.47106 m 2011 $3,000 29% $900 S040-A2 / S040-00146N -2006 -1526 Rising Main - 450 Dia - 21.6016 m 2006 $24,100 81% $19,500

S041-00428M / S041-00436M -2056 -1664 Gravity Sewer - 675 Dia - 51.6629 m 2056 $59,000 100% $59,000 S041-00436M / S041-00441M -2056 -1665 Gravity Sewer - 675 Dia - 26.776 m 2056 $33,700 100% $33,700 S041-00441M / S041-A1 -2056 -1666 Gravity Sewer - 675 Dia - 7.37563 m 2056 $9,300 100% $9,300

S041-00537M / S041-00533M -2056 -1667 Gravity Sewer - 300Dia - 43.5175 m 2056 $17,000 100% $17,000 S041-00539M / S041-00537M -2056 -1668 Gravity Sewer - 300Dia - 62.5743 m 2056 $23,100 100% $23,100

172 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S041-00589M / S041-00592M -2056 -1669 Gravity Sewer - 675 Dia - 57.6393 m 2056 $55,500 100% $55,500 S041-00591M / S041-00594M -2056 -1670 Gravity Sewer - 675 Dia - 67.1574 m 2056 $78,100 100% $78,100 S041-00592M / S041-00591M -2056 -1671 Gravity Sewer - 675 Dia - 35.0247 m 2056 $33,700 100% $33,700 S041-00594M / S041-00596M -2056 -1672 Gravity Sewer - 675 Dia - 94.9621 m 2056 $110,400 100% $110,400 S041-00596M / S041-00604M -2056 -1673 Gravity Sewer - 675 Dia - 116.545 m 2056 $135,500 100% $135,500 S041-00604M / S041-00605M -2056 -1674 Gravity Sewer - 675 Dia - 120.082 m 2056 $139,600 100% $139,600 S041-00605M / S041-00607M -2056 -1675 Gravity Sewer - 675 Dia - 100.185 m 2056 $116,400 100% $116,400 S041-00607M / S041-00428M -2056 -1676 Gravity Sewer - 675 Dia - 64.9005 m 2056 $74,100 100% $74,100 S041-00697M / S041-00539M -2056 -1677 Gravity Sewer - 300Dia - 35.8446 m 2056 $12,600 100% $12,600 S041-00699M / S041-00697M -2056 -1678 Gravity Sewer - 300Dia - 12.3943 m 2056 $5,700 100% $5,700 S041-00701M / S041-00699M -2056 -1679 Gravity Sewer - 300Dia - 81.7364 m 2056 $28,800 100% $28,800 S041-00709M / S041-00701M -2056 -1680 Gravity Sewer - 300Dia - 26.4753 m 2056 $9,300 100% $9,300 S041-00722M / S041-00709M -2056 -1681 Gravity Sewer - 300Dia - 8.72457 m 2056 $3,100 100% $3,100 S041-00724M / S041-00722M -2056 -1682 Gravity Sewer - 300Dia - 35.5428 m 2056 $12,500 100% $12,500 S041-00726M / S041-00724M -2056 -1683 Gravity Sewer - 300Dia - 38.7319 m 2056 $13,700 100% $13,700 S041-00728M / S041-00726M -2056 -1684 Gravity Sewer - 300Dia - 40.976 m 2056 $15,100 100% $15,100

S041-00730M / S041-00728M -2056 -1685 Gravity Sewer - 300Dia - 18.6488 m 2056 $6,900 100% $6,900 S041-00732M / S041-00730M -2056 -1686 Gravity Sewer - 300Dia - 56.4853 m 2056 $20,800 100% $20,800 S041-00838M / S041-00840M -2006 -1392 Gravity Sewer - 375 Dia - 73.6682 m 2006 $35,800 95% $34,000

S041-00839M / S041-00841M -2006 -1393 Gravity Sewer - 375 Dia - 131.282 m 2006 $45,600 100% $45,600 S041-00840M / S041-00839M -2006 -1394 Gravity Sewer - 375 Dia - 128.32 m 2006 $62,300 100% $62,300 S041-00841M / S041-00843M -2006 -1395 Gravity Sewer - 375 Dia - 31.3006 m 2006 $10,900 100% $10,900 S041-00843M / S041-00844M -2006 -1396 Gravity Sewer - 375 Dia - 19.5734 m 2006 $15,100 100% $15,100

S041-00844M / S041-00849M -2006 -1397 Gravity Sewer - 375 Dia - 50.933 m 2006 $39,200 90% $35,300 S041-00849M / S041-00850M -2006 -1398 Gravity Sewer - 375 Dia - 78.1005 m 2006 $60,200 94% $56,500 S041-00850M / S041-00852M -2006 -1399 Gravity Sewer - 375 Dia - 78.7588 m 2006 $60,700 87% $52,800

S041-00851M / S041-00850M -2006 -1400 Gravity Sewer - 375 Dia - 6.59534 m 2006 $5,100 100% $5,100 S041-00852M / S041-00853M -2006 -1401 Gravity Sewer - 375 Dia - 27.2301 m 2006 $27,300 98% $26,700 S041-00853M / S041-00868M -2006 -1402 Gravity Sewer - 375 Dia - 26.8983 m 2006 $27,000 77% $20,800 S041-00854M / S041-00855M -2006 -1403 Gravity Sewer - 375 Dia - 19.4413 m 2006 $11,500 100% $11,500 S041-00855M / S041-A39 -2006 -1519 Gravity Sewer - 375 Dia - 13.7195 m 2006 $6,400 100% $6,400 S041-00861M / S041-00854M -2006 -1404 Gravity Sewer - 375 Dia - 90.5449 m 2006 $53,700 100% $53,700 S041-00862M / S041-00861M -2006 -1405 Gravity Sewer - 375 Dia - 80.6161 m 2006 $47,900 100% $47,900 S041-00863M / S041-00862M -2006 -1406 Gravity Sewer - 375 Dia - 89.6157 m 2006 $81,100 90% $73,000 S041-00864M / S041-01008M -2006 -1407 Gravity Sewer - 375 Dia - 48.5019 m 2006 $48,600 36% $17,500 S041-00865M / S041-00864M -2006 -1408 Gravity Sewer - 375 Dia - 75.3074 m 2006 $75,500 41% $31,000 S041-00866M / S041-00865M -2006 -1409 Gravity Sewer - 375 Dia - 38.773 m 2006 $38,900 69% $26,800 S041-00867M / S041-00866M -2006 -1410 Gravity Sewer - 375 Dia - 39.9169 m 2006 $40,000 67% $26,800 S041-00868M / S041-00867M -2006 -1411 Gravity Sewer - 375 Dia - 25.2372 m 2006 $25,300 100% $25,300 S041-01008M / S041-00863M -2006 -1412 Gravity Sewer - 375 Dia - 40.022 m 2006 $40,100 33% $13,200 S041-A1 / S041-00100N -2006 -1521 Rising Main - 525 Dia - 21.0535 m 2006 $31,200 71% $22,100 S042-00924M / S042-00946M -2006 -1413 Gravity Sewer - 525 Dia - 82.1664 m 2006 $86,200 100% $86,200 S042-00925M / S042-00924M -2006 -1414 Gravity Sewer - 525 Dia - 82.5158 m 2006 $86,500 100% $86,500 S042-00926M / S042-00925M -2006 -1415 Gravity Sewer - 525 Dia - 44.8688 m 2006 $53,700 90% $48,300

S042-00927M / S042-00926M -2006 -1416 Gravity Sewer - 525 Dia - 119.307 m 2006 $142,700 82% $117,000 S042-00946M / S042-00947M -2006 -1417 Gravity Sewer - 525 Dia - 22.7519 m 2006 $24,900 100% $24,900 S042-00947M / S042-A70 -2006 -1418 Gravity Sewer - 525 Dia - 4.19958 m 2006 $4,400 100% $4,400

S043-00517M / S043-00532M -2056 -1629 Gravity Sewer - 225 Dia - 83.4996 m 2056 $27,400 100% $27,400 S043-00529M / S043-00517M -2056 -1630 Gravity Sewer - 225 Dia - 41.1457 m 2056 $9,300 100% $9,300

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 173 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S043-00532M / S043-A30 -2056 -1631 Gravity Sewer - 225 Dia - 16.629 m 2056 $5,500 100% $5,500 S043-00536M / S043-00537M -2056 -1632 Gravity Sewer - 225 Dia - 84.0235 m 2056 $19,100 100% $19,100 S043-00537M / S043-00538M -2056 -1633 Gravity Sewer - 225 Dia - 31.0317 m 2056 $7,000 100% $7,000 S043-00538M / S043-00539M -2056 -1634 Gravity Sewer - 225 Dia - 46.3547 m 2056 $10,500 100% $10,500 S043-00539M / S043-00540M -2056 -1635 Gravity Sewer - 225 Dia - 51.6278 m 2056 $11,700 100% $11,700 S043-00540M / S043-00550M -2056 -1704 Gravity Sewer - 225 Dia - 48.6826 m 2056 $11,100 100% $11,100 S043-00541M / S043-00536M -2056 -1705 Gravity Sewer - 225 Dia - 36.5294 m 2056 $7,600 100% $7,600 S043-00550M / S043-00551M -2056 -1706 Gravity Sewer - 225 Dia - 41.9995 m 2056 $13,800 100% $13,800 S043-00551M / S043-00529M -2056 -1707 Gravity Sewer - 225 Dia - 54.5246 m 2056 $17,900 100% $17,900 S044-00012M / S044-00013M -2006 -1419 Gravity Sewer - 675 Dia - 66.0077 m 2006 $78,500 100% $78,500 S044-00013M / S044-00014M -2006 -1420 Gravity Sewer - 675 Dia - 21.3362 m 2006 $25,400 88% $22,300 S044-00014M / S044-A5 -2006 -1421 Gravity Sewer - 675 Dia - 6.50994 m 2006 $6,400 92% $5,900 S044-00081M / S044-00119M -2006 -1422 Gravity Sewer - 900Dia - 43.8752 m 2006 $59,600 54% $32,200 S044-00084M / S044-00085M -2006 -1423 Gravity Sewer - 900Dia - 100.762 m 2006 $136,800 54% $73,900 S044-00085M / S044-00081M -2006 -1424 Gravity Sewer - 900Dia - 59.9044 m 2006 $81,300 52% $42,300 S044-00086M / S044-00012M -2006 -1425 Gravity Sewer - 675 Dia - 31.6274 m 2006 $33,600 100% $33,600

S044-00087M / S044-00086M -2006 -1426 Gravity Sewer - 675 Dia - 79.8871 m 2006 $84,800 86% $73,000 S044-00088M / S044-00087M -2006 -1427 Gravity Sewer - 675 Dia - 40.0279 m 2006 $42,500 94% $40,000 S044-00089M / S044-00088M -2006 -1428 Gravity Sewer - 675 Dia - 91.5606 m 2006 $97,200 94% $91,400

S044-00090M / S044-00089M -2006 -1429 Gravity Sewer - 675 Dia - 41.9725 m 2006 $49,900 76% $37,900 S044-00091M / S044-00090M -2006 -1430 Gravity Sewer - 675 Dia - 36.218 m 2006 $43,000 44% $18,900 S044-00092M / S044-00091M -2006 -1431 Gravity Sewer - 675 Dia - 31.8187 m 2006 $37,800 95% $35,900 S044-00093M / S044-00092M -2006 -1432 Gravity Sewer - 675 Dia - 55.01 m 2006 $65,400 86% $56,200

S044-00115M / S044-00116M -2006 -1433 Gravity Sewer - 675 Dia - 43.9924 m 2006 $52,300 91% $47,600 S044-00116M / S044-00093M -2006 -1434 Gravity Sewer - 675 Dia - 51.2976 m 2006 $61,000 100% $61,000 S044-00117M / S044-00115M -2006 -1435 Gravity Sewer - 675 Dia - 42.5279 m 2006 $50,500 77% $38,900

S044-00119M / S044-00117M -2006 -1436 Gravity Sewer - 675 Dia - 40.1806 m 2006 $42,700 94% $40,100 S044-00162M / S044-00218M -2006 -1437 Gravity Sewer - 375 Dia - 28.1993 m 2006 $16,700 100% $16,700 S044-00185M / S044-00215M -2006 -1438 Gravity Sewer - 375 Dia - 39.2769 m 2006 $19,100 32% $6,100 S044-00187M / S044-00185M -2006 -1439 Gravity Sewer - 375 Dia - 50.9263 m 2006 $24,700 50% $12,400 S044-00215M / S044-00162M -2006 -1440 Gravity Sewer - 375 Dia - 55.3987 m 2006 $26,900 6% $1,600 S044-00216M / S044-00084M -2006 -1441 Gravity Sewer - 375 Dia - 58.8942 m 2006 $35,000 100% $35,000 S044-00218M / S044-00216M -2006 -1442 Gravity Sewer - 375 Dia - 61.1748 m 2006 $36,300 100% $36,300 S044-00316M / S044-00187M -2006 -1443 Gravity Sewer - 375 Dia - 55.7506 m 2006 $27,100 68% $18,400 S044-00341M / S044-A26 -2021 -1573 Gravity Sewer - 600Dia - 6.10409 m 2021 $4,500 98% $4,400 S044-00351M / S044-00341M -2021 -1574 Gravity Sewer - 600Dia - 41.7795 m 2021 $39,100 100% $39,100 S044-00365M / S044-00351M -2021 -1575 Gravity Sewer - 600Dia - 20.7292 m 2021 $32,800 40% $13,100 S044-00366M / S044-00365M -2021 -1576 Gravity Sewer - 600Dia - 86.65 m 2021 $81,200 51% $41,400 S044-00367M / S044-00366M -2021 -1577 Gravity Sewer - 600Dia - 99.5695 m 2021 $157,600 67% $105,600 S044-00372M / S044-00374M -2021 -1578 Gravity Sewer - 600Dia - 115.698 m 2021 $108,400 100% $108,400 S044-00374M / S044-00367M -2021 -1579 Gravity Sewer - 600Dia - 140.238 m 2021 $131,400 65% $85,400 S048-00005M / S048-00088M -2056 -1687 Gravity Sewer - 225 Dia - 92.6999 m 2056 $17,500 100% $17,500 S048-00006M / S048-00005M -2056 -1688 Gravity Sewer - 225 Dia - 23.2529 m 2056 $4,400 100% $4,400 S048-00007M / S048-00006M -2056 -1689 Gravity Sewer - 225 Dia - 59.2248 m 2056 $11,200 100% $11,200

S048-00036M / S048-00007M -2056 -1690 Gravity Sewer - 225 Dia - 65.2744 m 2056 $18,500 100% $18,500 S048-00088M / S048-00152M -2056 -1691 Gravity Sewer - 225 Dia - 6.43983 m 2056 $2,100 100% $2,100 S048-00149M / S048-00155M -2056 -1692 Gravity Sewer - 225 Dia - 91.3657 m 2056 $17,200 100% $17,200

S048-00155M / S048-00162M -2056 -1693 Gravity Sewer - 225 Dia - 46.5339 m 2056 $7,600 100% $7,600 S048-00160M / S048-00036M -2056 -1694 Gravity Sewer - 225 Dia - 40.1977 m 2056 $9,700 100% $9,700

174 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S048-00161M / S048-A16 -2056 -1695 Gravity Sewer - 225 Dia - 17.8788 m 2056 $4,600 100% $4,600 S048-00162M / S048-00160M -2056 -1696 Gravity Sewer - 225 Dia - 47.7915 m 2056 $11,600 100% $11,600 S052-00008N / S052-00006N -2006 -2161 Rising Main - 750 Dia - 898 m 2006 $1,866,900 100% $1,866,900 S055-00014N / S043-00112N -2026 -1711 Rising Main - 900Dia - 426.863 m 2026 $1,042,600 100% $1,042,600 S057-00001M / S057-00007M -2021 -1580 Gravity Sewer - 675 Dia - 14.7673 m 2021 $12,800 100% $12,800 S057-00007M / S057-00009M -2021 -1581 Gravity Sewer - 675 Dia - 25.4443 m 2021 $27,000 100% $27,000 S057-00009M / S057-00011M -2021 -1582 Gravity Sewer - 750 Dia - 12.9467 m 2021 $15,400 100% $15,400 S057-00011M / S057-00013M -2021 -1583 Gravity Sewer - 750 Dia - 15.7574 m 2021 $18,700 65% $12,200 S057-00013M / S057-00025M -2021 -1584 Gravity Sewer - 750 Dia - 19.7889 m 2021 $19,500 88% $17,200 S057-00025M / S057-00027M -2021 -1585 Gravity Sewer - 750 Dia - 28.3076 m 2021 $27,900 68% $19,000 S057-00027M / S057-A3 -2021 -1586 Gravity Sewer - 750 Dia - 31.6175 m 2021 $26,900 15% $4,000 S057-00050M / S057-00052M -2021 -1587 Gravity Sewer - 300Dia - 38.0528 m 2021 $17,600 100% $17,600 S057-00052M / S057-00054M -2021 -1588 Gravity Sewer - 675 Dia - 28.6351 m 2021 $30,400 100% $30,400 S057-00054M / S057-00078M -2021 -1589 Gravity Sewer - 675 Dia - 65.8011 m 2021 $69,900 100% $69,900 S057-00055M / S057-00259M -2021 -1590 Gravity Sewer - 375 Dia - 75.6619 m 2021 $36,800 86% $31,600 S057-00056M / S057-00050M -2021 -1591 Gravity Sewer - 300Dia - 12.6393 m 2021 $7,000 16% $1,100

S057-00057M / S057-00055M -2021 -1592 Gravity Sewer - 375 Dia - 20.0044 m 2021 $9,700 93% $9,000 S057-00058M / S057-00057M -2021 -1593 Gravity Sewer - 375 Dia - 46.2845 m 2021 $16,100 100% $16,100 S057-00064M / S057-00065M -2021 -1594 Gravity Sewer - 375 Dia - 44.4826 m 2021 $15,500 99% $15,300

S057-00065M / S057-00066M -2021 -1595 Gravity Sewer - 375 Dia - 4.00073 m 2021 $1,400 89% $1,200 S057-00066M / S057-00058M -2021 -1596 Gravity Sewer - 375 Dia - 25.4698 m 2021 $8,900 50% $4,400 S057-00078M / S057-00082M -2021 -1597 Gravity Sewer - 675 Dia - 149.329 m 2021 $129,300 100% $129,300 S057-00082M / S057-00156M -2021 -1598 Gravity Sewer - 675 Dia - 24.0003 m 2021 $20,800 100% $20,800

S057-00084M / S057-00056M -2021 -1599 Gravity Sewer - 300Dia - 45.4034 m 2021 $21,000 100% $21,000 S057-00086M / S057-00258M -2021 -1600 Gravity Sewer - 300Dia - 55.0265 m 2021 $25,400 86% $21,900 S057-00094M / S057-00086M -2021 -1601 Gravity Sewer - 300Dia - 30.4628 m 2021 $14,100 100% $14,100

S057-00096M / S057-00094M -2021 -1602 Gravity Sewer - 300Dia - 15.3376 m 2021 $7,100 100% $7,100 S057-00098M / S057-00096M -2006 -1387 Gravity Sewer - 300Dia - 2.02929 m 2006 $900 71% $700 S057-00104M / S057-00096M -2056 -1697 Gravity Sewer - 300Dia - 67.0908 m 2056 $31,000 100% $31,000 S057-00106M / S057-00104M -2056 -1698 Gravity Sewer - 300Dia - 22.5385 m 2056 $10,400 100% $10,400 S057-00108M / S057-00106M -2056 -1699 Gravity Sewer - 300Dia - 47.0616 m 2056 $21,700 100% $21,700 S057-00114M / S057-00108M -2056 -1700 Gravity Sewer - 300Dia - 57.7477 m 2056 $26,700 100% $26,700 S057-00116M / S057-00114M -2056 -1701 Gravity Sewer - 300Dia - 24.7868 m 2056 $11,500 100% $11,500 S057-00118M / S057-00116M -2056 -1702 Gravity Sewer - 300Dia - 35.7209 m 2056 $12,600 100% $12,600 S057-00120M / S057-00118M -2056 -1703 Gravity Sewer - 300Dia - 22.1435 m 2056 $7,800 100% $7,800 S057-00126M / S057-00098M -2006 -1444 Gravity Sewer - 300Dia - 64.5546 m 2006 $22,800 90% $20,500 S057-00127M / S057-00126M -2006 -1445 Gravity Sewer - 300Dia - 49.9626 m 2006 $17,600 71% $12,500 S057-00152M / S057-00001M -2021 -1603 Gravity Sewer - 675 Dia - 60.5855 m 2021 $52,400 100% $52,400 S057-00154M / S057-00155M -2006 -1446 Gravity Sewer - 375 Dia - 8.09989 m 2006 $3,900 66% $2,600 S057-00155M / S057-00152M -2021 -1604 Gravity Sewer - 675 Dia - 8.58995 m 2021 $7,400 90% $6,700 S057-00156M / S057-00157M -2021 -1605 Gravity Sewer - 675 Dia - 6.22982 m 2021 $5,400 100% $5,400 S057-00157M / S057-00155M -2021 -1606 Gravity Sewer - 675 Dia - 57.0513 m 2021 $49,400 100% $49,400 S057-00158M / S057-00154M -2006 -1447 Gravity Sewer - 375 Dia - 73.0141 m 2006 $35,500 80% $28,400 S057-00161M / S057-00158M -2006 -1448 Gravity Sewer - 375 Dia - 52.1521 m 2006 $25,300 95% $24,100

S057-00165M / S057-00161M -2006 -1449 Gravity Sewer - 375 Dia - 44.9886 m 2006 $26,700 66% $17,600 S057-00173M / S057-00165M -2006 -1450 Gravity Sewer - 375 Dia - 46.4965 m 2006 $27,600 95% $26,200 S057-00176M / S057-00173M -2006 -1451 Gravity Sewer - 375 Dia - 19.7307 m 2006 $11,700 82% $9,600

S057-00258M / S057-00084M -2021 -1607 Gravity Sewer - 300Dia - 28.5616 m 2021 $13,200 81% $10,700 S057-00259M / S057-00009M -2021 -1608 Gravity Sewer - 375 Dia - 55.5983 m 2021 $27,000 97% $26,200

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 175 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S058-00018M / S058-00029M -2006 -1452 Gravity Sewer - 300Dia - 53.8827 m 2006 $24,900 3% $700 S058-00020M / S058-A4 -2006 -1453 Gravity Sewer - 300Dia - 5.06391 m 2006 $2,700 100% $2,700 S058-00029M / S058-00020M -2006 -1454 Gravity Sewer - 300Dia - 25.7298 m 2006 $11,200 100% $11,200 S058-00083M / S058-00084M -2006 -1455 Gravity Sewer - 225 Dia - 11.517 m 2006 $2,800 73% $2,000 S058-00084M / S058-00086M -2006 -1456 Gravity Sewer - 225 Dia - 27.2334 m 2006 $6,500 68% $4,400 S058-00085M / S058-00083M -2006 -1500 Gravity Sewer - 225 Dia - 21.0332 m 2006 $5,100 100% $5,100 S058-00086M / S058-00123M -2006 -1501 Gravity Sewer - 225 Dia - 17.0181 m 2006 $4,100 38% $1,600 S058-00087M / S058-00089M -2006 -1502 Gravity Sewer - 225 Dia - 34.2181 m 2006 $9,000 83% $7,500 S058-00088M / S058-00087M -2006 -1503 Gravity Sewer - 225 Dia - 30.6135 m 2006 $5,800 52% $3,000 S058-00089M / S058-00102M -2006 -1504 Gravity Sewer - 300Dia - 65.9905 m 2006 $23,300 55% $12,800 S058-00090M / S058-00089M -2006 -1505 Gravity Sewer - 225 Dia - 40.7861 m 2006 $10,700 62% $6,700 S058-00091M / S058-00090M -2006 -1506 Gravity Sewer - 225 Dia - 23.0952 m 2006 $5,500 94% $5,200 S058-00093M / S058-00091M -2006 -1507 Gravity Sewer - 225 Dia - 30.6602 m 2006 $7,400 54% $4,000 S058-00100M / S058-00018M -2006 -1508 Gravity Sewer - 300Dia - 85.7788 m 2006 $39,600 100% $39,600 S058-00101M / S058-00100M -2006 -1509 Gravity Sewer - 300Dia - 79.6588 m 2006 $28,100 100% $28,100 S058-00102M / S058-00103M -2006 -1510 Gravity Sewer - 300Dia - 60.8146 m 2006 $21,400 74% $15,900

S058-00103M / S058-00101M -2006 -1511 Gravity Sewer - 300Dia - 66.0891 m 2006 $23,300 100% $23,300 S058-00123M / S058-00093M -2006 -1512 Gravity Sewer - 225 Dia - 19.288 m 2006 $4,600 100% $4,600 S058-00238M / S058-00241M -2006 -1513 Gravity Sewer - 675 Dia - 54.0751 m 2006 $57,400 91% $52,300

S058-00239M / S058-00238M -2006 -1514 Gravity Sewer - 675 Dia - 85.9503 m 2006 $91,300 70% $63,900 S058-00241M / S058-00249M -2006 -1515 Gravity Sewer - 675 Dia - 49.4196 m 2006 $58,700 80% $47,000 S058-00246M / S058-00247M -2006 -1516 Gravity Sewer - 675 Dia - 12.0011 m 2006 $14,300 100% $14,300 S058-00247M / S058-A78 -2006 -1517 Gravity Sewer - 675 Dia - 7.1126 m 2006 $7,000 100% $7,000

S058-00249M / S058-00246M -2006 -1518 Gravity Sewer - 675 Dia - 80.4456 m 2006 $95,600 100% $95,600 S058-00267M / S058-00239M -2006 -1457 Gravity Sewer - 675 Dia - 94.8169 m 2006 $100,700 58% $58,400 S058-00273M / S058-00267M -2006 -1458 Gravity Sewer - 675 Dia - 87.3296 m 2006 $92,800 61% $56,600

S058-00283M / S058-00273M -2006 -1459 Gravity Sewer - 675 Dia - 104.681 m 2006 $111,200 69% $76,700 S058-00284M / S058-00286M -2006 -1460 Gravity Sewer - 675 Dia - 75.8231 m 2006 $80,500 63% $50,700 S058-00285M / S058-00284M -2006 -1461 Gravity Sewer - 675 Dia - 15.8975 m 2006 $16,900 36% $6,100 S058-00286M / S058-00283M -2006 -1462 Gravity Sewer - 675 Dia - 22.5345 m 2006 $23,900 82% $19,600 S058-00318M / S058-00323M -2006 -1463 Gravity Sewer - 675 Dia - 60.8891 m 2006 $52,700 62% $32,700 S058-00322M / S058-00285M -2006 -1464 Gravity Sewer - 675 Dia - 93.8378 m 2006 $81,200 73% $59,300 S058-00323M / S058-00322M -2006 -1465 Gravity Sewer - 675 Dia - 97.4919 m 2006 $84,400 65% $54,900 S058-A78 / S055-00011N -2006 -1528 Rising Main - 400Dia - 648.584 m 2006 $453,700 92% $417,400 S059-00054N / S041-00098N -2021 -1609 Rising Main - 900Dia - 1440 m 2021 $3,661,300 100% $3,661,300 S059-00054N / S041-00098N -2026 -1717 Rising Main - 900Dia - 604.155 m 2026 $1,475,600 100% $1,475,600 S059-00055N / S059-00056N -2036 -1708 Rising Main - 450 Dia - 4.43013 m 2036 $5,300 100% $5,300 S059-00056N / DUMMY_ENDPOINT -2026 -1709 Rising Main - 900Dia - 137.608 m 2026 $316,800 100% $316,800 S059-00057N / S059-00055N -2036 -1713 Rising Main - 450 Dia - 28.296 m 2036 $34,100 100% $34,100 S060-00062N / S063-00107N -2016 -1572 Rising Main - 600Dia - 1989.28 m 2016 $3,493,700 100% $3,493,700 S063-00107N / S038-00127N -2036 -1721 Rising Main - 800Dia - 1404.3 m 2036 $3,216,400 100% $3,216,400 S063-00107N / S038-00127NP1 -2036 -1720 Rising Main - 900Dia - 911.4 m 2036 $2,262,500 100% $2,262,500 S065-00038N / CO -2006 -1523 Rising Main - 1290 Dia - 1679 m 2006 $4,786,800 100% $4,786,800 S065-00038N / S066-00033N -2026 -1735 Rising Main - 1290 Dia - 759.757 m 2026 $2,166,100 100% $2,166,100

S066-00033N / S063-00107N -2036 -1719 Rising Main - 960 Dia - 1409.4 m 2036 $2,948,400 100% $2,948,400 S066-00033N / S063-00107NP1 -2036 -1718 Rising Main - 1085 Dia - 1859 m 2036 $4,545,300 100% $4,545,300 S067-00012M / S067-00013M -2006 -1466 Gravity Sewer - 525 Dia - 69.004 m 2006 $48,200 100% $48,200

S067-00013M / S067-00077M -2006 -1467 Gravity Sewer - 525 Dia - 91.8904 m 2006 $64,200 98% $62,900 S067-00022M / S067-00023M -2011 -1560 Gravity Sewer - 375 Dia - 41.3518 m 2011 $80,600 98% $79,000

176 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S067-00023M / S067-00083M -2011 -1561 Gravity Sewer - 375 Dia - 63.2613 m 2011 $42,500 93% $39,500 S067-00028M / S067-00029M -2011 -1562 Gravity Sewer - 375 Dia - 54.186 m 2011 $29,100 100% $29,100 S067-00029M / S067-00022M -2011 -1563 Gravity Sewer - 375 Dia - 47.4842 m 2011 $31,900 91% $29,000 S067-00030M / S067-00028M -2011 -1564 Gravity Sewer - 375 Dia - 32.007 m 2011 $17,200 90% $15,500 S067-00031M / S067-00030M -2011 -1565 Gravity Sewer - 375 Dia - 31.8711 m 2011 $15,200 100% $15,200 S067-00032M / S067-00083M -2006 -1468 Gravity Sewer - 525 Dia - 63.3018 m 2006 $61,400 100% $61,400 S067-00033M / S067-00031M -2011 -1566 Gravity Sewer - 375 Dia - 68.0182 m 2011 $32,500 100% $32,500 S067-00035M / S067-00033M -2011 -1567 Gravity Sewer - 375 Dia - 89.9591 m 2011 $43,000 97% $41,700 S067-00038M / S067-00032M -2006 -1469 Gravity Sewer - 525 Dia - 95.2538 m 2006 $92,400 100% $92,400 S067-00039M / S067-00035M -2011 -1568 Gravity Sewer - 375 Dia - 90.0469 m 2011 $43,000 100% $43,000 S067-00040M / S067-00038M -2006 -1470 Gravity Sewer - 525 Dia - 82.9414 m 2006 $80,400 100% $80,400 S067-00042M / S067-00040M -2006 -1471 Gravity Sewer - 525 Dia - 55.9802 m 2006 $54,300 100% $54,300 S067-00043M / S067-00042M -2006 -1472 Gravity Sewer - 525 Dia - 26.5873 m 2006 $20,900 100% $20,900 S067-00044M / S067-00048M -2011 -1569 Gravity Sewer - 375 Dia - 89.997 m 2011 $43,000 100% $43,000 S067-00045M / S067-00043M -2006 -1473 Gravity Sewer - 525 Dia - 15.6871 m 2006 $15,200 100% $15,200 S067-00046M / S067-00044M -2011 -1570 Gravity Sewer - 375 Dia - 29.4205 m 2011 $14,100 98% $13,800

S067-00048M / S067-00039M -2011 -1571 Gravity Sewer - 375 Dia - 89.9947 m 2011 $43,000 95% $40,900 S067-00059M / S067-00045M -2006 -1474 Gravity Sewer - 525 Dia - 83.4058 m 2006 $80,900 100% $80,900 S067-00065M / S067-00059M -2006 -1475 Gravity Sewer - 525 Dia - 76.5972 m 2006 $60,100 100% $60,100

S067-00066M / S067-00065M -2006 -1476 Gravity Sewer - 525 Dia - 90.1119 m 2006 $70,700 92% $65,100 S067-00071M / S067-00066M -2006 -1477 Gravity Sewer - 525 Dia - 117.798 m 2006 $116,100 100% $116,100 S067-00072M / S067-00071M -2006 -1478 Gravity Sewer - 525 Dia - 30.462 m 2006 $29,500 100% $29,500 S067-00073M / S067-00072M -2006 -1479 Gravity Sewer - 525 Dia - 14.7188 m 2006 $11,600 100% $11,600

S067-00076M / S067-00073M -2006 -1480 Gravity Sewer - 525 Dia - 43.8748 m 2006 $34,400 100% $34,400 S067-00077M / S067-00076M -2006 -1481 Gravity Sewer - 525 Dia - 89.4118 m 2006 $62,400 100% $62,400 S067-00137M / S067-00140M -2006 -1482 Gravity Sewer - 600Dia - 89.1713 m 2006 $87,100 93% $81,000

S067-00138M / S067-00137M -2006 -1483 Gravity Sewer - 600Dia - 77.0917 m 2006 $75,300 78% $58,700 S067-00139M / S067-00138M -2006 -1484 Gravity Sewer - 600Dia - 11.6338 m 2006 $10,500 100% $10,500 S067-00140M / S067-00142M -2006 -1485 Gravity Sewer - 600Dia - 31.5027 m 2006 $29,600 92% $27,200 S067-00142M / S067-00143M -2006 -1486 Gravity Sewer - 600Dia - 45.0161 m 2006 $42,300 92% $38,900 S067-00143M / S067-00156M -2006 -1487 Gravity Sewer - 600Dia - 45.8118 m 2006 $43,100 90% $38,800 S067-00155M / S067-00160M -2006 -1488 Gravity Sewer - 600Dia - 43.1745 m 2006 $40,600 95% $38,600 S067-00156M / S067-00155M -2006 -1489 Gravity Sewer - 600Dia - 93.5669 m 2006 $88,000 91% $80,000 S067-00160M / S067-00166M -2006 -1490 Gravity Sewer - 600Dia - 30.294 m 2006 $27,300 92% $25,100 S067-00164M / S067-00165M -2006 -1491 Gravity Sewer - 600Dia - 29.993 m 2006 $31,800 92% $29,300 S067-00165M / S067-00172M -2006 -1492 Gravity Sewer - 600Dia - 36.3665 m 2006 $38,600 96% $37,000 S067-00166M / S067-00164M -2006 -1493 Gravity Sewer - 600Dia - 28.1512 m 2006 $25,300 94% $23,800 S067-00171M / S067-00173M -2006 -1494 Gravity Sewer - 600Dia - 30.2973 m 2006 $32,100 100% $32,100 S067-00172M / S067-00171M -2006 -1495 Gravity Sewer - 600Dia - 36.954 m 2006 $39,200 99% $38,800 S067-D12 / S067-00092N -2006 -1529 Rising Main - 225 Dia - 31.9026 m 2006 $13,800 90% $12,400 S070-00053N / S070-00052N -2006 -1522 Rising Main - 375 Dia - 37.8571 m 2006 $32,700 100% $32,700 S070-00348M / S070-00350M -2006 -1496 Gravity Sewer - 300Dia - 11.2857 m 2006 $6,100 99% $6,000 S070-00349M / S070-00348M -2006 -1497 Gravity Sewer - 300Dia - 9.11204 m 2006 $4,900 100% $4,900 S070-00350M / S070-00351M -2006 -1498 Gravity Sewer - 300Dia - 3.18738 m 2006 $1,700 88% $1,500

S070-00351M / S070-D1 -2006 -1499 Gravity Sewer - 300Dia - 3.44059 m 2006 $1,900 83% $1,500 S072-D2 / S072-00008N -2036 -1714 Rising Main - 200Dia - 318.378 m 2036 $127,700 100% $127,700 S084-00001N / CO -2006 -1524 Rising Main - 525 Dia - 103.658 m 2006 $152,100 100% $152,100

S085-00001M / S085-00002M -2011 -1946 Gravity Sewer - 450 Dia - 80.336 m 2011 $80,800 100% $80,800 S085-00002M / S085-00003M -2011 -1947 Gravity Sewer - 450 Dia - 50.336 m 2011 $35,700 100% $35,700

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 177 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S085-00003M / S085-00004M -2011 -1948 Gravity Sewer - 450 Dia - 99.505 m 2011 $70,600 100% $70,600 S085-00004M / S085-00005M -2011 -1949 Gravity Sewer - 450 Dia - 63.304 m 2011 $44,300 85% $37,700 S085-00005M / S085-00006M -2011 -1950 Gravity Sewer - 450 Dia - 89.916 m 2011 $62,900 86% $54,100 S085-00006M / S085-00007M -2011 -1951 Gravity Sewer - 450 Dia - 90.292 m 2011 $43,900 91% $39,900 S085-00007M / S085-OX19 -2011 -1952 Gravity Sewer - 450 Dia - 56.512 m 2011 $71,700 97% $69,500 S085-00072M / S085-00001M -2011 -1945 Gravity Sewer - 450 Dia - 21.381 m 2011 $15,200 100% $15,200 S085-00073M / S085-00072M -2011 -1944 Gravity Sewer - 450 Dia - 48.891 m 2011 $34,700 100% $34,700 S085-00182M / S085-00327M -2056 -2053 Gravity Sewer - 450 Dia - 115.351 m 2056 $74,600 100% $74,600 S085-00185M / S085-00184M -2056 -2074 Gravity Sewer - 225 Dia - 54.095 m 2056 $29,600 100% $29,600 S085-00186M / S085-00185M -2056 -2073 Gravity Sewer - 225 Dia - 78.786 m 2056 $43,100 100% $43,100 S085-00187M / S085-00186M -2056 -2072 Gravity Sewer - 225 Dia - 57.045 m 2056 $23,400 100% $23,400 S085-00188M / S085-00187M -2056 -2071 Gravity Sewer - 225 Dia - 98.756 m 2056 $32,100 100% $32,100 S085-00189M / S085-00188M -2056 -2070 Gravity Sewer - 225 Dia - 29.886 m 2056 $9,400 100% $9,400 S085-00280M / S085-00182M -2056 -2052 Gravity Sewer - 450 Dia - 58.286 m 2056 $37,700 100% $37,700 S085-00312M / S085-00189M -2056 -2069 Gravity Sewer - 450 Dia - 108.632 m 2056 $74,300 100% $74,300 S085-00313M / S085-00312M -2056 -2068 Gravity Sewer - 450 Dia - 100.5 m 2056 $65,000 100% $65,000

S085-00314M / S085-00313M -2056 -2067 Gravity Sewer - 450 Dia - 106.551 m 2056 $45,600 100% $45,600 S085-00315M / S085-00314M -2056 -2066 Gravity Sewer - 450 Dia - 103.585 m 2056 $67,000 100% $67,000 S085-00316M / S085-00315M -2056 -2065 Gravity Sewer - 450 Dia - 100.594 m 2056 $65,000 100% $65,000

S085-00317M / S085-00316M -2056 -2064 Gravity Sewer - 450 Dia - 76.716 m 2056 $49,600 100% $49,600 S085-00318M / S085-00317M -2056 -2063 Gravity Sewer - 450 Dia - 97.174 m 2056 $62,800 100% $62,800 S085-00319M / S085-00318M -2056 -2062 Gravity Sewer - 450 Dia - 51.909 m 2056 $43,300 100% $43,300 S085-00320M / S085-00319M -2056 -2061 Gravity Sewer - 450 Dia - 64.893 m 2056 $54,200 100% $54,200

S085-00321M / S085-00320M -2056 -2060 Gravity Sewer - 450 Dia - 67.939 m 2056 $56,700 100% $56,700 S085-00322M / S085-00321M -2056 -2059 Gravity Sewer - 450 Dia - 56.018 m 2056 $46,700 100% $46,700 S085-00323M / S085-00322M -2056 -2058 Gravity Sewer - 450 Dia - 100.855 m 2056 $65,200 100% $65,200

S085-00324M / S085-00323M -2056 -2057 Gravity Sewer - 450 Dia - 97.868 m 2056 $63,300 100% $63,300 S085-00325M / S085-00324M -2056 -2056 Gravity Sewer - 450 Dia - 64.975 m 2056 $42,000 100% $42,000 S085-00326M / S085-00325M -2056 -2055 Gravity Sewer - 450 Dia - 73.553 m 2056 $47,500 100% $47,500 S085-00327M / S085-00326M -2056 -2054 Gravity Sewer - 450 Dia - 60.069 m 2056 $38,800 100% $38,800 S085-00430M / S085-00431M -2056 -2048 Gravity Sewer - 225 Dia - 76.281 m 2056 $24,200 100% $24,200 S085-00431M / S085-00432M -2056 -2049 Gravity Sewer - 225 Dia - 90.838 m 2056 $28,900 100% $28,900 S085-00432M / S085-00433M -2056 -2050 Gravity Sewer - 225 Dia - 83.013 m 2056 $26,400 100% $26,400 S085-00433M / S085-00280M -2056 -2051 Gravity Sewer - 450 Dia - 36.427 m 2056 $23,500 100% $23,500 S085-00495M / S085-00496M -2056 -2042 Gravity Sewer - 225 Dia - 29.538 m 2056 $9,600 100% $9,600 S085-00496M / S085-00497M -2056 -2043 Gravity Sewer - 225 Dia - 16.677 m 2056 $8,600 100% $8,600 S085-00497M / S085-00498M -2056 -2044 Gravity Sewer - 225 Dia - 54.74 m 2056 $28,200 100% $28,200 S085-00498M / S085-00499M -2056 -2045 Gravity Sewer - 225 Dia - 67.24 m 2056 $34,600 100% $34,600 S085-00499M / S085-00500M -2056 -2046 Gravity Sewer - 225 Dia - 34.303 m 2056 $10,900 100% $10,900 S085-00500M / S085-00430M -2056 -2047 Gravity Sewer - 225 Dia - 48.129 m 2056 $15,300 100% $15,300 S085-N16 / HEFGMOX1901 -2011 -2159 Gravity Sewer - 600Dia - 114.7 m 2011 $153,000 71% $108,600 S086-00001M / S086-00002M -2056 -1999 Gravity Sewer - 225 Dia - 45.054 m 2056 $20,200 100% $20,200 S086-00002M / S086-00006M -2056 -2000 Gravity Sewer - 225 Dia - 93.237 m 2056 $17,600 100% $17,600 S086-00006M / S086-00007M -2056 -2001 Gravity Sewer - 225 Dia - 85.82 m 2056 $16,200 100% $16,200

S086-00007M / S086-01083M -2056 -2002 Gravity Sewer - 225 Dia - 61.911 m 2056 $11,700 100% $11,700 S086-00016M / S086-00578M -2056 -2004 Gravity Sewer - 450 Dia - 22.936 m 2056 $13,000 100% $13,000 S086-00028M / S086-00029M -2056 -1991 Gravity Sewer - 225 Dia - 28.425 m 2056 $9,200 100% $9,200

S086-00029M / S086-00030M -2056 -1992 Gravity Sewer - 225 Dia - 47.761 m 2056 $15,500 100% $15,500 S086-00030M / S086-00031M -2056 -1993 Gravity Sewer - 225 Dia - 53.822 m 2056 $24,200 100% $24,200

178 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S086-00031M / S086-00032M -2056 -1994 Gravity Sewer - 225 Dia - 79.239 m 2056 $35,600 100% $35,600 S086-00032M / S086-00033M -2056 -1995 Gravity Sewer - 225 Dia - 41.272 m 2056 $13,400 100% $13,400 S086-00033M / S086-00034M -2056 -1996 Gravity Sewer - 225 Dia - 71.838 m 2056 $23,300 100% $23,300 S086-00034M / S086-00035M -2056 -1997 Gravity Sewer - 225 Dia - 83.458 m 2056 $34,200 100% $34,200 S086-00035M / S086-00001M -2056 -1998 Gravity Sewer - 225 Dia - 43.219 m 2056 $17,700 100% $17,700 S086-00036M / S086-00028M -2056 -1990 Gravity Sewer - 225 Dia - 82.823 m 2056 $25,200 100% $25,200 S086-00321M / S086-00331M -2006 -1767 Gravity Sewer - 375 Dia - 31.206 m 2006 $17,700 100% $17,700 S086-00328M / S086-00329M -2006 -1773 Gravity Sewer - 375 Dia - 77.664 m 2006 $40,800 100% $40,800 S086-00329M / S086-00330M -2006 -1774 Gravity Sewer - 375 Dia - 41.35 m 2006 $21,700 100% $21,700 S086-00330M / S086-00885M -2006 -1775 Gravity Sewer - 375 Dia - 56.918 m 2006 $38,900 100% $38,900 S086-00331M / S086-00332M -2006 -1768 Gravity Sewer - 375 Dia - 40.726 m 2006 $23,200 100% $23,200 S086-00332M / S086-00333M -2006 -1769 Gravity Sewer - 375 Dia - 30.343 m 2006 $22,400 100% $22,400 S086-00333M / S086-00334M -2006 -1770 Gravity Sewer - 375 Dia - 33.217 m 2006 $18,900 100% $18,900 S086-00334M / S086-00335M -2006 -1771 Gravity Sewer - 375 Dia - 52.568 m 2006 $29,900 100% $29,900 S086-00335M / S086-00328M -2006 -1772 Gravity Sewer - 375 Dia - 27.019 m 2006 $15,400 100% $15,400 S086-00368M / S086-00377M -2006 -1818 Gravity Sewer - 375 Dia - 51.741 m 2006 $29,400 100% $29,400

S086-00369M / S086-00368M -2006 -1817 Gravity Sewer - 375 Dia - 51.002 m 2006 $29,000 100% $29,000 S086-00370M / S086-00369M -2006 -1816 Gravity Sewer - 375 Dia - 82.362 m 2006 $67,800 100% $67,800 S086-00371M / S086-00370M -2006 -1815 Gravity Sewer - 375 Dia - 68.373 m 2006 $56,300 100% $56,300

S086-00377M / S086-00378M -2006 -1819 Gravity Sewer - 375 Dia - 138.268 m 2006 $72,600 100% $72,600 S086-00378M / S086-00381M -2006 -1820 Gravity Sewer - 375 Dia - 54.071 m 2006 $44,500 87% $38,700 S086-00381M / S086-00382M -2006 -1821 Gravity Sewer - 375 Dia - 77.229 m 2006 $40,600 100% $40,600 S086-00382M / S086-00890M -2006 -1822 Gravity Sewer - 375 Dia - 155.932 m 2006 $81,900 100% $81,900

S086-00385M / S086-00895M -2006 -1824 Gravity Sewer - 375 Dia - 4.975 m 2006 $3,400 100% $3,400 S086-00547M / S086-00579M -2006 -1764 Gravity Sewer - 375 Dia - 22.284 m 2006 $12,700 83% $10,500 S086-00566M / S086-00569M -2006 -1760 Gravity Sewer - 375 Dia - 56.742 m 2006 $29,600 100% $29,600

S086-00569M / S086-00570M -2006 -1761 Gravity Sewer - 375 Dia - 74.459 m 2006 $39,100 100% $39,100 S086-00570M / S086-00571M -2006 -1762 Gravity Sewer - 375 Dia - 69.505 m 2006 $39,500 100% $39,500 S086-00571M / S086-00547M -2006 -1763 Gravity Sewer - 375 Dia - 27.658 m 2006 $15,700 100% $15,700 S086-00578M / S086-OX6 -2056 -2005 Gravity Sewer - 450 Dia - 9.464 m 2056 $6,200 100% $6,200 S086-00579M / S086-00580M -2006 -1765 Gravity Sewer - 375 Dia - 31.712 m 2006 $18,000 83% $15,000 S086-00580M / S086-00321M -2006 -1766 Gravity Sewer - 375 Dia - 4.03 m 2006 $2,300 100% $2,300 S086-00890M / S086-00385M -2006 -1823 Gravity Sewer - 375 Dia - 63.214 m 2006 $33,200 100% $33,200 S086-00891M / S086-00892M -2056 -2040 Gravity Sewer - 300Dia - 29.994 m 2056 $13,000 100% $13,000 S086-00892M / S086-00385M -2056 -2041 Gravity Sewer - 300Dia - 67.066 m 2056 $27,300 100% $27,300 S086-00903M / S086-00891M -2056 -2039 Gravity Sewer - 300Dia - 92.173 m 2056 $37,800 100% $37,800 S086-00904M / S086-00903M -2056 -2038 Gravity Sewer - 300Dia - 58.756 m 2056 $24,100 100% $24,100 S086-01083M / S086-00016M -2056 -2003 Gravity Sewer - 225 Dia - 28.062 m 2056 $7,300 100% $7,300 S087-00121M / S087-00122M -2006 -1830 Gravity Sewer - 375 Dia - 38.773 m 2006 $26,500 90% $23,800 S087-00122M / S087-OX7 -2006 -1831 Gravity Sewer - 375 Dia - 5.267 m 2006 $4,500 60% $2,700 S087-00261M / S087-00139M -2006 -1829 Gravity Sewer - 225 Dia - 5.892 m 2006 $1,500 95% $1,400 S089-00121M / S089-OX22 -2056 -2101 Gravity Sewer - 450 Dia - 10.553 m 2056 $9,300 100% $9,300 S089-00151M / S089-00121M -2056 -2100 Gravity Sewer - 450 Dia - 23.507 m 2056 $18,800 100% $18,800 S089-00152M / S089-00151M -2056 -2099 Gravity Sewer - 450 Dia - 8.189 m 2056 $6,400 100% $6,400

S089-00153M / S089-00152M -2056 -2098 Gravity Sewer - 450 Dia - 57.415 m 2056 $45,900 100% $45,900 S089-00154M / S089-00153M -2056 -2097 Gravity Sewer - 450 Dia - 11.56 m 2056 $9,300 100% $9,300 S089-00155M / S089-00154M -2056 -2096 Gravity Sewer - 450 Dia - 11.684 m 2056 $9,400 100% $9,400

S089-00157M / CO19156 -2056 -2093 Gravity Sewer - 450 Dia - 21.403 m 2056 $17,100 100% $17,100 S089-00159M / S089-00155M -2056 -2095 Gravity Sewer - 450 Dia - 57.041 m 2056 $45,600 100% $45,600

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 179 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S089-00165M / S089-00157M -2056 -2092 Gravity Sewer - 450 Dia - 22.931 m 2056 $18,400 100% $18,400 S089-00166M / S089-00165M -2056 -2091 Gravity Sewer - 450 Dia - 28.22 m 2056 $22,600 100% $22,600 S089-00167M / S089-00166M -2056 -2090 Gravity Sewer - 450 Dia - 13.706 m 2056 $11,000 100% $11,000 S089-00168M / S089-00167M -2056 -2089 Gravity Sewer - 450 Dia - 19.383 m 2056 $15,500 100% $15,500 S089-00169M / S089-00168M -2056 -2088 Gravity Sewer - 450 Dia - 19.702 m 2056 $13,600 100% $13,600 S089-00170M / S089-00169M -2056 -2087 Gravity Sewer - 450 Dia - 19.526 m 2056 $15,600 100% $15,600 S089-00172M / CO19201 -2056 -2085 Gravity Sewer - 450 Dia - 18.198 m 2056 $12,600 100% $12,600 S089-00186M / S089-00172M -2056 -2084 Gravity Sewer - 450 Dia - 40.545 m 2056 $28,000 100% $28,000 S089-00187M / S089-00186M -2056 -2083 Gravity Sewer - 450 Dia - 53.448 m 2056 $36,900 100% $36,900 S089-00188M / S089-00187M -2056 -2082 Gravity Sewer - 450 Dia - 14.072 m 2056 $9,700 100% $9,700 S089-00189M / S089-00188M -2056 -2081 Gravity Sewer - 450 Dia - 13.961 m 2056 $9,600 100% $9,600 S089-00190M / S089-00189M -2056 -2080 Gravity Sewer - 450 Dia - 70.968 m 2056 $49,000 100% $49,000 S089-00191M / S089-00190M -2056 -2079 Gravity Sewer - 450 Dia - 79.921 m 2056 $55,200 100% $55,200 S089-00192M / S089-00193M -2056 -2075 Gravity Sewer - 450 Dia - 4.81 m 2056 $3,300 100% $3,300 S089-00193M / S089-00194M -2056 -2076 Gravity Sewer - 450 Dia - 9.677 m 2056 $6,700 100% $6,700 S089-00194M / S089-00196M -2056 -2077 Gravity Sewer - 450 Dia - 11.6 m 2056 $8,000 100% $8,000

S089-00196M / S089-00191M -2056 -2078 Gravity Sewer - 450 Dia - 86.312 m 2056 $59,600 100% $59,600 S089-00210M / S089-00212M -2056 -1988 Gravity Sewer - 225 Dia - 13.851 m 2056 $5,500 100% $5,500 S089-00212M / S089-OX28 -2056 -1989 Gravity Sewer - 225 Dia - 5.821 m 2056 $2,700 100% $2,700

S090-00003M / S090-00033M -2006 -1743 Gravity Sewer - 300Dia - 20.62 m 2006 $8,200 100% $8,200 S090-00004M / S090-00003M -2006 -1742 Gravity Sewer - 300Dia - 4.252 m 2006 $1,700 100% $1,700 S090-00005M / S090-00004M -2006 -1741 Gravity Sewer - 300Dia - 26.969 m 2006 $10,700 100% $10,700 S090-00006M / S090-00005M -2006 -1740 Gravity Sewer - 300Dia - 16.43 m 2006 $6,500 100% $6,500

S090-00013M / S090-00014M -2006 -1825 Gravity Sewer - 525 Dia - 146.57 m 2006 $138,600 82% $113,600 S090-00014M / S090-00015M -2006 -1826 Gravity Sewer - 525 Dia - 99.28 m 2006 $104,100 46% $47,900 S090-00015M / S090-OX9 -2006 -1827 Gravity Sewer - 525 Dia - 26.976 m 2006 $29,500 100% $29,500

S090-00027M / S090-00132M -2006 -1748 Gravity Sewer - 300Dia - 91.018 m 2006 $23,000 100% $23,000 S090-00030M / S090-00027M -2006 -1747 Gravity Sewer - 300Dia - 27.234 m 2006 $10,800 100% $10,800 S090-00031M / S090-00030M -2006 -1746 Gravity Sewer - 300Dia - 33.178 m 2006 $13,200 100% $13,200 S090-00032M / S090-00031M -2006 -1745 Gravity Sewer - 300Dia - 25.847 m 2006 $10,300 100% $10,300 S090-00033M / S090-00032M -2006 -1744 Gravity Sewer - 300Dia - 23.363 m 2006 $9,300 100% $9,300 S090-00045M / S090-00046M -2006 -1752 Gravity Sewer - 300Dia - 20.792 m 2006 $8,300 100% $8,300 S090-00046M / S090-00092M -2006 -1753 Gravity Sewer - 300Dia - 30.755 m 2006 $12,200 100% $12,200 S090-00050M / S090-00045M -2006 -1751 Gravity Sewer - 300Dia - 34.243 m 2006 $14,900 100% $14,900 S090-00051M / S090-00050M -2006 -1750 Gravity Sewer - 300Dia - 39.473 m 2006 $17,200 100% $17,200 S090-00089M / S090-CO8 -2006 -1759 Gravity Sewer - 300Dia - 4.461 m 2006 $1,800 84% $1,500 S090-00090M / S090-00089M -2006 -1758 Gravity Sewer - 300Dia - 2.426 m 2006 $1,000 65% $600 S090-00092M / S090-00093M -2006 -1754 Gravity Sewer - 300Dia - 20.15 m 2006 $8,000 100% $8,000 S090-00093M / S090-00094M -2006 -1755 Gravity Sewer - 300Dia - 33.494 m 2006 $13,300 100% $13,300 S090-00094M / S090-00095M -2006 -1756 Gravity Sewer - 300Dia - 20.926 m 2006 $8,300 100% $8,300 S090-00095M / S090-00090M -2009 -1757 Gravity Sewer - 300Dia - 38.629 m 2009 $15,700 86% $13,500 S090-00132M / S090-CO6 -2006 -1749 Gravity Sewer - 300Dia - 13.461 m 2006 $4,600 86% $4,000 S091-00022M / S091-00023M -2006 -1786 Gravity Sewer - 225 Dia - 82.611 m 2006 $33,900 100% $33,900 S091-00023M / S091-OX12 -2006 -1787 Gravity Sewer - 225 Dia - 6.8 m 2006 $3,700 100% $3,700

S091-00025M / S091-00027M -2006 -1776 Gravity Sewer - 225 Dia - 22.763 m 2006 $7,400 88% $6,500 S091-00027M / CO01036 -2006 -1777 Gravity Sewer - 225 Dia - 24.839 m 2006 $7,900 86% $6,800 S091-00029M / S091-00030M -2006 -1779 Gravity Sewer - 225 Dia - 19.801 m 2006 $6,400 100% $6,400

S091-00030M / S091-00031M -2006 -1780 Gravity Sewer - 225 Dia - 40.931 m 2006 $13,300 78% $10,400 S091-00031M / S091-00032M -2006 -1781 Gravity Sewer - 225 Dia - 61.215 m 2006 $19,900 100% $19,900

180 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S091-00032M / S091-00033M -2006 -1782 Gravity Sewer - 225 Dia - 36.5 m 2006 $11,800 100% $11,800 S091-00033M / S091-00034M -2006 -1783 Gravity Sewer - 225 Dia - 30.339 m 2006 $9,800 100% $9,800 S091-00034M / S091-00035M -2006 -1784 Gravity Sewer - 225 Dia - 33.431 m 2006 $10,200 91% $9,300 S091-00035M / S091-00022M -2006 -1785 Gravity Sewer - 225 Dia - 34.53 m 2006 $10,500 100% $10,500 S091-00147M / S091-00148M -2006 -1788 Gravity Sewer - 300Dia - 50.057 m 2006 $21,800 100% $21,800 S091-00148M / S091-00149M -2006 -1789 Gravity Sewer - 300Dia - 20.373 m 2006 $8,900 100% $8,900 S091-00149M / S091-00150M -2006 -1790 Gravity Sewer - 300Dia - 37.4 m 2006 $20,400 77% $15,700 S092-00009M / S092-OX3 -2006 -1814 Gravity Sewer - 600Dia - 8.18 m 2006 $7,700 71% $5,400 S092-00305M / S092-00306M -2056 -2138 Gravity Sewer - 525 Dia - 32.995 m 2056 $27,400 100% $27,400 S092-00306M / S092-UC4 -2056 -2036 Gravity Sewer - 300Dia - 4.328 m 2056 $1,900 100% $1,900 S092-00681M / S092-00009M -2006 -1813 Gravity Sewer - 525 Dia - 5.149 m 2006 $3,700 77% $2,800 S092-00682M / S092-00681M -2006 -1812 Gravity Sewer - 525 Dia - 5.807 m 2006 $2,900 80% $2,400 S092-01054M / S092-01373M -2056 -2014 Gravity Sewer - 225 Dia - 11.474 m 2056 $5,400 100% $5,400 S092-01055M / S092-01054M -2056 -2013 Gravity Sewer - 225 Dia - 76.197 m 2056 $29,200 100% $29,200 S092-01056M / S092-01055M -2056 -2012 Gravity Sewer - 225 Dia - 53.079 m 2056 $20,400 100% $20,400 S092-01057M / S092-01056M -2056 -2011 Gravity Sewer - 225 Dia - 63.019 m 2056 $30,100 100% $30,100

S092-01058M / S092-01057M -2056 -2010 Gravity Sewer - 225 Dia - 45.757 m 2056 $21,900 100% $21,900 S092-01059M / S092-01058M -2056 -2009 Gravity Sewer - 225 Dia - 39.943 m 2056 $15,900 100% $15,900 S092-01060M / S092-01059M -2056 -2008 Gravity Sewer - 225 Dia - 71.799 m 2056 $23,600 100% $23,600

S092-01067M / S092-01068M -2056 -2006 Gravity Sewer - 225 Dia - 85.288 m 2056 $28,000 100% $28,000 S092-01068M / S092-01060M -2056 -2007 Gravity Sewer - 225 Dia - 26.644 m 2056 $8,700 100% $8,700 S092-01189M / S092-01190M -2006 -1791 Gravity Sewer - 300Dia - 29.312 m 2006 $11,700 100% $11,700 S092-01190M / S092-01191M -2006 -1792 Gravity Sewer - 300Dia - 64.285 m 2006 $27,900 100% $27,900

S092-01191M / S092-01192M -2006 -1793 Gravity Sewer - 300Dia - 49.697 m 2006 $21,600 100% $21,600 S092-01192M / S092-01193M -2006 -1794 Gravity Sewer - 300Dia - 49.841 m 2006 $21,700 100% $21,700 S092-01193M / S092-01194M -2006 -1795 Gravity Sewer - 300Dia - 89.049 m 2006 $38,700 100% $38,700

S092-01194M / S092-01195M -2006 -1796 Gravity Sewer - 300Dia - 30.877 m 2006 $13,400 100% $13,400 S092-01195M / S092-01196M -2006 -1797 Gravity Sewer - 300Dia - 59.178 m 2006 $25,700 100% $25,700 S092-01196M / S092-01197M -2006 -1798 Gravity Sewer - 300Dia - 101.028 m 2006 $43,900 100% $43,900 S092-01197M / S092-01198M -2006 -1799 Gravity Sewer - 300Dia - 55.001 m 2006 $23,900 100% $23,900 S092-01198M / S092-01199M -2006 -1800 Gravity Sewer - 300Dia - 93.478 m 2006 $40,600 100% $40,600 S092-01199M / S092-01200M -2006 -1801 Gravity Sewer - 300Dia - 100.957 m 2006 $43,900 100% $43,900 S092-01200M / S092-01201M -2006 -1802 Gravity Sewer - 300Dia - 65.94 m 2006 $28,700 100% $28,700 S092-01201M / S092-01202M -2006 -1803 Gravity Sewer - 300Dia - 47.867 m 2006 $20,400 100% $20,400 S092-01202M / S092-01203M -2006 -1804 Gravity Sewer - 225 Dia - 159.322 m 2006 $65,300 100% $65,300 S092-01203M / S092-01204M -2006 -1805 Gravity Sewer - 225 Dia - 151.337 m 2006 $82,700 100% $82,700 S092-01204M / S092-01205M -2006 -1806 Gravity Sewer - 225 Dia - 91.836 m 2006 $41,300 100% $41,300 S092-01205M / S092-01206M -2006 -1807 Gravity Sewer - 225 Dia - 46.738 m 2006 $21,000 100% $21,000 S092-01206M / S092-01207M -2006 -1808 Gravity Sewer - 225 Dia - 111.734 m 2006 $36,300 100% $36,300 S092-01207M / S092-01208M -2006 -1809 Gravity Sewer - 225 Dia - 60.519 m 2006 $13,700 100% $13,700 S092-01208M / S092-01209M -2006 -1810 Gravity Sewer - 225 Dia - 70.213 m 2006 $13,200 100% $13,200 S092-01209M / S092-00682M -2006 -1811 Gravity Sewer - 525 Dia - 1.426 m 2006 $700 100% $700 S092-01372M / S092-OX25 -2056 -2016 Gravity Sewer - 225 Dia - 2.788 m 2056 $1,300 100% $1,300 S092-01373M / S092-01372M -2056 -2015 Gravity Sewer - 225 Dia - 64.226 m 2056 $30,200 100% $30,200

S092-01572M / S092-01888M -2056 -1975 Gravity Sewer - 450 Dia - 62.367 m 2056 $40,300 100% $40,300 S092-01573M / S092-01572M -2056 -1974 Gravity Sewer - 450 Dia - 46.407 m 2056 $38,700 100% $38,700 S092-01574M / S092-01573M -2056 -1973 Gravity Sewer - 450 Dia - 53.903 m 2056 $55,200 100% $55,200

S092-01575M / S092-01574M -2056 -1972 Gravity Sewer - 450 Dia - 34.458 m 2056 $35,300 100% $35,300 S092-01589M / S092-01575M -2056 -1971 Gravity Sewer - 450 Dia - 38.953 m 2056 $39,900 100% $39,900

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 181 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S092-01888M / S092-02001M -2056 -1976 Gravity Sewer - 450 Dia - 34.419 m 2056 $22,200 100% $22,200 S092-01962M / S092-01589M -2056 -1970 Gravity Sewer - 450 Dia - 26.278 m 2056 $23,700 100% $23,700 S092-01964M / S092-01962M -2056 -1969 Gravity Sewer - 450 Dia - 43.37 m 2056 $30,400 100% $30,400 S092-01966M / S092-01974M -2056 -1959 Gravity Sewer - 450 Dia - 7.048 m 2056 $4,800 100% $4,800 S092-01967M / S092-02023M -2056 -1966 Gravity Sewer - 450 Dia - 20.287 m 2056 $21,300 100% $21,300 S092-01968M / S092-01967M -2056 -1965 Gravity Sewer - 450 Dia - 77.512 m 2056 $81,200 100% $81,200 S092-01969M / S092-01968M -2056 -1964 Gravity Sewer - 450 Dia - 39.576 m 2056 $41,500 100% $41,500 S092-01971M / S092-01969M -2056 -1963 Gravity Sewer - 450 Dia - 57.152 m 2056 $51,600 100% $51,600 S092-01972M / S092-01971M -2056 -1962 Gravity Sewer - 450 Dia - 32.296 m 2056 $22,600 100% $22,600 S092-01974M / S092-01984M -2056 -1960 Gravity Sewer - 450 Dia - 11.829 m 2056 $8,100 100% $8,100 S092-01984M / S092-01972M -2056 -1961 Gravity Sewer - 450 Dia - 6.854 m 2056 $4,700 100% $4,700 S092-01993M / S092-01964M -2056 -1968 Gravity Sewer - 450 Dia - 45.094 m 2056 $40,700 100% $40,700 S092-01997M / S092-02004M -2056 -1981 Gravity Sewer - 525 Dia - 57.262 m 2056 $61,100 100% $61,100 S092-01998M / S092-01997M -2056 -1980 Gravity Sewer - 525 Dia - 27.871 m 2056 $23,200 100% $23,200 S092-01999M / S092-01998M -2056 -1979 Gravity Sewer - 450 Dia - 17.268 m 2056 $12,100 100% $12,100 S092-02000M / S092-01999M -2056 -1978 Gravity Sewer - 450 Dia - 46.897 m 2056 $30,300 100% $30,300

S092-02001M / S092-02000M -2056 -1977 Gravity Sewer - 450 Dia - 53.535 m 2056 $34,600 100% $34,600 S092-02004M / S092-02442M -2056 -1982 Gravity Sewer - 525 Dia - 34.041 m 2056 $41,700 100% $41,700 S092-02023M / S092-01993M -2056 -1967 Gravity Sewer - 450 Dia - 16.639 m 2056 $17,400 100% $17,400

S092-02131M / S092-02132M -2056 -1953 Gravity Sewer - 300Dia - 2.13 m 2056 $800 100% $800 S092-02132M / S092-02133M -2056 -1954 Gravity Sewer - 300Dia - 14.423 m 2056 $5,700 100% $5,700 S092-02133M / S092-02134M -2056 -1955 Gravity Sewer - 300Dia - 19.993 m 2056 $7,900 100% $7,900 S092-02134M / S092-02135M -2056 -1956 Gravity Sewer - 300Dia - 20.404 m 2056 $8,100 100% $8,100

S092-02135M / S092-02136M -2056 -1957 Gravity Sewer - 300Dia - 18.464 m 2056 $8,000 100% $8,000 S092-02136M / S092-01966M -2056 -1958 Gravity Sewer - 300Dia - 34.181 m 2056 $14,900 100% $14,900 S092-02147M / S092-MA02 -2056 -2128 Gravity Sewer - 375 Dia - 6.105 m 2056 $5,300 100% $5,300

S092-02442M / S092-02443M -2056 -1983 Gravity Sewer - 525 Dia - 38.615 m 2056 $47,200 100% $47,200 S092-02443M / S092-02444M -2056 -1984 Gravity Sewer - 525 Dia - 62.525 m 2056 $66,700 100% $66,700 S092-02444M / S092-02445M -2056 -1985 Gravity Sewer - 525 Dia - 72.241 m 2056 $77,000 100% $77,000 S092-02445M / S092-02446M -2056 -1986 Gravity Sewer - 525 Dia - 46.932 m 2056 $39,000 100% $39,000 S092-02446M / S092-02447M -2056 -1987 Gravity Sewer - 525 Dia - 90.882 m 2056 $96,900 100% $96,900 S092-02447M / S092-02448M -2056 -2017 Gravity Sewer - 450 Dia - 52.684 m 2056 $47,600 100% $47,600 S092-02448M / S092-02449M -2056 -2018 Gravity Sewer - 450 Dia - 37.96 m 2056 $34,300 100% $34,300 S092-02449M / S092-02450M -2056 -2019 Gravity Sewer - 450 Dia - 63.296 m 2056 $44,300 100% $44,300 S092-02450M / S092-02451M -2056 -2020 Gravity Sewer - 450 Dia - 47.929 m 2056 $33,500 100% $33,500 S092-02451M / S092-02452M -2056 -2021 Gravity Sewer - 450 Dia - 63.101 m 2056 $44,200 100% $44,200 S092-02452M / S092-02453M -2056 -2022 Gravity Sewer - 450 Dia - 47.949 m 2056 $33,600 100% $33,600 S092-02453M / S092-02454M -2056 -2023 Gravity Sewer - 450 Dia - 73.108 m 2056 $51,200 100% $51,200 S092-02454M / S092-02455M -2056 -2024 Gravity Sewer - 450 Dia - 50.457 m 2056 $45,600 100% $45,600 S092-02455M / S092-02456M -2056 -2025 Gravity Sewer - 450 Dia - 70.452 m 2056 $63,600 100% $63,600 S092-02456M / S092-02457M -2056 -2026 Gravity Sewer - 450 Dia - 71.438 m 2056 $46,200 100% $46,200 S092-02457M / S092-02458M -2056 -2027 Gravity Sewer - 450 Dia - 65.784 m 2056 $59,400 100% $59,400 S092-02458M / S092-02459M -2056 -2028 Gravity Sewer - 450 Dia - 62.628 m 2056 $52,300 100% $52,300 S092-02459M / S092-02460M -2056 -2029 Gravity Sewer - 450 Dia - 11.324 m 2056 $9,400 100% $9,400

S092-02460M / S092-02461M -2056 -2030 Gravity Sewer - 450 Dia - 12.809 m 2056 $10,700 100% $10,700 S092-02461M / S092-02462M -2056 -2031 Gravity Sewer - 450 Dia - 27.772 m 2056 $18,000 100% $18,000 S092-02462M / S092-02463M -2056 -2032 Gravity Sewer - 450 Dia - 22.651 m 2056 $18,900 100% $18,900

S092-02463M / S092-02464M -2056 -2033 Gravity Sewer - 450 Dia - 12.634 m 2056 $10,500 100% $10,500 S092-02464M / S092-02465M -2056 -2034 Gravity Sewer - 450 Dia - 35.093 m 2056 $29,300 100% $29,300

182 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S092-02465M / S092-02466M -2056 -2035 Gravity Sewer - 450 Dia - 32.848 m 2056 $27,400 100% $27,400 S092-UC1304 / S092-UC1305 -2056 -2129 Gravity Sewer - 225 Dia - 44.443 m 2056 $25,000 100% $25,000 S092-UC1305 / S092-UC1306 -2056 -2130 Gravity Sewer - 225 Dia - 22.407 m 2056 $9,000 100% $9,000 S092-UC1306 / S092-UC1307 -2056 -2131 Gravity Sewer - 225 Dia - 40.085 m 2056 $16,100 100% $16,100 S092-UC1307 / S092-UC1308 -2056 -2132 Gravity Sewer - 225 Dia - 48.018 m 2056 $19,300 100% $19,300 S092-UC1308 / S092-UC1309 -2056 -2133 Gravity Sewer - 225 Dia - 9.29 m 2056 $3,700 100% $3,700 S092-UC1309 / S092-UC1310 -2056 -2134 Gravity Sewer - 225 Dia - 12.179 m 2056 $4,900 100% $4,900 S092-UC1310 / S092-UC1311 -2056 -2135 Gravity Sewer - 225 Dia - 64.831 m 2056 $21,100 100% $21,100 S092-UC1311 / S092-UC1312 -2056 -2136 Gravity Sewer - 225 Dia - 3.909 m 2056 $1,600 100% $1,600 S092-UC1312 / S092-UC13 -2056 -2137 Gravity Sewer - 225 Dia - 1.402 m 2056 $600 100% $600 S40-A10R1 / S40-A10R2 -2011 -2177 Gravity Sewer - 225 Dia - 51.3424 m 2011 $20,900 29% $6,100 S40-A10R2 / S40-A10R3 -2011 -1530 Gravity Sewer - 450 Dia - 109.001 m 2011 $89,500 100% $89,500 S40-A10R3 / S040-A9 -2011 -1531 Gravity Sewer - 450 Dia - 124.852 m 2011 $117,100 100% $117,100 Merrimac Wastewater Financial Catchment DUMMY_ENDPOINT / S000-00013N -2006 -1328 Rising Main - 250 Dia - 1130 m 2006 $580,100 100% $580,100 ME01_0/ME08_21 / ME01Shaft1a -2006 -912 Gravity Sewer - 900Dia - 174.563 m 2006 $291,900 70% $204,300

ME01Shaft1a / ME01Shaft1b -2006 -913 Gravity Sewer - 900Dia - 148.495 m 2006 $248,300 70% $173,800 ME01Shaft1b / ME01Shaft1c -2006 -914 Gravity Sewer - 900Dia - 210.566 m 2006 $364,900 67% $244,500 ME01Shaft1c / ME01Shaft1d -2006 -915 Gravity Sewer - 900Dia - 122.478 m 2006 $236,400 73% $172,600

ME01Shaft1d / ME01Shaft1e -2006 -916 Gravity Sewer - 900Dia - 168.143 m 2006 $278,600 65% $181,100 ME01Shaft1e / ME01Shaft1f -2006 -917 Gravity Sewer - 900Dia - 228.906 m 2006 $379,300 63% $238,900 ME01Shaft1f / ME01Shaft1g -2006 -918 Gravity Sewer - 900Dia - 168.825 m 2006 $279,700 67% $187,400 ME01Shaft1g / ME01Shaft1h -2006 -919 Gravity Sewer - 900Dia - 151.789 m 2006 $263,000 67% $176,200

ME01Shaft1h / ME01Shaft1j_ME0 -2006 -920 Gravity Sewer - 900Dia - 156.565 m 2006 $271,300 67% $181,800 ME02_SS67Div_Dummy1 / ME02_SS6 -2006 -922 Gravity Sewer - 500Dia - 374.904 m 2008 $390,800 95% $371,300 ME02_SS67Div_Dummy2 / ME02shaf -2006 -923 Gravity Sewer - 500Dia - 48.537 m 2008 $48,500 96% $46,500

ME02OldSP40 / ME02shaft3f -2006 -924 Gravity Sewer - 450 Dia - 91.877 m 2006 $82,500 80% $66,000 ME02OldSP55 / ME02SP55-1 -2006 -925 Gravity Sewer - 300Dia - 6.643 m 2006 $4,100 4% $200 ME02OldSS16 / ME02shaft2m -2021 -1020 Gravity Sewer - 300Dia - 602.27 m 2021 $394,500 66% $260,400 ME02OldSS16 / ME02shaft2m_A -2056 -1211 Gravity Sewer - 300Dia - 602.27 m 2056 $394,500 100% $394,500 ME02OldSS20 / ME02SS20-1 -2021 -1021 Gravity Sewer - 300Dia - 112.229 m 2021 $62,300 72% $44,900 ME02OldSS67 / ME02_SS67Div_Du -2006 -927 Gravity Sewer - 450 Dia - 186.181 m 2006 $205,400 81% $166,400 ME02shaft2m / ME02shaft2n_3a_A -2056 -1220 Gravity Sewer - 750 Dia - 199.466 m 2056 $291,700 100% $291,700 ME02shaft2n_3a / ME02shaft3b_A -2056 -1221 Gravity Sewer - 750 Dia - 201.101 m 2056 $265,800 100% $265,800 ME02shaft3b / ME02shaft3c_A -2056 -1222 Gravity Sewer - 750 Dia - 186.527 m 2056 $303,900 100% $303,900 ME02shaft3c / ME02shaft3d_A -2056 -1223 Gravity Sewer - 750 Dia - 222.592 m 2056 $311,300 100% $311,300 ME02shaft3d / ME02shaft3e_A -2056 -1224 Gravity Sewer - 900Dia - 213.314 m 2056 $353,400 100% $353,400 ME02shaft3e / ME02shaft3f_A -2056 -1225 Gravity Sewer - 900Dia - 203.977 m 2056 $341,000 100% $341,000 ME02shaft3f / ME02shaft3g_A -2056 -1226 Gravity Sewer - 900Dia - 282.058 m 2056 $467,300 100% $467,300 ME02shaft3g / ME02shaft3h_A -2056 -1227 Gravity Sewer - 900Dia - 321.016 m 2056 $531,900 100% $531,900 ME02shaft3j / ME02shaft3k_A -2056 -1229 Gravity Sewer - 900Dia - 283.76 m 2056 $474,400 100% $474,400 ME02SP55-1 / ME02SP55-2 -2006 -950 Gravity Sewer - 300Dia - 14.544 m 2006 $8,900 100% $8,900 ME02SP55-10 / ME02shaft3k -2006 -949 Gravity Sewer - 300Dia - 271.847 m 2006 $530,100 69% $365,800 ME02SP55-2 / ME02SP55-3 -2006 -951 Gravity Sewer - 300Dia - 78.456 m 2006 $48,100 100% $48,100

ME02SP55-3 / ME02SP55-4 -2006 -952 Gravity Sewer - 300Dia - 75.989 m 2006 $46,600 7% $3,300 ME02SP55-4 / ME02SP55-5 -2006 -953 Gravity Sewer - 300Dia - 29.319 m 2006 $19,200 100% $19,200 ME02SP55-5 / ME02SP55-6 -2006 -954 Gravity Sewer - 300Dia - 94.987 m 2006 $62,200 4% $2,500

ME02SP55-6 / ME02SP55-7 -2006 -955 Gravity Sewer - 300Dia - 63.092 m 2006 $41,300 7% $2,900 ME02SP55-7 / ME02SP55-8 -2006 -956 Gravity Sewer - 300Dia - 56.169 m 2006 $31,200 2% $600

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 183 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ ME02SP55-8 / ME02SP55-9 -2006 -957 Gravity Sewer - 300Dia - 55.999 m 2006 $34,300 4% $1,400 ME02SP55-9 / ME02SP55-10 -2006 -958 Gravity Sewer - 300Dia - 26.241 m 2006 $17,200 10% $1,700 ME02SS20-1 / ME02SS20-2 -2021 -1022 Gravity Sewer - 300Dia - 100.773 m 2021 $73,900 77% $56,900 ME02SS20-2 / ME02shaft3b -2021 -1023 Gravity Sewer - 300Dia - 69.87 m 2021 $53,800 81% $43,600 ME05SP100/B/1 / ME05SP100/A/7 -2006 -967 Gravity Sewer - 900Dia - 191.496 m 2008 $291,100 54% $157,200 ME05SP100/B/2 / ME05SP100/B/1 -2006 -968 Gravity Sewer - 900Dia - 66.652 m 2008 $130,000 59% $76,700 ME08_1 / ME08_2 -2006 -980 Gravity Sewer - 375 Dia - 119.748 m 2008 $67,100 86% $57,700 ME08_10 / ME08_11 -2006 -970 Gravity Sewer - 525 Dia - 47.526 m 2006 $43,800 82% $35,900 ME08_11 / ME08_12 -2006 -971 Gravity Sewer - 525 Dia - 111.781 m 2006 $103,000 47% $48,400 ME08_12 / ME08_13 -2006 -972 Gravity Sewer - 525 Dia - 42.399 m 2006 $39,100 44% $17,200 ME08_13 / ME08_E-1 -2006 -973 Gravity Sewer - 525 Dia - 3.06 m 2008 $2,800 52% $1,500 ME08_14 / ME08_15 -2006 -974 Gravity Sewer - 600Dia - 55.345 m 2006 $44,300 52% $23,100 ME08_15 / ME08_16 -2006 -975 Gravity Sewer - 600Dia - 69.811 m 2006 $80,200 58% $46,500 ME08_16 / ME08_17 -2006 -976 Gravity Sewer - 600Dia - 294.25 m 2006 $338,100 51% $172,400 ME08_17 / ME08_18 -2006 -977 Gravity Sewer - 600Dia - 105.637 m 2006 $121,400 53% $64,300 ME08_18 / ME08_19 -2006 -978 Gravity Sewer - 600Dia - 85.828 m 2006 $98,600 36% $35,500

ME08_19 / ME08_20 -2006 -979 Gravity Sewer - 600Dia - 38.672 m 2006 $45,200 54% $24,400 ME08_2 / ME08_3 -2006 -982 Gravity Sewer - 525 Dia - 89.471 m 2008 $63,500 23% $14,600 ME08_20 / ME01_0/ME08_21 -2006 -981 Gravity Sewer - 600Dia - 45.557 m 2006 $52,400 57% $29,800

ME08_3 / ME08_4 -2006 -983 Gravity Sewer - 525 Dia - 66.027 m 2008 $38,100 24% $9,100 ME08_4 / ME08_5 -2006 -984 Gravity Sewer - 525 Dia - 85.103 m 2006 $66,800 57% $38,100 ME08_5 / ME08_6 -2006 -985 Gravity Sewer - 525 Dia - 190.239 m 2006 $149,300 57% $85,100 ME08_6 / ME08_7 -2006 -986 Gravity Sewer - 525 Dia - 96.584 m 2006 $79,100 57% $45,100

ME08_7 / ME08_8 -2006 -987 Gravity Sewer - 525 Dia - 88.361 m 2006 $83,500 36% $30,100 ME08_8 / ME08_9 -2006 -988 Gravity Sewer - 525 Dia - 81.727 m 2006 $77,300 39% $30,100 ME08_9 / ME08_10 -2006 -989 Gravity Sewer - 525 Dia - 216.466 m 2006 $177,400 71% $125,900

ME08_E-1 / ME08_E-2 -2006 -990 Gravity Sewer - 600Dia - 33.461 m 2006 $33,700 55% $18,500 ME08_E-2 / ME08_14 -2006 -991 Gravity Sewer - 600Dia - 34.184 m 2006 $34,400 51% $17,600 MEFRM_SS44_Ex_Valve_Pit4 / MEF -2006 -1325 Rising Main - 500Dia - 658.1 m 2008 $951,800 100% $951,800 MEFRM_SS44ex_0639Ch / MEFRMSP1 -2006 -999 Rising Main - 500Dia - 18.4 m 2008 $23,600 100% $23,600 MEFRM_SS44ex_0653Ch / MEFRMSP1 -2006 -1024 Rising Main - 500Dia - 19.8 m 2008 $25,400 100% $25,400 MEFRMSP100_0114 / MEFRMSP100_0 -2006 -1322 Rising Main - 1050 Dia - 314.524 m 2006 $732,500 100% $732,500 MEFRMSP100_1725 / MEFRMSP100_V -2006 -1001 Rising Main - 1200Dia - 38 m 2006 $103,600 100% $103,600 MEFRMSP100_1781 / MEFRMSP100_1 -2006 -1323 Rising Main - 1200Dia - 73.8 m 2006 $201,100 100% $201,100 MEFRMSP100_2035 / MEFRMSP100_2 -2006 -1324 Rising Main - 1050 Dia - 1659 m 2006 $4,313,600 100% $4,313,600 MEFRMSP100_Bend / MEFRMSP100_C -2006 -993 Rising Main - 1000Dia - 55.4 m 2006 $121,700 100% $121,700 MEFRMSP100_Bend / MEFRMSP100_S -2006 -992 Rising Main - 1000Dia - 3.92 m 2006 $8,600 100% $8,600 MEFRMSP100_Ch00/ MEFRMSP100_S -2006 -994 Rising Main - 1050 Dia - 9.27 m 2006 $21,600 100% $21,600 MEFRMSP100_Pump / MEFRMSP100_B -2006 -995 Rising Main - 1000Dia - 14.88 m 2006 $32,700 100% $32,700 MEFRMSP100_SP49 / MERMSP49005 -2056 -1321 Rising Main - 960 Dia - 1675 m 2056 $3,776,100 100% $3,776,100 MEFRMSP100_Valv / MEFRMSP100_1 -2006 -2160 Rising Main - 1050 Dia - 52.1 m 2006 $121,300 100% $121,300 MEFRMSP100_Valv / MEFRMSP100_1 -2006 -998 Rising Main - 1050 Dia - 7.9 m 2006 $18,400 100% $18,400 MEFRMSP100_Valv / MEFRMSP100_P -2006 -1000 Rising Main - 1200Dia - 7.9 m 2006 $21,500 100% $21,500 MEFRMSS44004 / MERMSS44015 -2006 -1317 Rising Main - 500Dia - 34.791 m 2006 $47,900 100% $47,900

MERMSP49_Valve_ / MEFRMSP100_V -2006 -997 Rising Main - 450 Dia - 3.95 m 2006 $4,400 100% $4,400 MERMSP49024 / MERMSP49025 -2006 -1320 Rising Main - 1200Dia - 187 m 2006 $509,600 100% $509,600 MERMSP49028 / MERMSP49029 -2006 -1319 Rising Main - 1200Dia - 187.3 m 2006 $510,500 100% $510,500

MERMSP49031 / MERMSP49032 -2006 -1318 Rising Main - 1200Dia - 1307 m 2006 $3,977,100 100% $3,977,100 MES01500045M / MES01500395M -2011 -1005 Gravity Sewer - 900Dia - 17.27 m 2011 $25,000 98% $24,500

184 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ MES01500046M / MES01500045M -2011 -1302 Gravity Sewer - 900Dia - 19.8 m 2011 $28,700 73% $20,900 MES01500047M / MES01500046M -2011 -1301 Gravity Sewer - 900Dia - 20.5 m 2011 $29,700 72% $21,400 MES01500048M / MES01500047M -2011 -1300 Gravity Sewer - 900Dia - 27.36 m 2011 $39,700 74% $29,300 MES01500049M / MES01500048M -2011 -1299 Gravity Sewer - 900Dia - 19.68 m 2011 $28,500 73% $20,800 MES01500050M / MES01500049M -2011 -1298 Gravity Sewer - 900Dia - 18.21 m 2011 $26,400 74% $19,500 MES01500051M / MES01500050M -2011 -1297 Gravity Sewer - 900Dia - 19.84 m 2011 $28,800 72% $20,700 MES01500052M / MES01500051M -2011 -1296 Gravity Sewer - 900Dia - 20.51 m 2011 $29,700 72% $21,400 MES01500053M / MES01500052M -2011 -1238 Gravity Sewer - 900Dia - 17.96 m 2011 $26,000 83% $21,600 MES01500063N / MES01500064N -2011 -1308 Rising Main - 675 Dia - 1303 m 2011 $2,661,100 100% $2,661,100 MES01500395M / ME02OldSS1 -2011 -1004 Gravity Sewer - 900Dia - 6.9 m 2011 $12,000 88% $10,500 MES01500499M / S015-00526M -2056 -1061 Gravity Sewer - 375 Dia - 6.46 m 2056 $3,800 100% $3,800 MES01500500M / MES01500499M -2056 -1060 Gravity Sewer - 375 Dia - 97.202 m 2056 $62,100 100% $62,100 MES01500501M / MES01500500M -2056 -1059 Gravity Sewer - 375 Dia - 151.944 m 2056 $97,000 100% $97,000 MES01500502M / MES01500501M -2056 -1058 Gravity Sewer - 375 Dia - 122.417 m 2056 $82,300 100% $82,300 MES01500503M / MES01500502M -2056 -1057 Gravity Sewer - 375 Dia - 149.645 m 2056 $100,600 100% $100,600 MES01500504M / MES01500503M -2056 -1056 Gravity Sewer - 375 Dia - 124.155 m 2056 $83,400 100% $83,400

MES02600196M / MES02600197M -2056 -1199 Gravity Sewer - 300Dia - 52.69 m 2056 $37,500 100% $37,500 MES02600197M / MES02600198M -2056 -1200 Gravity Sewer - 300Dia - 65.052 m 2056 $39,900 100% $39,900 MES02600198M / MES02600199M -2056 -1201 Gravity Sewer - 300Dia - 114.706 m 2056 $81,700 100% $81,700

MES02600199M / MES02600200M -2056 -1202 Gravity Sewer - 300Dia - 14.525 m 2056 $3,700 100% $3,700 MES02600200M / MES02600201M -2056 -1203 Gravity Sewer - 300Dia - 20.623 m 2056 $10,500 100% $10,500 MES02600201M / MES02600202M -2056 -1204 Gravity Sewer - 300Dia - 72.626 m 2056 $37,000 100% $37,000 MES02600202M / MES02600203M -2056 -1205 Gravity Sewer - 300Dia - 67.034 m 2056 $23,100 100% $23,100

MES02600203M / MES02600204M -2056 -1206 Gravity Sewer - 300Dia - 84.407 m 2056 $29,100 100% $29,100 MES02600204M / MES02600205M -2056 -1207 Gravity Sewer - 300Dia - 133.93 m 2056 $68,300 100% $68,300 MES02600205M / MES02600206M -2056 -1208 Gravity Sewer - 300Dia - 79.5 m 2056 $40,600 100% $40,600

MES02600206M / S026-SS27 -2056 -1210 Gravity Sewer - 300Dia - 19.225 m 2056 $13,700 100% $13,700 MES03000004N / MES03000005N -2021 -1309 Rising Main - 450 Dia - 1141 m 2021 $1,146,700 100% $1,146,700 MES03000021M / MES03000022M -2021 -1006 Gravity Sewer - 600Dia - 42.157 m 2021 $27,900 74% $20,700 MES03000022M / MES03000023M -2021 -1007 Gravity Sewer - 600Dia - 38.893 m 2021 $25,700 64% $16,500 MES03000023M / MES03000024M -2021 -1008 Gravity Sewer - 600Dia - 27.753 m 2021 $18,400 49% $9,000 MES03000024M / MES03000025M -2021 -1009 Gravity Sewer - 600Dia - 43.953 m 2021 $29,100 49% $14,300 MES03000025M / MES03000026M -2021 -1010 Gravity Sewer - 600Dia - 35.223 m 2021 $23,300 50% $11,700 MES03000026M / MES03000027M -2021 -1011 Gravity Sewer - 600Dia - 207.846 m 2021 $183,700 47% $86,400 MES03000027M / MES03000028M -2021 -1012 Gravity Sewer - 600Dia - 68.148 m 2021 $60,200 47% $28,300 MES03000028M / MES03000029M -2021 -1013 Gravity Sewer - 600Dia - 30.318 m 2021 $26,800 83% $22,200 MES03000029M / MES03000030M -2021 -1014 Gravity Sewer - 600Dia - 24.101 m 2021 $24,700 49% $12,100 MES03000030M / MES03000031M -2021 -1015 Gravity Sewer - 600Dia - 57.138 m 2021 $58,600 48% $28,100 MES03000031M / MES03000032M -2021 -1016 Gravity Sewer - 600Dia - 68.785 m 2021 $70,600 47% $33,200 MES03000032M / MES03000033M -2021 -1017 Gravity Sewer - 600Dia - 40.155 m 2021 $41,200 53% $21,800 MES03000033M / MES03000034M -2021 -1018 Gravity Sewer - 600Dia - 36.468 m 2021 $37,400 48% $18,000 MES03000034M / S030-SP30 -2021 -1019 Gravity Sewer - 600Dia - 14.588 m 2021 $12,400 95% $11,800 MU11_div_MH2 / MU11_div_MH3 -2006 -1234 Gravity Sewer - 375 Dia - 83 m 2006 $47,200 100% $47,200 MU11_div_MH3 / MU11_div_MH4 -2006 -1233 Gravity Sewer - 375 Dia - 64 m 2006 $36,400 100% $36,400

MU11_div_MH4 / MU11_div_MH5 -2006 -1232 Gravity Sewer - 375 Dia - 63 m 2006 $35,800 100% $35,800 MU11_div_MH5 / MU11_div_MH6 -2006 -1235 Gravity Sewer - 375 Dia - 68 m 2006 $35,700 100% $35,700 MU11_div_MH6 / MU11_div_MH7 -2006 -1236 Gravity Sewer - 375 Dia - 55 m 2006 $28,900 100% $28,900

MU11_div_MH7 / S026-01020M -2006 -1231 Gravity Sewer - 375 Dia - 57 m 2006 $29,900 100% $29,900 MW_FID_182079 / S108-G3_A -2056 -731 Gravity Sewer - 300Dia - 28.305 m 2056 $11,500 100% $11,500

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 185 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ MW_FID_182939 / MW_FID_183079 -2006 -819 Rising Main - 225 Dia - 55.452 m 2006 $23,600 100% $23,600 MW_FID_183079 / MW_FID_183080 -2006 -820 Rising Main - 225 Dia - 75.097 m 2006 $32,900 100% $32,900 MW_FID_183080 / MW_FID_183081 -2006 -822 Rising Main - 225 Dia - 101.547 m 2006 $44,600 100% $44,600 MW_FID_183081 / MW_FID_183082 -2006 -821 Rising Main - 225 Dia - 14.648 m 2006 $6,400 100% $6,400 MW_FID_183082 / MW_FID_183083 -2006 -823 Rising Main - 225 Dia - 147.286 m 2006 $64,600 100% $64,600 MW_FID_183083 / MW_FID_183084 -2006 -824 Rising Main - 225 Dia - 44.002 m 2006 $18,700 100% $18,700 MW_FID_221573 / MW_FID_220413_ -2056 -1052 Gravity Sewer - 375 Dia - 33.89 m 2056 $22,800 100% $22,800 MWF00001 / MWF00002 -2006 -732 Gravity Sewer - 450 Dia - 130.573 m 2006 $86,100 98% $84,400 MWF00002 / MWF00003 -2006 -733 Gravity Sewer - 450 Dia - 386.557 m 2006 $270,500 93% $251,600 MWF00003 / MWF00004 -2006 -734 Gravity Sewer - 450 Dia - 119.106 m 2006 $77,000 100% $77,000 MWF00004 / MWF00008 -2006 -735 Gravity Sewer - 525 Dia - 165.474 m 2006 $95,500 100% $95,500 MWF00008 / MWF00009 -2006 -736 Gravity Sewer - 525 Dia - 116.717 m 2006 $67,300 99% $66,700 MWF00010 / MWF00112 -2006 -737 Gravity Sewer - 525 Dia - 56.9221 m 2006 $43,700 94% $41,100 MWF00011 / MWF00012 -2006 -738 Gravity Sewer - 525 Dia - 52.8629 m 2006 $56,400 78% $44,000 MWF00012 / MWF00013 -2006 -739 Gravity Sewer - 525 Dia - 83.7875 m 2006 $89,400 95% $84,900 MWF00013 / MWF00014 -2006 -740 Gravity Sewer - 525 Dia - 50.0518 m 2006 $41,300 95% $39,200

MWF00014 / MWF00018 -2006 -741 Gravity Sewer - 525 Dia - 53.3076 m 2006 $40,900 84% $34,400 MWF00018 / MWF00019 -2006 -742 Gravity Sewer - 525 Dia - 275.751 m 2006 $211,600 96% $203,100 MWF00019 / MWF00022 -2006 -743 Gravity Sewer - 600Dia - 108.088 m 2006 $126,100 89% $112,300

MWF00022 / MWF00023 -2006 -744 Gravity Sewer - 600Dia - 29.3614 m 2006 $40,100 90% $36,100 MWF00023 / MWF00024 -2006 -745 Gravity Sewer - 600Dia - 47.4527 m 2006 $64,800 91% $58,900 MWF00024 / MWF00025 -2006 -746 Gravity Sewer - 600Dia - 56.7873 m 2006 $54,100 91% $49,300 MWF00025 / MWF00026 -2006 -747 Gravity Sewer - 600Dia - 16.0467 m 2006 $15,300 92% $14,100

MWF00026 / S108-W38 -2006 -748 Gravity Sewer - 600Dia - 25.8613 m 2006 $24,700 92% $22,700 MWF00027 / MWF00028 -2011 -749 Gravity Sewer - 600Dia - 95.1962 m 2011 $111,100 72% $80,000 MWF00028 / MWF00029 -2011 -750 Gravity Sewer - 600Dia - 136.197 m 2011 $158,900 73% $116,000

MWF00029 / MWF00030 -2011 -751 Gravity Sewer - 600Dia - 196.059 m 2011 $186,900 76% $142,000 MWF00030 / MWF00031 -2011 -752 Gravity Sewer - 600Dia - 101.511 m 2011 $109,500 75% $82,100 MWF00031 / MWF00032 -2011 -753 Gravity Sewer - 600Dia - 249.166 m 2011 $182,800 76% $138,900 MWF00032 / MWF00033 -2011 -754 Gravity Sewer - 600Dia - 84.3943 m 2011 $61,900 76% $47,100 MWF00033 / MWF00034 -2011 -755 Gravity Sewer - 600Dia - 65.9798 m 2011 $38,400 76% $29,200 MWF00034 / MWF00115 -2011 -756 Gravity Sewer - 600Dia - 70.6036 m 2011 $51,800 77% $39,900 MWF00035 / MWF00039 -2011 -757 Gravity Sewer - 900Dia - 197.581 m 2011 $253,100 65% $164,500 MWF00039 / MWF00041 -2011 -758 Gravity Sewer - 900Dia - 132.877 m 2011 $149,800 63% $94,400 MWF00041 / MWF00042 -2011 -759 Gravity Sewer - 900Dia - 90.4727 m 2011 $102,000 63% $64,300 MWF00042 / MWF00043 -2011 -760 Gravity Sewer - 900Dia - 180.253 m 2011 $203,200 63% $128,000 MWF00043 / MWF00044 -2011 -761 Gravity Sewer - 900Dia - 248.131 m 2011 $279,700 63% $176,200 MWF00044 / MWF00045 -2011 -762 Gravity Sewer - 900Dia - 52.9059 m 2011 $59,600 63% $37,600 MWF00045 / MWF00046 -2011 -763 Gravity Sewer - 900Dia - 179.192 m 2011 $231,500 63% $145,900 MWF00046 / MWF00047 -2011 -764 Gravity Sewer - 900Dia - 188.558 m 2011 $378,300 67% $253,500 MWF00047 / MWF00048 -2011 -765 Gravity Sewer - 900Dia - 174.081 m 2011 $236,400 61% $144,200 MWF00048 / MWF00049 -2011 -766 Gravity Sewer - 900Dia - 123.461 m 2011 $167,600 63% $105,600 MWF00049 / MWF00050 -2011 -767 Gravity Sewer - 900Dia - 85.3562 m 2011 $115,900 63% $73,000 MWF00050 / MWF00051 -2011 -768 Gravity Sewer - 900Dia - 142.641 m 2011 $223,300 63% $140,700

MWF00051 / MWF00052 -2011 -769 Gravity Sewer - 900Dia - 77.7093 m 2011 $100,400 63% $63,300 MWF00052 / MWF00055 -2011 -770 Gravity Sewer - 1050 Dia - 472.332 m 2011 $689,200 66% $454,900 MWF00053 / MWF00052 -2011 -771 Gravity Sewer - 525 Dia - 21.5773 m 2011 $14,500 95% $13,700

MWF00054 / MWF00053 -2011 -772 Gravity Sewer - 525 Dia - 134.545 m 2011 $95,500 86% $82,100 MWF00055 / MWF00057 -2011 -773 Gravity Sewer - 1050 Dia - 392.486 m 2011 $549,900 59% $324,500

186 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ MWF00057 / MWF00060 -2011 -774 Gravity Sewer - 1050 Dia - 252.614 m 2011 $354,000 58% $205,300 MWF00060 / MWF00061 -2011 -775 Gravity Sewer - 1050 Dia - 285.099 m 2011 $399,500 59% $235,700 MWF00061 / MWF00062 -2011 -776 Gravity Sewer - 1050 Dia - 62.4478 m 2011 $91,100 68% $62,000 MWF00062 / MWF00063 -2011 -777 Gravity Sewer - 1050 Dia - 453.279 m 2011 $746,800 55% $410,700 MWF00063 / MWF00073 -2011 -778 Gravity Sewer - 1050 Dia - 142.346 m 2011 $234,500 55% $129,000 MWF00064 / MWF00063 -2011 -779 Gravity Sewer - 375 Dia - 212.303 m 2011 $142,700 85% $121,300 MWF00065 / MWF00064 -2011 -780 Gravity Sewer - 375 Dia - 47.2683 m 2011 $31,800 83% $26,400 MWF00066 / MWF00065 -2011 -781 Gravity Sewer - 375 Dia - 299.94 m 2011 $224,300 80% $179,400 MWF00067 / MWF00066 -2011 -782 Gravity Sewer - 375 Dia - 161.698 m 2011 $120,900 76% $91,900 MWF00068 / MWF00067 -2011 -783 Gravity Sewer - 375 Dia - 183.743 m 2011 $137,400 76% $104,400 MWF00070 / MWF00068 -2011 -785 Gravity Sewer - 375 Dia - 161.27 m 2011 $105,700 73% $77,100 MWF000704 / MWF00074 -2011 -784 Gravity Sewer - 1050 Dia - 204.537 m 2011 $337,000 55% $185,300 MWF00071 / MWF00070 -2011 -786 Gravity Sewer - 375 Dia - 137.304 m 2011 $66,800 83% $55,400 MWF00072 / MWF00071 -2011 -787 Gravity Sewer - 375 Dia - 151.1 m 2011 $78,800 81% $63,800 MWF00073 / MWF000704 -2011 -788 Gravity Sewer - 1050 Dia - 324.124 m 2011 $534,000 53% $283,000 MWF00074 / MWF00075 -2011 -789 Gravity Sewer - 1050 Dia - 354.684 m 2011 $584,300 55% $321,400

MWF00075 / MWF00076 -2011 -790 Gravity Sewer - 1050 Dia - 533.264 m 2011 $836,700 55% $460,200 MWF00076 / MWF00077 -2011 -791 Gravity Sewer - 1050 Dia - 93.664 m 2011 $154,300 55% $84,900 MWF00077 / MWF00079 -2011 -792 Gravity Sewer - 1050 Dia - 312.011 m 2011 $586,100 53% $310,600

MWF00079 / MWF00082 -2011 -793 Gravity Sewer - 1050 Dia - 142.167 m 2011 $267,100 53% $141,500 MWF00082 / MWF00083 -2011 -794 Gravity Sewer - 1200Dia - 125.882 m 2011 $311,000 60% $186,600 MWF00083 / MWF00084 -2011 -795 Gravity Sewer - 1200Dia - 213.584 m 2011 $514,500 60% $308,700 MWF00084 / MWF00114 -2011 -796 Gravity Sewer - 1200Dia - 317.779 m 2011 $569,200 60% $341,500

MWF00085 / MWF00086 -2011 -797 Gravity Sewer - 1200Dia - 317.283 m 2011 $685,900 58% $397,900 MWF00086 / MWF00087 -2011 -798 Gravity Sewer - 1200Dia - 293.13 m 2011 $706,200 47% $331,900 MWF00087 / MWF00088 -2011 -799 Gravity Sewer - 1200Dia - 69.025 m 2011 $170,500 69% $117,700

MWF00088 / MWF00089 -2011 -800 Gravity Sewer - 1200Dia - 135.268 m 2011 $334,200 56% $187,200 MWF00089 / MWF00090 -2011 -801 Gravity Sewer - 1200Dia - 85.375 m 2011 $210,900 65% $137,100 MWF00090 / MWF00091 -2011 -802 Gravity Sewer - 1200Dia - 168.509 m 2011 $416,400 65% $270,600 MWF00092 / MWF00091 -2011 -803 Gravity Sewer - 450 Dia - 52.4313 m 2011 $36,700 73% $26,800 MWF00093 / MWF00092 -2011 -804 Gravity Sewer - 450 Dia - 196.936 m 2011 $135,900 60% $81,500 MWF00095 / MWF00093 -2011 -805 Gravity Sewer - 450 Dia - 367.17 m 2011 $215,900 60% $129,600 MWF00096 / MWF00095 -2011 -806 Gravity Sewer - 450 Dia - 291.864 m 2011 $211,600 64% $135,400 MWF00097 / MWF00096 -2011 -807 Gravity Sewer - 450 Dia - 111.792 m 2011 $81,100 65% $52,700 MWF00098 / MWF00097 -2011 -808 Gravity Sewer - 375 Dia - 197.027 m 2011 $68,500 46% $31,500 MWF00102 / MWF00113 -2011 -809 Gravity Sewer - 300Dia - 210.862 m 2011 $72,600 42% $30,500 MWF00103 / MWF00102 -2011 -810 Gravity Sewer - 300Dia - 401.466 m 2011 $286,100 82% $234,600 MWF00109 / MWF00108 -2011 -811 Gravity Sewer - 375 Dia - 98.5232 m 2011 $64,600 65% $42,000 MWF00110 / MWF00109 -2011 -812 Gravity Sewer - 300Dia - 363.073 m 2011 $185,200 50% $92,600 MWF00111 / S020-00183M -2006 -813 Gravity Sewer - 225 Dia - 36.0558 m 2006 $10,200 85% $8,700 MWF00112 / MWF00011 -2006 -814 Gravity Sewer - 525 Dia - 71.7399 m 2006 $59,600 94% $56,000 MWF00113 / S025-00888M -2011 -815 Gravity Sewer - 300Dia - 169.342 m 2011 $69,000 72% $49,700 MWF00114 / MWF00085 -2011 -816 Gravity Sewer - 1200Dia - 253.077 m 2011 $547,100 58% $317,300 MWF00115 / MWF00035 -2011 -817 Gravity Sewer - 600Dia - 64.3242 m 2011 $56,900 77% $43,800

MWF00116 / S037-00356M -2006 -818 Gravity Sewer - 300Dia - 35.18 m 2006 $15,300 16% $2,500 MWfN02F002 / MWfN02F003 -2021 -1311 Rising Main - 225 Dia - 682.817 m 2021 $189,300 100% $189,300 MWFRMF0101 / MWFRMF0102 -2006 -1315 Rising Main - 750 Dia - 1806 m 2006 $4,164,300 100% $4,164,300

MWFRMF0501 / MWFRMF0502 -2006 -1312 Rising Main - 300Dia - 949.993 m 2006 $616,300 100% $616,300 MWFRMMU12001 / MWFRMMU12002 -2006 -1313 Rising Main - 250 Dia - 260.784 m 2006 $130,600 72% $94,100

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 187 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ MWRMW39B056 / MWRMW39B056_2 -2006 -826 Rising Main - 375 Dia - 16.58 m 2006 $14,300 100% $14,300 MWRMW39B056_2 / MWFRMF0107 -2006 -1316 Rising Main - 750 Dia - 675.272 m 2006 $1,620,900 100% $1,620,900 MWRMW45017 / MWF00111 -2006 -827 Rising Main - 225 Dia - 375.376 m 2006 $163,400 100% $163,400 MWS10800001M / MWF00001 -2006 -828 Gravity Sewer - 450 Dia - 153.475 m 2006 $99,200 92% $91,300 S000-00013N / ME -2006 -1329 Rising Main - 375 Dia - 955.67 m 2006 $928,200 100% $928,200 S015-00014M / S015-00021M_A -2056 -1183 Gravity Sewer - 225 Dia - 32.04 m 2056 $10,200 100% $10,200 S015-00015M / S015-00014M_A -2056 -1184 Gravity Sewer - 225 Dia - 16.532 m 2056 $5,300 100% $5,300 S015-00021M / S015-00170M_A -2056 -1185 Gravity Sewer - 225 Dia - 38.165 m 2056 $12,100 100% $12,100 S015-00040M / S015-00041M_A -2056 -1064 Gravity Sewer - 225 Dia - 15.85 m 2056 $5,000 100% $5,000 S015-00041M / S015-00015M_A -2056 -1113 Gravity Sewer - 225 Dia - 73.173 m 2056 $23,300 100% $23,300 S015-00102N / S015-02708M -2026 -1303 Rising Main - 200Dia - 160.6 m 2026 $64,400 100% $64,400 S015-00140M / S015-00143M_A -2006 -1036 Gravity Sewer - 300Dia - 62.759 m 2006 $25,700 66% $17,000 S015-00143M / S015-00144M_A -2006 -1037 Gravity Sewer - 300Dia - 47.249 m 2006 $19,400 65% $12,600 S015-00144M / S015-SS5_A -2006 -1038 Gravity Sewer - 300Dia - 10.048 m 2006 $3,100 77% $2,400 S015-00172M / ME08_2 -2006 -1003 Gravity Sewer - 375 Dia - 8.877 m 2006 $4,300 89% $3,800 S015-00514M / ME02OldSS1_A -2056 -1215 Gravity Sewer - 750 Dia - 3.64 m 2056 $5,300 100% $5,300

S015-00524M / MES01500501M -2056 -1062 Gravity Sewer - 375 Dia - 4.876 m 2056 $3,100 100% $3,100 S015-00526M / S015-00527M_A -2056 -1216 Gravity Sewer - 450 Dia - 128.26 m 2056 $106,100 100% $106,100 S015-00527M / S015-00528M_A -2056 -1217 Gravity Sewer - 450 Dia - 98.89 m 2056 $81,800 100% $81,800

S015-00528M / S015-00529M_A -2056 -1218 Gravity Sewer - 450 Dia - 98.41 m 2056 $81,400 100% $81,400 S015-00531M / S015-00514M_A -2056 -1214 Gravity Sewer - 450 Dia - 57.11 m 2056 $53,600 100% $53,600 S015-00532M / S015-00531M_A -2056 -1213 Gravity Sewer - 525 Dia - 98.41 m 2056 $107,700 100% $107,700 S015-00556M / MES01500503M -2056 -1063 Gravity Sewer - 375 Dia - 5.631 m 2056 $3,800 100% $3,800

S015-00557M / MES01500504M -2056 -1055 Gravity Sewer - 375 Dia - 5.324 m 2056 $3,000 100% $3,000 S015-00656M / S015-01968M_ME0 -2006 -1219 Gravity Sewer - 375 Dia - 49.068 m 2006 $19,400 100% $19,400 S015-01185M / S015-01186M_A -2016 -1025 Gravity Sewer - 300Dia - 56.002 m 2016 $24,300 78% $19,000

S015-01186M / S015-01187M_A -2016 -1026 Gravity Sewer - 300Dia - 3.152 m 2016 $1,400 100% $1,400 S015-01187M / S015-01188M_A -2016 -1027 Gravity Sewer - 300Dia - 55.91 m 2016 $33,400 95% $31,700 S015-01188M / S015-01189M_A -2016 -1028 Gravity Sewer - 300Dia - 31.439 m 2016 $18,800 100% $18,800 S015-01189M / S015-01190M_A -2016 -1029 Gravity Sewer - 300Dia - 19.766 m 2016 $11,800 100% $11,800 S015-01190M / S015-01191M_A -2016 -1030 Gravity Sewer - 300Dia - 53.443 m 2016 $23,200 100% $23,200 S015-01191M / S015-01192M_A -2016 -1031 Gravity Sewer - 300Dia - 88.772 m 2016 $38,600 97% $37,400 S015-01192M / S015-01193M_A -2011 -1032 Gravity Sewer - 300Dia - 9.86 m 2011 $4,300 99% $4,200 S015-01193M / S015-01194M_A -2011 -1033 Gravity Sewer - 300Dia - 43.74 m 2011 $19,000 97% $18,400 S015-01194M / S015-01195M_A -2011 -1034 Gravity Sewer - 300Dia - 82.46 m 2011 $35,800 97% $34,800 S015-01195M / S015-00656M_A -2011 -1035 Gravity Sewer - 300Dia - 93.42 m 2011 $40,600 100% $40,600 S015-01968M_ME0 / ME08_1 -2006 -969 Gravity Sewer - 375 Dia - 167.147 m 2008 $66,000 93% $61,400 S015-02541M / S015-02564M_A -2056 -1041 Gravity Sewer - 225 Dia - 39.334 m 2056 $12,800 100% $12,800 S015-02549M / S015-02541M_A -2056 -1040 Gravity Sewer - 225 Dia - 39.51 m 2056 $12,800 100% $12,800 S015-02563M / S015-02580M_A -2056 -1043 Gravity Sewer - 300Dia - 52.785 m 2056 $22,900 100% $22,900 S015-02564M / S015-02563M_A -2056 -1042 Gravity Sewer - 300Dia - 67.857 m 2056 $29,500 100% $29,500 S015-02568M / S015-02568AM_A -2056 -1051 Gravity Sewer - 375 Dia - 17.844 m 2056 $9,600 100% $9,600 S015-02571M / S015-02568M_A -2056 -1050 Gravity Sewer - 375 Dia - 31.641 m 2056 $23,400 100% $23,400 S015-02577M / S015-02571M_A -2056 -1049 Gravity Sewer - 300Dia - 26.558 m 2056 $19,500 100% $19,500

S015-02579M / S015-02549M_A -2056 -1039 Gravity Sewer - 225 Dia - 48.173 m 2056 $15,600 100% $15,600 S015-02580M / S015-02582M_A -2056 -1044 Gravity Sewer - 300Dia - 44.019 m 2056 $19,100 100% $19,100 S015-02582M / S015-02583M_A -2056 -1045 Gravity Sewer - 300Dia - 90.001 m 2056 $53,800 100% $53,800

S015-02583M / S015-02584M_A -2056 -1046 Gravity Sewer - 300Dia - 89.667 m 2056 $37,600 100% $37,600 S015-02584M / S015-02589M_A -2056 -1047 Gravity Sewer - 300Dia - 45.869 m 2056 $19,900 100% $19,900

188 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S015-02589M / S015-02577M_A -2056 -1048 Gravity Sewer - 300Dia - 46.699 m 2056 $27,900 100% $27,900 S015-02601M / S015-02595M_A -2056 -1186 Gravity Sewer - 300Dia - 38.439 m 2056 $25,200 100% $25,200 S015-02609M / S015-02601M_A -2056 -1187 Gravity Sewer - 300Dia - 27.996 m 2056 $18,300 100% $18,300 S015-02705M / S015-02706M_A -2056 -1053 Gravity Sewer - 375 Dia - 9.579 m 2056 $6,100 100% $6,100 S015-02706M / S015-02707M_A -2056 -1054 Gravity Sewer - 375 Dia - 27.591 m 2056 $17,600 100% $17,600 S015-02710M / S015-02711M_A -2056 -1065 Gravity Sewer - 225 Dia - 41.744 m 2056 $11,800 100% $11,800 S015-02711M / S015-02712M_A -2056 -1188 Gravity Sewer - 225 Dia - 38.706 m 2056 $15,700 100% $15,700 S015-02712M / S015-02713M_A -2056 -1189 Gravity Sewer - 300Dia - 72.047 m 2056 $39,000 100% $39,000 S015-02713M / S015-02714M_A -2056 -1190 Gravity Sewer - 300Dia - 69.884 m 2056 $35,600 100% $35,600 S015-02714M / S015-02715M_A -2056 -1191 Gravity Sewer - 300Dia - 70.075 m 2056 $37,900 100% $37,900 S015-02715M / S015-02716M_A -2056 -1192 Gravity Sewer - 300Dia - 45.006 m 2056 $24,300 100% $24,300 S015-02716M / S015-02717M_A -2056 -1193 Gravity Sewer - 300Dia - 44.984 m 2056 $24,300 100% $24,300 S015-02717M / S015-02609M_A -2056 -1194 Gravity Sewer - 300Dia - 44.941 m 2056 $29,400 100% $29,400 S018-00001M / S018-00015M_A -2006 -1101 Gravity Sewer - 300Dia - 75.995 m 2006 $23,100 100% $23,100 S018-00015M / S018-00024M_A -2006 -1142 Gravity Sewer - 300Dia - 55.605 m 2006 $14,000 100% $14,000 S018-00024M / S018-00046M_A -2006 -1161 Gravity Sewer - 300Dia - 59.192 m 2006 $20,400 96% $19,600

S018-00046M / S018-00051M_A -2006 -1102 Gravity Sewer - 300Dia - 41.185 m 2006 $14,200 100% $14,200 S018-00050M / S018-00053M_A -2006 -1157 Gravity Sewer - 300Dia - 53.312 m 2006 $23,200 100% $23,200 S018-00051M / S018-00050M_A -2006 -1136 Gravity Sewer - 300Dia - 66.138 m 2006 $22,800 100% $22,800

S018-00052M / S018-00054M_A -2006 -1177 Gravity Sewer - 300Dia - 67.94 m 2006 $31,400 100% $31,400 S018-00053M / S018-00052M_A -2006 -1170 Gravity Sewer - 300Dia - 85.024 m 2006 $37,100 100% $37,100 S018-00054M / S018-00097M_A -2006 -1180 Gravity Sewer - 300Dia - 64.636 m 2006 $35,900 100% $35,900 S018-00074M / S018-00098M_A -2006 -1104 Gravity Sewer - 300Dia - 50.109 m 2006 $20,600 100% $20,600

S018-00075M / S018-00074M_A -2006 -1171 Gravity Sewer - 300Dia - 54.984 m 2006 $23,400 98% $22,900 S018-00076M / S018-00075M_A -2006 -1158 Gravity Sewer - 300Dia - 88.873 m 2006 $37,800 98% $37,100 S018-00077M / S018-00076M_A -2006 -1137 Gravity Sewer - 300Dia - 76.477 m 2006 $32,500 100% $32,500

S018-00078M / S018-00077M_A -2006 -1103 Gravity Sewer - 300Dia - 32.287 m 2006 $13,700 100% $13,700 S018-00079M / S018-00078M_A -2006 -1159 Gravity Sewer - 225 Dia - 57.971 m 2006 $18,400 100% $18,400 S018-00097M / S018-01031M_A -2006 -1112 Gravity Sewer - 375 Dia - 19.077 m 2006 $17,500 73% $12,800 S018-00098M / S018-00097M_A -2006 -1138 Gravity Sewer - 300Dia - 82.523 m 2006 $29,100 93% $27,100 S018-00099M / S018-00079M_A -2006 -1141 Gravity Sewer - 225 Dia - 50.025 m 2006 $15,900 100% $15,900 S018-00109M / S018-01028M_A -2056 -1107 Gravity Sewer - 225 Dia - 71.263 m 2056 $22,600 100% $22,600 S018-00110M / S018-00109M_A -2056 -1106 Gravity Sewer - 225 Dia - 37.213 m 2056 $9,900 100% $9,900 S018-00113M / S018-00110M_A -2056 -1105 Gravity Sewer - 225 Dia - 46.615 m 2056 $12,400 100% $12,400 S018-00133M / S018-00134M_A -2056 -1195 Gravity Sewer - 225 Dia - 73.421 m 2056 $23,300 100% $23,300 S018-00134M / S018-00135M_A -2056 -1108 Gravity Sewer - 225 Dia - 77.131 m 2056 $20,600 100% $20,600 S018-00135M / S018-00136M_A -2006 -1140 Gravity Sewer - 225 Dia - 73.866 m 2006 $19,700 100% $19,700 S018-00136M / S018-00137M_A -2006 -1160 Gravity Sewer - 225 Dia - 23.772 m 2006 $7,600 100% $7,600 S018-00137M / S018-00099M_A -2006 -1109 Gravity Sewer - 225 Dia - 44.104 m 2006 $14,000 100% $14,000 S018-00152M / S018-00157M_A -2006 -1156 Gravity Sewer - 300Dia - 57.624 m 2006 $14,500 100% $14,500 S018-00153M / S018-00152M_A -2006 -1133 Gravity Sewer - 300Dia - 80.688 m 2006 $20,400 100% $20,400 S018-00155M / S018-00160M_A -2006 -1134 Gravity Sewer - 300Dia - 31.754 m 2006 $9,700 98% $9,500 S018-00156M / S018-00155M_A -2006 -1099 Gravity Sewer - 300Dia - 56.638 m 2006 $14,300 100% $14,300 S018-00157M / S018-00156M_A -2006 -1169 Gravity Sewer - 300Dia - 51.085 m 2006 $12,900 95% $12,200

S018-00160M / S018-00161M_A -2006 -1100 Gravity Sewer - 225 Dia - 87.634 m 2006 $16,500 100% $16,500 S018-00161M / S018-00001M_A -2006 -1135 Gravity Sewer - 225 Dia - 97.023 m 2006 $22,000 100% $22,000 S018-00343M / S018-00400M_A -2006 -1110 Gravity Sewer - 225 Dia - 73.166 m 2006 $13,800 100% $13,800

S018-00400M / S018-00153M_A -2006 -1111 Gravity Sewer - 300Dia - 69.415 m 2006 $17,500 100% $17,500 S018-00489M / S018-00490M_A -2056 -1097 Gravity Sewer - 150 Dia - 37.94 m 2056 $5,300 100% $5,300

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 189 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S018-00490M / S018-00491M_A -2056 -1132 Gravity Sewer - 150 Dia - 33.114 m 2056 $4,600 100% $4,600 S018-01028M / S018-01029M_A -2056 -1139 Gravity Sewer - 225 Dia - 58.313 m 2056 $18,900 100% $18,900 S018-01029M / S018-01030M_A -2056 -1162 Gravity Sewer - 225 Dia - 23.672 m 2056 $10,600 100% $10,600 S018-01030M / S018-00133M_A -2056 -1172 Gravity Sewer - 225 Dia - 27.002 m 2056 $13,900 100% $13,900 S018-01031M / S018-MU1_A -2006 -1098 Gravity Sewer - 600Dia - 10.859 m 2006 $9,200 76% $7,000 S018-MU11 / S018-00936M_A -2006 -1314 Rising Main - 200Dia - 538.189 m 2008 $219,300 100% $219,300 S019-MU8 / S019-00002N -2006 -1326 Rising Main - 200Dia - 23.908 m 2006 $7,800 100% $7,800 S020-00010N / DUMMY_ENDPOINT -2006 -1327 Rising Main - 250 Dia - 132.19 m 2006 $64,000 100% $64,000 S025-W20 / MWF00110 -2011 -830 Gravity Sewer - 300Dia - 40.6244 m 2011 $22,000 4% $900 S025-W35 / MWF00098 -2011 -831 Gravity Sewer - 375 Dia - 150.184 m 2011 $84,100 46% $38,700 S025-W42 / MWF00103 -2011 -829 Gravity Sewer - 300Dia - 410.626 m 2011 $223,800 50% $111,900 S026-00466M / S026-SS16_A -2056 -1181 Gravity Sewer - 375 Dia - 89.201 m 2056 $61,400 100% $61,400 S026-00467M / S026-00466M_A -2056 -1178 Gravity Sewer - 375 Dia - 74.053 m 2056 $68,000 100% $68,000 S026-00468M / S026-00467M_A -2056 -1173 Gravity Sewer - 375 Dia - 86.32 m 2056 $67,400 100% $67,400 S026-00469M / S026-00468M_A -2056 -1163 Gravity Sewer - 375 Dia - 81.312 m 2056 $54,600 100% $54,600 S026-00470M / S026-00469M_A -2056 -1143 Gravity Sewer - 375 Dia - 47.245 m 2056 $31,700 100% $31,700

S026-00471M / S026-00470M_A -2056 -1114 Gravity Sewer - 375 Dia - 52.952 m 2056 $35,600 100% $35,600 S026-00472M / S026-00471M_A -2056 -1066 Gravity Sewer - 375 Dia - 68.606 m 2056 $46,100 100% $46,100 S026-00635M / MES02600196M -2056 -1212 Gravity Sewer - 300Dia - 7.345 m 2056 $3,000 100% $3,000

S026-00640M / MES02600201M -2056 -1209 Gravity Sewer - 300Dia - 2.411 m 2056 $1,200 100% $1,200 S026-00821M / S026-00822M_A -2021 -1067 Gravity Sewer - 375 Dia - 64.988 m 2021 $33,900 100% $33,900 S026-00822M / S026-00823M_A -2021 -1115 Gravity Sewer - 375 Dia - 82.232 m 2021 $42,900 100% $42,900 S026-00823M / S026-00877M_A -2021 -1144 Gravity Sewer - 375 Dia - 50.522 m 2021 $26,300 100% $26,300

S026-00877M / S026-00878M_A -2021 -1164 Gravity Sewer - 375 Dia - 97.891 m 2021 $51,000 92% $46,900 S026-00878M / S026-00879M_A -2021 -1174 Gravity Sewer - 375 Dia - 56.748 m 2021 $29,600 83% $24,500 S026-00879M / S026-00881M_A -2021 -1068 Gravity Sewer - 375 Dia - 58.407 m 2021 $30,400 67% $20,400

S026-00880M / S026-00882M_A -2021 -1145 Gravity Sewer - 375 Dia - 57.913 m 2021 $28,200 52% $14,600 S026-00881M / S026-00880M_A -2021 -1116 Gravity Sewer - 375 Dia - 98.563 m 2021 $47,900 59% $28,300 S026-00882M / S026-00883M_A -2021 -1165 Gravity Sewer - 375 Dia - 97.167 m 2021 $46,400 43% $20,000 S026-00883M / S026-00884M_A -2021 -1175 Gravity Sewer - 375 Dia - 46.55 m 2021 $26,800 50% $13,400 S026-01024M / S026-01023M_A -2021 -1146 Gravity Sewer - 300Dia - 68.675 m 2021 $29,200 100% $29,200 S026-01025M / S026-01024M_A -2021 -1117 Gravity Sewer - 300Dia - 41.308 m 2021 $17,600 100% $17,600 S026-01026M / S026-01375M_A -2021 -1294 Gravity Sewer - 225 Dia - 13.64 m 2021 $7,000 100% $7,000 S026-01027M / S026-01026M_A -2021 -1182 Gravity Sewer - 225 Dia - 46.218 m 2021 $14,700 100% $14,700 S026-01028M / S026-01027M_A -2021 -1179 Gravity Sewer - 225 Dia - 43.388 m 2021 $13,800 100% $13,800 S026-01029M / S026-01028M_A -2021 -1176 Gravity Sewer - 225 Dia - 67.355 m 2021 $18,000 100% $18,000 S026-01030M / S026-01029M_A -2021 -1166 Gravity Sewer - 225 Dia - 56.022 m 2021 $15,000 100% $15,000 S026-01031M / S026-01030M_A -2021 -1147 Gravity Sewer - 225 Dia - 64.321 m 2021 $20,400 100% $20,400 S026-01032M / S026-01031M_A -2021 -1118 Gravity Sewer - 225 Dia - 77.313 m 2021 $23,500 100% $23,500 S026-01033M / S026-01032M_A -2056 -1069 Gravity Sewer - 225 Dia - 74.904 m 2056 $22,800 100% $22,800 S026-01034M / S026-01033M_A -2056 -909 Gravity Sewer - 225 Dia - 42.569 m 2056 $21,900 100% $21,900 S026-01035M / S026-01034M_A -2056 -1070 Gravity Sewer - 375 Dia - 28.635 m 2056 $19,600 100% $19,600 S026-01036M / S026-01088M_A -2056 -1119 Gravity Sewer - 300Dia - 49.256 m 2056 $26,800 100% $26,800 S026-01037M / S026-01036M_A -2056 -1071 Gravity Sewer - 300Dia - 69.623 m 2056 $37,900 100% $37,900

S026-01088M / S026-01035M_A -2056 -910 Gravity Sewer - 225 Dia - 24.1 m 2056 $9,900 100% $9,900 S026-01375M / S026-01025M_A -2021 -1072 Gravity Sewer - 300Dia - 63.943 m 2021 $27,200 100% $27,200 S027-00106M / S027-00108M_A -2006 -1073 Gravity Sewer - 300Dia - 114.457 m 2006 $71,400 53% $37,800

S027-00108M / S027-00109M_A -2006 -1074 Gravity Sewer - 225 Dia - 99.427 m 2006 $47,600 45% $21,400 S027-00109M / S027-00114M_A -2006 -1120 Gravity Sewer - 225 Dia - 86.639 m 2006 $41,400 88% $36,500

190 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S027-00114M / S027-00115M_A -2006 -1148 Gravity Sewer - 225 Dia - 87.958 m 2006 $42,100 55% $23,100 S027-00115M / S027-00116M_A -2006 -1075 Gravity Sewer - 525 Dia - 85.801 m 2006 $93,900 52% $48,800 S027-00116M / S027-00121M_A -2006 -1121 Gravity Sewer - 525 Dia - 130.338 m 2006 $134,300 70% $94,000 S027-00117M / S027-00110M_A -2056 -1076 Gravity Sewer - 150 Dia - 61.501 m 2056 $21,600 100% $21,600 S027-00121M / S027-00122M_A -2006 -1149 Gravity Sewer - 525 Dia - 102.916 m 2006 $106,000 92% $97,600 S027-SS44_Old / S027-SS44_New -2006 -1002 Gravity Sewer - 750 Dia - 5.537 m 2006 $7,800 5% $400 S028-00103M / S028-00145M_A -2006 -1122 Gravity Sewer - 300Dia - 51.851 m 2006 $22,600 100% $22,600 S028-00104M / S028-00103M_A -2006 -1077 Gravity Sewer - 300Dia - 64.031 m 2006 $27,900 100% $27,900 S028-00105M / S028-00104M_A -2006 -1167 Gravity Sewer - 300Dia - 87.601 m 2006 $30,900 100% $30,900 S028-00106M / S028-00105M_A -2006 -1150 Gravity Sewer - 300Dia - 72.758 m 2006 $26,800 100% $26,800 S028-00107M / S028-00106M_A -2006 -1123 Gravity Sewer - 300Dia - 91.818 m 2006 $33,900 100% $33,900 S028-00108M / S028-00107M_A -2006 -1078 Gravity Sewer - 300Dia - 89.23 m 2006 $32,900 83% $27,300 S028-00138M / S028-SP10_A -2006 -2179 Gravity Sewer - 300Dia - 6.732 m 2006 $2,900 100% $2,900 S028-00139M / S028-00138M_A -2006 -2180 Gravity Sewer - 300Dia - 21.019 m 2006 $9,200 100% $9,200 S028-00145M / S028-00139M_A -2006 -1151 Gravity Sewer - 300Dia - 69.435 m 2006 $30,300 100% $30,300 S029-00010M / S029-00021M_A -2021 -1079 Gravity Sewer - 300Dia - 63.62 m 2021 $22,400 93% $20,900

S029-00011M / S029-00010M_A -2021 -1080 Gravity Sewer - 300Dia - 41.644 m 2021 $14,700 100% $14,700 S029-00012M / S029-00011M_A -2021 -1081 Gravity Sewer - 225 Dia - 19.547 m 2021 $5,100 100% $5,100 S029-00013M / S029-00012M_A -2021 -1082 Gravity Sewer - 300Dia - 86.634 m 2021 $30,600 100% $30,600

S029-00014M / S029-00013M_A -2021 -1083 Gravity Sewer - 225 Dia - 77.54 m 2021 $20,400 100% $20,400 S029-00015M / S029-00014M_A -2021 -1084 Gravity Sewer - 225 Dia - 64.447 m 2021 $17,000 100% $17,000 S029-00021M / S029-00022M_A -2021 -1085 Gravity Sewer - 450 Dia - 3.237 m 2021 $2,300 50% $1,200 S029-00022M / S029-SP26_A -2021 -1086 Gravity Sewer - 450 Dia - 6.187 m 2021 $4,500 52% $2,300

S029-00023M / S029-00024M_A -2021 -1087 Gravity Sewer - 450 Dia - 79.721 m 2021 $54,500 100% $54,500 S029-00024M / S029-00025M_A -2021 -1124 Gravity Sewer - 450 Dia - 86.807 m 2021 $59,400 100% $59,400 S029-00025M / S029-00026M_A -2021 -1088 Gravity Sewer - 450 Dia - 86.678 m 2021 $59,300 100% $59,300

S029-00026M / S029-00027M_A -2021 -1125 Gravity Sewer - 450 Dia - 71.716 m 2021 $56,500 100% $56,500 S029-00027M / S029-00028M_A -2021 -1152 Gravity Sewer - 450 Dia - 62.825 m 2021 $41,100 100% $41,100 S029-00028M / S029-00029M_A -2021 -1089 Gravity Sewer - 450 Dia - 88.767 m 2021 $50,400 100% $50,400 S029-00029M / S029-00030M_A -2021 -1090 Gravity Sewer - 675 Dia - 79.261 m 2021 $79,400 100% $79,400 S029-00030M / S029-00031M_A -2021 -1126 Gravity Sewer - 675 Dia - 91.461 m 2021 $104,500 67% $70,000 S029-00031M / S029-00034M_A -2021 -1153 Gravity Sewer - 675 Dia - 31.843 m 2021 $36,400 100% $36,400 S029-00034M / S029-00339M_A -2021 -1091 Gravity Sewer - 450 Dia - 65.632 m 2021 $59,000 93% $54,800 S029-00035M / S029-00036M_A -2021 -1092 Gravity Sewer - 450 Dia - 67.418 m 2021 $46,100 75% $34,600 S029-00036M / S029-00037M_A -2021 -911 Gravity Sewer - 450 Dia - 64.27 m 2021 $44,000 79% $34,700 S029-00037M / S029-00038M_A -2021 -1093 Gravity Sewer - 450 Dia - 75.273 m 2021 $36,600 99% $36,200 S029-00038M / S029-00039M_A -2021 -1127 Gravity Sewer - 450 Dia - 83.501 m 2021 $40,600 89% $36,100 S029-00039M / S029-00040M_A -2021 -1154 Gravity Sewer - 450 Dia - 84.809 m 2021 $41,200 87% $35,900 S029-00040M / S029-00041M_A -2021 -1168 Gravity Sewer - 450 Dia - 36.977 m 2021 $25,300 93% $23,500 S029-00041M / S029-00042M_A -2021 -1094 Gravity Sewer - 450 Dia - 84.712 m 2021 $57,900 83% $48,100 S029-00042M / S029-00023M_A -2021 -1128 Gravity Sewer - 450 Dia - 82.45 m 2021 $56,400 86% $48,500 S029-00339M / S029-00352M_A -2021 -1129 Gravity Sewer - 450 Dia - 28.257 m 2021 $25,400 100% $25,400 S029-00351M / S029-SP31_A -2021 -1130 Gravity Sewer - 900Dia - 12.65 m 2021 $21,200 71% $15,000 S029-00352M / S029-00351M_A -2021 -1095 Gravity Sewer - 900Dia - 6.563 m 2021 $10,900 76% $8,300

S029-SP26 / S029-00035M -2006 -1304 Rising Main - 200Dia - 367.82 m 2006 $141,500 100% $141,500 S030-00603M / ME05SP100/A/5 -2006 -996 Gravity Sewer - 450 Dia - 38.005 m 2006 $31,200 96% $29,900 S030-00810M / S030-00610M_A -2006 -1196 Gravity Sewer - 225 Dia - 32.77 m 2006 $16,500 31% $5,100

S030-00811M / S030-00810M_A -2006 -1197 Gravity Sewer - 225 Dia - 82.56 m 2006 $31,700 100% $31,700 S030-00812M / S030-00811M_A -2006 -1198 Gravity Sewer - 225 Dia - 66.02 m 2006 $20,700 100% $20,700

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 191 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S030-00813M / S030-00812M_A -2006 -1155 Gravity Sewer - 225 Dia - 70.949 m 2006 $18,900 42% $8,000 S030-00814M / S030-00813M_A -2006 -1131 Gravity Sewer - 225 Dia - 71.373 m 2006 $19,100 56% $10,700 S030-00815M / S030-00814M_A -2006 -1096 Gravity Sewer - 225 Dia - 69.756 m 2006 $18,600 37% $6,900 S034-W52 / MWRMW39A003 -2011 -825 Rising Main - 225 Dia - 245.139 m 2011 $100,700 100% $100,700 S035-00123M / S035-00136M_A -2006 -836 Gravity Sewer - 300Dia - 75.6604 m 2006 $26,100 85% $22,200 S035-00136M / S035-00201M_A -2006 -837 Gravity Sewer - 300Dia - 73.1311 m 2006 $31,000 91% $28,200 S035-00201M / S035-00417M_A -2006 -838 Gravity Sewer - 300Dia - 39.8124 m 2006 $16,900 92% $15,500 S035-00378M / S035-00403M_A -2006 -832 Gravity Sewer - 300Dia - 78.8359 m 2006 $29,300 100% $29,300 S035-00379M / S035-00378M_A -2006 -846 Gravity Sewer - 300Dia - 39.589 m 2006 $14,700 100% $14,700 S035-00380M / S035-00379M_A -2006 -845 Gravity Sewer - 300Dia - 74.2917 m 2006 $30,300 100% $30,300 S035-00381M / S035-00380M_A -2006 -844 Gravity Sewer - 300Dia - 51.5168 m 2006 $22,400 100% $22,400 S035-00382M / S035-00381M_A -2006 -843 Gravity Sewer - 300Dia - 21.7251 m 2006 $8,600 100% $8,600 S035-00385M / S035-00382M_A -2006 -842 Gravity Sewer - 300Dia - 24.7779 m 2006 $9,800 100% $9,800 S035-00386M / S035-00385M_A -2006 -841 Gravity Sewer - 300Dia - 44.3717 m 2006 $17,600 100% $17,600 S035-00387M / S035-00386M_A -2006 -840 Gravity Sewer - 300Dia - 79.6256 m 2006 $34,600 100% $34,600 S035-00388M / S035-00387M_A -2006 -839 Gravity Sewer - 300Dia - 58.3963 m 2006 $25,400 100% $25,400

S035-00401M / S035-00406M_A -2006 -834 Gravity Sewer - 300Dia - 35.0389 m 2006 $13,300 84% $11,200 S035-00403M / S035-00401M_A -2006 -833 Gravity Sewer - 300Dia - 74.1866 m 2006 $28,200 100% $28,200 S035-00406M / S035-00123M_A -2006 -835 Gravity Sewer - 300Dia - 90.7616 m 2006 $31,300 84% $26,300

S035-00594M / S035-01550M_A -2006 -847 Gravity Sewer - 400Dia - 43.427 m 2006 $26,600 77% $20,500 S035-01870M / S035-00594M_A -2006 -848 Gravity Sewer - 400Dia - 115.669 m 2006 $70,800 62% $43,900 S035-W1 / MWF00082 -2011 -849 Gravity Sewer - 600Dia - 386.354 m 2011 $329,000 43% $141,500 S035-W2 / MWF00114 -2011 -850 Gravity Sewer - 300Dia - 61.5517 m 2011 $31,400 60% $18,800

S035-W3 / MWF00081 -2006 -851 Gravity Sewer - 225 Dia - 47.868 m 2006 $21,500 97% $20,900 S036-00122M / S036-00117M_A -2056 -859 Gravity Sewer - 300Dia - 34.689 m 2056 $16,000 100% $16,000 S036-00123M / S036-00122M_A -2056 -858 Gravity Sewer - 300Dia - 61.3639 m 2056 $28,400 100% $28,400

S036-00158M / S036-00159M_A -2056 -856 Gravity Sewer - 300Dia - 52.139 m 2056 $18,400 100% $18,400 S036-00159M / S036-00123M_A -2056 -857 Gravity Sewer - 300Dia - 66.7948 m 2056 $23,600 100% $23,600 S036-00211M / S036-00212M_A -2056 -853 Gravity Sewer - 300Dia - 61.302 m 2056 $21,600 100% $21,600 S036-00212M / S036-00218M_A -2056 -854 Gravity Sewer - 300Dia - 60.5933 m 2056 $21,400 100% $21,400 S036-00216M / S036-00211M_A -2056 -852 Gravity Sewer - 300Dia - 62.756 m 2056 $15,800 100% $15,800 S036-00217M / S036-00216M_A -2056 -860 Gravity Sewer - 300Dia - 43.768 m 2056 $11,000 100% $11,000 S036-00218M / S036-00158M_A -2056 -855 Gravity Sewer - 300Dia - 34.5609 m 2056 $12,200 100% $12,200 S036-00317M / MWF00072 -2011 -861 Gravity Sewer - 375 Dia - 262.321 m 2011 $136,700 81% $110,700 S036-W13 / S035-00727M_A -2006 -1305 Rising Main - 200Dia - 465.01 m 2006 $119,800 100% $119,800 S037-00233M / S037-00234M_A -2056 -866 Gravity Sewer - 375 Dia - 56.4053 m 2056 $32,100 100% $32,100 S037-00234M / S037-00238M_A -2056 -867 Gravity Sewer - 375 Dia - 57.1033 m 2056 $22,600 100% $22,600 S037-00238M / S037-00239M_A -2056 -868 Gravity Sewer - 375 Dia - 18.4912 m 2056 $7,300 100% $7,300 S037-00239M / S037-00257M_A -2056 -869 Gravity Sewer - 375 Dia - 38.5122 m 2056 $15,200 100% $15,200 S037-00257M / S037-00258M_A -2056 -870 Gravity Sewer - 375 Dia - 11.2135 m 2056 $4,400 100% $4,400 S037-00258M / S037-00259M_A -2056 -871 Gravity Sewer - 375 Dia - 64.8097 m 2056 $25,600 100% $25,600 S037-00259M / S037-00260M_A -2056 -872 Gravity Sewer - 375 Dia - 76.4802 m 2056 $30,200 100% $30,200 S037-00260M / S037-00261M_A -2056 -873 Gravity Sewer - 375 Dia - 59.8943 m 2056 $23,700 100% $23,700 S037-00261M / S037-00262M_A -2056 -862 Gravity Sewer - 375 Dia - 55.0374 m 2056 $21,700 100% $21,700

S037-00262M / S037-00263M_A -2056 -863 Gravity Sewer - 375 Dia - 43.2852 m 2056 $17,100 100% $17,100 S037-00263M / S037-00264M_A -2056 -864 Gravity Sewer - 375 Dia - 40.2628 m 2056 $15,900 100% $15,900 S037-00264M / S037-00265M_A -2056 -865 Gravity Sewer - 375 Dia - 24.5663 m 2056 $9,700 100% $9,700

S037-00356M / S037-00374M -2021 -875 Gravity Sewer - 375 Dia - 93.726 m 2021 $52,500 100% $52,500 S037-00374M / S037-00375M -2021 -876 Gravity Sewer - 375 Dia - 67.224 m 2021 $37,600 100% $37,600

192 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S037-00375M / S037-00376M -2021 -877 Gravity Sewer - 375 Dia - 57.413 m 2021 $32,200 100% $32,200 S037-00376M / S037-00377M -2021 -878 Gravity Sewer - 375 Dia - 84.412 m 2021 $47,300 100% $47,300 S037-00377M / S037-00380M -2021 -879 Gravity Sewer - 375 Dia - 55.023 m 2021 $36,100 100% $36,100 S037-00381M / S037-00380M -2016 -890 Gravity Sewer - 225 Dia - 62.8648 m 2016 $25,300 100% $25,300 S037-00395M / S037-00397M -2016 -887 Gravity Sewer - 225 Dia - 60.543 m 2016 $9,900 100% $9,900 S037-00397M / S037-00398M -2016 -888 Gravity Sewer - 225 Dia - 31.5003 m 2016 $5,200 100% $5,200 S037-00398M / S037-00381M -2016 -889 Gravity Sewer - 225 Dia - 91.5953 m 2016 $30,000 100% $30,000 S037-00472M / S037-00473M_A -2056 -880 Gravity Sewer - 300Dia - 31.2087 m 2056 $7,800 100% $7,800 S037-00473M / S037-00474M_A -2056 -881 Gravity Sewer - 300Dia - 93.4561 m 2056 $33,000 100% $33,000 S037-00474M / S037-00475M_A -2056 -882 Gravity Sewer - 300Dia - 69.1086 m 2056 $17,400 100% $17,400 S037-00475M / S037-00476M_A -2056 -883 Gravity Sewer - 300Dia - 35.7623 m 2056 $12,600 100% $12,600 S037-00476M / S037-00477M_A -2056 -884 Gravity Sewer - 300Dia - 50.537 m 2056 $21,500 100% $21,500 S037-00477M / S037-00478M_A -2056 -885 Gravity Sewer - 300Dia - 52.2508 m 2056 $18,400 100% $18,400 S037-00478M / S037-00479M_A -2056 -886 Gravity Sewer - 300Dia - 62.9476 m 2056 $22,200 100% $22,200 S037-A2001 / S037-A2002 -2006 -891 Gravity Sewer - 375 Dia - 73.0068 m 2006 $47,900 60% $28,700 S037-A2002 / S037-N1 -2006 -892 Gravity Sewer - 375 Dia - 16.9615 m 2006 $11,100 50% $5,600

S037-N1 / MWF00035 -2011 -874 Gravity Sewer - 675 Dia - 195.119 m 2011 $157,900 60% $94,700 S037-W11 / MWF00054 -2011 -893 Gravity Sewer - 525 Dia - 40.1576 m 2011 $30,800 94% $29,000 S108-00104M / S108-W38 -2006 -900 Gravity Sewer - 300Dia - 5.81975 m 2006 $3,500 100% $3,500

S108-00183M / S108-00184M -2006 -898 Gravity Sewer - 300Dia - 35.1998 m 2006 $15,300 100% $15,300 S108-00184M / S108-00104M -2006 -899 Gravity Sewer - 300Dia - 5.15829 m 2006 $3,100 100% $3,100 S108-00230M / S108-00232M -2006 -901 Gravity Sewer - 300Dia - 96.1216 m 2006 $38,200 100% $38,200 S108-00232M / S108-00233M -2006 -902 Gravity Sewer - 300Dia - 51.3264 m 2006 $20,400 100% $20,400

S108-00233M / S108-00234M -2006 -903 Gravity Sewer - 300Dia - 28.6868 m 2006 $11,400 100% $11,400 S108-00234M / S108-00235M -2006 -904 Gravity Sewer - 300Dia - 77.5214 m 2006 $33,700 100% $33,700 S108-00235M / S108-00236M -2006 -905 Gravity Sewer - 300Dia - 39.85 m 2006 $23,800 100% $23,800

S108-00236M / S108-00414M -2006 -906 Gravity Sewer - 300Dia - 23.5374 m 2006 $10,200 100% $10,200 S108-00237M / S108-00238M -2006 -894 Gravity Sewer - 300Dia - 19.4914 m 2006 $7,700 100% $7,700 S108-00238M / S108-00589M -2006 -895 Gravity Sewer - 300Dia - 9.98278 m 2006 $4,000 100% $4,000 S108-00414M / S108-00237M -2006 -907 Gravity Sewer - 300Dia - 74.1755 m 2006 $32,200 100% $32,200 S108-00589M / S108-00590M -2006 -896 Gravity Sewer - 300Dia - 28.1709 m 2006 $12,200 100% $12,200 S108-00590M / S108-00183M -2006 -897 Gravity Sewer - 300Dia - 6.91542 m 2006 $3,000 100% $3,000 S108-W38 / MWF00027 -2011 -908 Gravity Sewer - 600Dia - 18.015 m 2011 $21,000 97% $20,400 ME01Shaft1j_ME02Shaft2a / ME02 -2006 -921 Gravity Sewer - 1200Dia - 133 m 2008 $290,300 62% $115,200 ME02OldSS1 / ME01Shaft1j_ME0 -2006 -926 Gravity Sewer - 900Dia - 44.718 m 2008 $77,500 92% $45,600 ME02shaft2b / ME02shaft2c -2006 -928 Gravity Sewer - 1200Dia - 200.091 m 2008 $436,700 60% $167,700 ME02shaft2c / ME02shaft2d -2006 -929 Gravity Sewer - 1200Dia - 146.885 m 2008 $320,600 61% $125,200 ME02shaft2d / ME02shaft2e -2006 -930 Gravity Sewer - 1200Dia - 149.738 m 2008 $326,800 60% $125,500 ME02shaft2e / ME02shaft2f -2006 -931 Gravity Sewer - 1200Dia - 212.176 m 2008 $528,600 59% $199,600 ME02shaft2f / ME02shaft2g -2006 -932 Gravity Sewer - 1200Dia - 207.65 m 2008 $517,300 58% $192,100 ME02shaft2g / ME02shaft2h -2006 -933 Gravity Sewer - 1200Dia - 194.947 m 2008 $425,500 58% $177,700 ME02shaft2h / ME02shaft2j -2006 -934 Gravity Sewer - 1200Dia - 203.963 m 2008 $508,200 62% $226,900 ME02shaft2j / ME02shaft2k -2006 -935 Gravity Sewer - 1200Dia - 208.659 m 2008 $519,900 64% $239,500 ME02shaft2k / ME02shaft2m -2006 -936 Gravity Sewer - 1200Dia - 106.834 m 2008 $208,300 63% $94,500

ME02shaft2m / ME02shaft2n_3a -2006 -937 Gravity Sewer - 1200Dia - 199.466 m 2008 $443,600 61% $203,000 ME02shaft2n_3a / ME02shaft3b -2006 -938 Gravity Sewer - 1200Dia - 201.101 m 2008 $422,300 60% $190,100 ME02shaft3b / ME02shaft3c -2006 -939 Gravity Sewer - 1200Dia - 186.527 m 2008 $460,900 59% $206,600

ME02shaft3c / ME02shaft3d -2006 -940 Gravity Sewer - 1200Dia - 222.592 m 2008 $485,800 58% $214,200 ME02shaft3d / ME02shaft3e -2006 -941 Gravity Sewer - 1200Dia - 213.314 m 2008 $465,600 58% $205,200

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 193 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ ME02shaft3e / ME02shaft3f -2006 -942 Gravity Sewer - 1200Dia - 203.977 m 2008 $441,000 56% $187,700 ME02shaft3f / ME02shaft3g -2006 -943 Gravity Sewer - 1200Dia - 282.058 m 2008 $615,600 58% $278,500 ME02shaft3g / ME02shaft3h -2006 -944 Gravity Sewer - 1200Dia - 321.016 m 2008 $700,600 58% $317,000 ME02shaft3h / ME02shaft3j -2006 -945 Gravity Sewer - 1200Dia - 246.463 m 2008 $537,900 58% $243,400 ME02shaft3h / ME02shaft3j_A -2056 -1228 Gravity Sewer - 900Dia - 246.463 m 2056 $408,300 100% $318,500 ME02shaft3j / ME02shaft3k -2006 -946 Gravity Sewer - 1200Dia - 283.76 m 2008 $613,500 58% $277,500 ME02shaft3k / ME02shaft3m -2006 -947 Gravity Sewer - 1200Dia - 304.54 m 2008 $658,400 55% $282,400 ME02shaft3k / ME02shaft3m_A -2056 -1230 Gravity Sewer - 900Dia - 301.839 m 2056 $504,700 100% $393,700 ME02shaft3m / ME04_SP100-2006 -948 Gravity Sewer - 1200Dia - 32.562 m 2008 $70,400 57% $31,300 ME05SP100/A/1 / ME02shaft3m -2006 -959 Gravity Sewer - 900Dia - 130.52 m 2008 $218,200 47% $77,000 ME05SP100/A/2 / ME05SP100/A/1 -2006 -960 Gravity Sewer - 900Dia - 121.992 m 2008 $204,000 52% $76,400 ME05SP100/A/3 / ME05SP100/A/2 -2006 -961 Gravity Sewer - 900Dia - 161.302 m 2008 $267,200 54% $103,900 ME05SP100/A/4 / ME05SP100/A/3 -2006 -962 Gravity Sewer - 900Dia - 131.304 m 2008 $199,600 56% $80,500 ME05SP100/A/5 / ME05SP100/A/4 -2006 -963 Gravity Sewer - 900Dia - 146.79 m 2008 $223,100 49% $78,700 ME05SP100/A/6 / ME05SP100/A/5 -2006 -964 Gravity Sewer - 900Dia - 104.397 m 2008 $180,900 57% $74,200 ME05SP100/A/7 / ME05SP100/A/6 -2006 -965 Gravity Sewer - 900Dia - 165.434 m 2008 $286,700 51% $105,300

ME05SP100/A/8 / ME05SP100/A/7 -2006 -966 Gravity Sewer - 900Dia - 62.568 m 2008 $98,000 74% $23,900 Elanora Wastewater Financial Catchment ME01Shaft1j_ME02Shaft2a / ME02 -2006 -921 Gravity Sewer - 1200Dia - 133 m 2008 $290,300 62% $64,800

ME02OldSS1 / ME01Shaft1j_ME0 -2006 -926 Gravity Sewer - 900Dia - 44.718 m 2008 $77,500 92% $25,700 ME02shaft2b / ME02shaft2c -2006 -928 Gravity Sewer - 1200Dia - 200.091 m 2008 $436,700 60% $94,300 ME02shaft2c / ME02shaft2d -2006 -929 Gravity Sewer - 1200Dia - 146.885 m 2008 $320,600 61% $70,400 ME02shaft2d / ME02shaft2e -2006 -930 Gravity Sewer - 1200Dia - 149.738 m 2008 $326,800 60% $70,600

ME02shaft2e / ME02shaft2f -2006 -931 Gravity Sewer - 1200Dia - 212.176 m 2008 $528,600 59% $112,300 ME02shaft2f / ME02shaft2g -2006 -932 Gravity Sewer - 1200Dia - 207.65 m 2008 $517,300 58% $108,000 ME02shaft2g / ME02shaft2h -2006 -933 Gravity Sewer - 1200Dia - 194.947 m 2008 $425,500 58% $69,100

ME02shaft2h / ME02shaft2j -2006 -934 Gravity Sewer - 1200Dia - 203.963 m 2008 $508,200 62% $88,200 ME02shaft2j / ME02shaft2k -2006 -935 Gravity Sewer - 1200Dia - 208.659 m 2008 $519,900 64% $93,200 ME02shaft2k / ME02shaft2m -2006 -936 Gravity Sewer - 1200Dia - 106.834 m 2008 $208,300 63% $36,700 ME02shaft2m / ME02shaft2n_3a -2006 -937 Gravity Sewer - 1200Dia - 199.466 m 2008 $443,600 61% $67,700 ME02shaft2n_3a / ME02shaft3b -2006 -938 Gravity Sewer - 1200Dia - 201.101 m 2008 $422,300 60% $63,400 ME02shaft3b / ME02shaft3c -2006 -939 Gravity Sewer - 1200Dia - 186.527 m 2008 $460,900 59% $65,300 ME02shaft3c / ME02shaft3d -2006 -940 Gravity Sewer - 1200Dia - 222.592 m 2008 $485,800 58% $67,600 ME02shaft3d / ME02shaft3e -2006 -941 Gravity Sewer - 1200Dia - 213.314 m 2008 $465,600 58% $64,800 ME02shaft3e / ME02shaft3f -2006 -942 Gravity Sewer - 1200Dia - 203.977 m 2008 $441,000 56% $59,300 ME02shaft3f / ME02shaft3g -2006 -943 Gravity Sewer - 1200Dia - 282.058 m 2008 $615,600 58% $78,500 ME02shaft3g / ME02shaft3h -2006 -944 Gravity Sewer - 1200Dia - 321.016 m 2008 $700,600 58% $89,400 ME02shaft3h / ME02shaft3j -2006 -945 Gravity Sewer - 1200Dia - 246.463 m 2008 $537,900 58% $68,600 ME02shaft3h / ME02shaft3j_A -2056 -1228 Gravity Sewer - 900Dia - 246.463 m 2056 $408,300 100% $89,800 ME02shaft3j / ME02shaft3k -2006 -946 Gravity Sewer - 1200Dia - 283.76 m 2008 $613,500 58% $78,300 ME02shaft3k / ME02shaft3m -2006 -947 Gravity Sewer - 1200Dia - 304.54 m 2008 $658,400 55% $79,700 ME02shaft3k / ME02shaft3m_A -2056 -1230 Gravity Sewer - 900Dia - 301.839 m 2056 $504,700 100% $111,000 ME02shaft3m / ME04_SP100-2006 -948 Gravity Sewer - 1200Dia - 32.562 m 2008 $70,400 57% $8,800 ME05SP100/A/1 / ME02shaft3m -2006 -959 Gravity Sewer - 900Dia - 130.52 m 2008 $218,200 47% $25,700

ME05SP100/A/2 / ME05SP100/A/1 -2006 -960 Gravity Sewer - 900Dia - 121.992 m 2008 $204,000 52% $29,700 ME05SP100/A/3 / ME05SP100/A/2 -2006 -961 Gravity Sewer - 900Dia - 161.302 m 2008 $267,200 54% $40,400 ME05SP100/A/4 / ME05SP100/A/3 -2006 -962 Gravity Sewer - 900Dia - 131.304 m 2008 $199,600 56% $31,300

ME05SP100/A/5 / ME05SP100/A/4 -2006 -963 Gravity Sewer - 900Dia - 146.79 m 2008 $223,100 49% $30,600 ME05SP100/A/6 / ME05SP100/A/5 -2006 -964 Gravity Sewer - 900Dia - 104.397 m 2008 $180,900 57% $28,900

194 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ ME05SP100/A/7 / ME05SP100/A/6 -2006 -965 Gravity Sewer - 900Dia - 165.434 m 2008 $286,700 51% $40,900 ME05SP100/A/8 / ME05SP100/A/7 -2006 -966 Gravity Sewer - 900Dia - 62.568 m 2008 $98,000 74% $48,600 ELFRMB47001 / ELFRMB47002 -2011 -1241 Rising Main - 675 Dia - 4.04 m 2011 $6,700 100% $6,700 ELFRMB47002 / MES01600055N -2011 -1237 Rising Main - 675 Dia - 17.01 m 2011 $30,800 100% $30,800 ELRMC01002 / ELRMC27045A -2026 -1278 Rising Main - 225 Dia - 103 m 2026 $44,800 100% $44,800 ELRMC27054B / ELRMC27056A -2056 -1285 Rising Main - 250 Dia - 10 m 2056 $5,100 100% $5,100 ELRMC27056A / ELRMC27061A -2011 -1284 Rising Main - 450 Dia - 740 m 2011 $892,400 100% $892,400 ELRMC27060A / ELRMC27064A -2006 -1281 Rising Main - 450 Dia - 743 m 2006 $948,300 100% $948,300 ELRMC27063B / EL00370 -2006 -1282 Rising Main - 960 Dia - 300m 2006 $627,600 100% $627,600 ELRMC27064A / ELRMC27063B -2006 -1283 Rising Main - 660 Dia - 834 m 2006 $1,533,600 100% $1,533,600 ELRMC30011 / S001-C27 -2056 -1279 Rising Main - 250 Dia - 569 m 2056 $186,100 100% $186,100 ELRMSS6404 / S016-00156M -2056 -2174 Rising Main - 150 Dia - 510.111 m 2056 $179,500 100% $179,500 MES01100060N / MES01100061N -2011 -1307 Rising Main - 675 Dia - 287.6 m 2011 $544,700 100% $544,700 MES01100171N / MES01100172N -2024 -1295 Rising Main - 525 Dia - 1439 m 2024 $2,129,100 33% $702,600 MES01600054N / MES01600056N -2011 -1306 Rising Main - 675 Dia - 392 m 2011 $710,200 100% $710,200 MES01600055N / ELFRMB47003 -2011 -1240 Rising Main - 675 Dia - 4.61 m 2011 $8,400 100% $8,400

MES01700003N / MES03000004N -2021 -1239 Rising Main - 450 Dia - 190.1 m 2021 $215,900 100% $215,900 S001-00623M / S001-00626M_A -2056 -1286 Gravity Sewer - 225 Dia - 72.982 m 2056 $23,200 100% $23,200 S001-00626M / S001-00627M_A -2056 -1287 Gravity Sewer - 225 Dia - 87.127 m 2056 $51,500 100% $51,500

S001-00627M / S001-00691M_A -2056 -1288 Gravity Sewer - 225 Dia - 74.016 m 2056 $23,500 100% $23,500 S001-00691M / S001-00690M_A -2056 -1289 Gravity Sewer - 225 Dia - 16.218 m 2056 $5,200 100% $5,200 S001-01094M / S001-01097M_A -2021 -1261 Gravity Sewer - 300Dia - 33.835 m 2021 $14,400 65% $9,300 S001-01097M / S001-C31_A -2021 -1262 Gravity Sewer - 450 Dia - 1.933 m 2021 $1,100 77% $800

S004-00050M / S004-C1_A -2006 -1256 Gravity Sewer - 525 Dia - 8.435 m 2006 $7,800 100% $7,800 S004-00104M / S004-00105M_A -2006 -1257 Gravity Sewer - 525 Dia - 8.891 m 2006 $8,200 84% $6,900 S004-00105M / S004-00050M_A -2006 -1258 Gravity Sewer - 525 Dia - 3.878 m 2006 $3,600 67% $2,400

S004-00283M / S004-00362M_A -2056 -1263 Gravity Sewer - 225 Dia - 75.855 m 2056 $21,500 100% $21,500 S004-00358M / S004-00365M_A -2056 -1264 Gravity Sewer - 225 Dia - 36.312 m 2056 $11,400 100% $11,400 S004-00359M / S004-00358M_A -2056 -1265 Gravity Sewer - 225 Dia - 62.198 m 2056 $19,500 100% $19,500 S004-00360M / S004-00359M_A -2056 -1266 Gravity Sewer - 225 Dia - 36.562 m 2056 $11,500 100% $11,500 S004-00361M / S004-00360M_A -2056 -1267 Gravity Sewer - 225 Dia - 49.967 m 2056 $15,700 100% $15,700 S004-00362M / S004-01206M_A -2056 -1276 Gravity Sewer - 225 Dia - 7.63 m 2056 $2,200 100% $2,200 S004-00365M / S004-00377M_A -2056 -1268 Gravity Sewer - 225 Dia - 43.795 m 2056 $13,700 100% $13,700 S004-00377M / S004-01037M_A -2006 -1269 Gravity Sewer - 225 Dia - 40.865 m 2006 $16,200 81% $13,100 S004-00383M / S004-00424M_A -2056 -1290 Gravity Sewer - 300Dia - 23.322 m 2056 $12,300 100% $12,300 S004-00421M / S004-00426M_A -2056 -1242 Gravity Sewer - 300Dia - 19.243 m 2056 $10,200 100% $10,200 S004-00422M / S004-00421M_A -2056 -1243 Gravity Sewer - 300Dia - 46.878 m 2056 $24,700 100% $24,700 S004-00423M / S004-00422M_A -2056 -1244 Gravity Sewer - 300Dia - 18.137 m 2056 $9,600 100% $9,600 S004-00424M / S004-00423M_A -2056 -1245 Gravity Sewer - 300Dia - 23.915 m 2056 $12,600 100% $12,600 S004-00425M / S004-00431M_A -2056 -1246 Gravity Sewer - 300Dia - 46.367 m 2056 $24,500 100% $24,500 S004-00426M / S004-00425M_A -2056 -1247 Gravity Sewer - 300Dia - 68.446 m 2056 $36,100 100% $36,100 S004-00430M / S004-00440M_A -2006 -1248 Gravity Sewer - 300Dia - 29.442 m 2006 $15,500 100% $15,500 S004-00431M / S004-00430M_A -2056 -1249 Gravity Sewer - 300Dia - 24.833 m 2056 $13,100 100% $13,100 S004-00438M / S004-00443M_A -2006 -1250 Gravity Sewer - 300Dia - 36.687 m 2006 $24,000 100% $24,000

S004-00439M / S004-00438M_A -2006 -1251 Gravity Sewer - 300Dia - 22.687 m 2006 $14,900 100% $14,900 S004-00440M / S004-00439M_A -2006 -1252 Gravity Sewer - 300Dia - 45.755 m 2006 $24,100 100% $24,100 S004-00442M / S004-00444M_A -2006 -1253 Gravity Sewer - 300Dia - 53.96 m 2006 $33,600 100% $33,600

S004-00443M / S004-00442M_A -2006 -1254 Gravity Sewer - 300Dia - 22.341 m 2006 $13,900 100% $13,900 S004-00444M / S004-C3_A -2006 -1255 Gravity Sewer - 375 Dia - 23.023 m 2006 $15,100 90% $13,600

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 195 of 256

Total Cost % IC Cost Item Identification Description Year 2004$ IC 2004$ S004-00591M / S004-00592M_A -2056 -1270 Gravity Sewer - 225 Dia - 74.157 m 2056 $23,200 100% $23,200 S004-00592M / S004-00283M_A -2056 -1271 Gravity Sewer - 225 Dia - 69.953 m 2056 $16,900 100% $16,900 S004-00629M / S004-00591M_A -2056 -1272 Gravity Sewer - 225 Dia - 23.294 m 2056 $4,400 100% $4,400 S004-01037M / S004-01039M_A -2006 -1273 Gravity Sewer - 225 Dia - 64.465 m 2006 $20,200 93% $18,800 S004-01038M / S004-00383M_A -2056 -1274 Gravity Sewer - 300Dia - 3.906 m 2056 $2,000 100% $2,000 S004-01039M / S004-01038M_A -2006 -1275 Gravity Sewer - 300Dia - 69.798 m 2006 $35,600 55% $19,600 S004-01206M / S004-00361M_A -2056 -1277 Gravity Sewer - 225 Dia - 13.097 m 2056 $3,700 100% $3,700 S004-C1 / S004-00064N -2006 -1280 Rising Main - 450 Dia - 22 m 2006 $24,500 77% $18,900 S005-00001M / S005-B9_A -2006 -1310 Gravity Sewer - 450 Dia - 3.507 m 2006 $2,700 52% $1,400 S005-00511M / S005-00520M_A -2006 -1260 Gravity Sewer - 225 Dia - 39.644 m 2006 $15,200 100% $15,200 S005-00514M / S005-00516M_A -2006 -2167 Gravity Sewer - 150 Dia - 28.441 m 2006 $9,700 79% $7,700 S005-00516M / S005-00517M_A -2006 -2168 Gravity Sewer - 150 Dia - 38.784 m 2006 $13,200 71% $9,400 S005-00517M / S005-00511M_A -2006 -2169 Gravity Sewer - 150 Dia - 26.202 m 2006 $8,900 64% $5,700 S005-00520M / S005-00521M_A -2006 -1259 Gravity Sewer - 225 Dia - 5.701 m 2006 $2,200 100% $2,200 S005-00521M / S005-C24 -2006 -2166 Gravity Sewer - 225 Dia - 3.063 m 2006 $1,200 100% $1,200 S005-00554M / S005-00555M Gravity Sewer - 150 Dia - 60.463 m 2006 $14,200 100% $14,200

S005-00555M / S005-00514M_A -2006 -2170 Gravity Sewer - 150 Dia - 77.816 m 2006 $26,500 69% $18,300 S005-00595M / S005-00596M_A -2006 -2171 Gravity Sewer - 225 Dia - 57.84 m 2006 $18,100 47% $8,500 S005-00596M / S005-00554M_A -2006 -2172 Gravity Sewer - 150 Dia - 23.034 m 2006 $5,400 67% $3,600

S016-00076M / S016-00075M_A -2056 -1291 Gravity Sewer - 300Dia - 54.767 m 2056 $19,300 100% $19,300 S016-00154M / S016-00076M_A -2056 -1292 Gravity Sewer - 300Dia - 49.506 m 2056 $12,500 100% $12,500 S016-00156M / S016-00154M_A -2056 -1293 Gravity Sewer - 300Dia - 92.595 m 2056 $23,400 100% $23,400

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$

Manholes Beenleigh Wastewater Financial Catchment 6/PS06 -2006 -827 MH - 1050 2006 1050 8.2 $15,800 63% $10,000 2/BE20 -2006 -880 MH - 1050 2006 1050 3.1 $5,800 70% $4,100 1/BE43 -2006 -879 MH - 1050 2006 1050 1 $4,100 82% $3,400 S101-00734M -2006 -877 MH - 1050 2006 1050 4.6 $8,000 100% $8,000 S101-00594M -2006 -876 MH - 1050 2006 1050 2.5 $4,300 100% $4,300 S101-00817M -2006 -875 MH - 1050 2006 1050 2.6 $4,700 100% $4,700 S101-00196M -2006 -848 MH - 1050 2006 1050 1.5 $4,100 100% $4,100 S097-00037M -2006 -843 MH - 1050 2006 1050 4.8 $4,300 100% $4,300 1/3PS06 -2006 -834 MH - 1050 2006 1050 5.2 $5,500 100% $5,500 2/1PS06 -2006 -833 MH - 1100 2006 1100 3.6 $6,400 74% $4,800 1/1PS06 -2006 -832 MH - 1100 2006 1100 3.6 $6,400 60% $3,900 3/PS06 -2006 -830 MH - 1050 2006 1050 3.2 $7,500 74% $5,500 WA02014 -2011 -917 MH - 1050 2011 1050 1.9 $2,400 58% $1,400 5/PS06 -2006 -828 MH - 1050 2006 1050 2.3 $4,400 58% $2,600 3/BE20-1 -2006 -883 MH - 1050 2006 1050 3.4 $5,800 60% $3,500

7/PS06 -2006 -826 MH - 1050 2006 1050 8.5 $15,800 63% $10,000 8/PS06 -2006 -825 MH - 1050 2006 1050 8.6 $15,400 63% $9,700 S097-00529M -2006 -823 MH - 1050 2006 1050 4.1 $4,100 100% $4,100 1/2 -2006 -822 MH - 1050 2006 1050 3.5 $3,400 67% $2,300 S097-00050M -2006 -820 MH - 1050 2006 1050 1.8 $3,200 100% $3,200 S097-00045M -2006 -819 MH - 1050 2006 1050 1.5 $3,200 100% $3,200

196 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S097-00044M -2006 -818 MH - 1050 2006 1050 1.8 $3,200 100% $3,200 S097-00043M -2006 -817 MH - 1050 2006 1050 2.4 $3,600 100% $3,600 S097-00042M -2006 -816 MH - 1050 2006 1050 2.3 $3,600 100% $3,600 S097-00041M -2006 -815 MH - 1050 2006 1050 2.4 $3,600 100% $3,600 S097-00040M -2006 -814 MH - 1050 2006 1050 3.4 $4,500 100% $4,500 S097-00039M -2006 -813 MH - 1050 2006 1050 2.4 $2,600 100% $2,600 4/PS06 -2006 -829 MH - 1050 2006 1050 2.9 $3,700 86% $3,200 10/BE20 -2006 -898 MH - 1050 2006 1050 2.7 $4,500 65% $3,000 WA02013 -2011 -916 MH - 1050 2011 1050 2.5 $2,600 58% $1,500 WA02012 -2011 -915 MH - 1050 2011 1050 2.3 $2,600 58% $1,500 WA02009 -2011 -914 MH - 1050 2011 1050 3 $4,500 58% $2,600 WA02001 -2011 -913 MH - 1050 2011 1050 4.6 $5,500 60% $3,300 WA02002 -2011 -912 MH - 1050 2011 1050 2 $2,600 60% $1,600 WA02008 -2011 -911 MH - 1050 2011 1050 1.7 $3,200 58% $1,800 WA02007 -2011 -910 MH - 1050 2011 1050 1.4 $3,200 59% $1,900 WA02005 -2011 -909 MH - 1050 2011 1050 1.2 $2,400 59% $1,400

WA02006 -2011 -908 MH - 1050 2011 1050 1.8 $3,200 59% $1,900 WA02004 -2011 -907 MH - 1050 2011 1050 1.6 $2,400 64% $1,500 WA02003 -2011 -906 MH - 1050 2011 1050 1.6 $2,400 61% $1,400

WA02019 -2011 -905 MH - 1050 2011 1050 8.1 $15,400 74% $11,400 1/BE20 -2006 -881 MH - 1050 2006 1050 2 $4,300 67% $2,900 S101-00787M -2006 -900 MH - 1050 2006 1050 1.8 $3,800 100% $3,800 2/BE20-1 -2006 -882 MH - 1050 2006 1050 4.6 $7,800 56% $4,400

6/BE20 -2006 -894 MH - 1050 2006 1050 1.6 $4,100 55% $2,300 5/BE20 -2006 -893 MH - 1050 2006 1050 1.3 $4,100 65% $2,700 4/BE20 -2006 -892 MH - 1050 2006 1050 1.5 $4,400 68% $3,000

3/BE20 -2006 -891 MH - 1050 2006 1050 2.7 $4,700 70% $3,300 10/BE20-1 -2006 -890 MH - 1050 2006 1050 2.8 $4,300 60% $2,600 9/BE20-1 -2006 -889 MH - 1050 2006 1050 1.8 $4,000 61% $2,400 8/BE20-1 -2006 -888 MH - 1050 2006 1050 2.5 $4,300 59% $2,500 7/BE20-1 -2006 -887 MH - 1050 2006 1050 4.2 $7,000 61% $4,300 6/BE20-1 -2006 -886 MH - 1050 2006 1050 4.6 $7,800 61% $4,700 5/BE20-1 -2006 -885 MH - 1050 2006 1050 2.6 $4,300 61% $2,600 4/BE20-1 -2006 -884 MH - 1050 2006 1050 3.2 $5,400 61% $3,300 S099-00437M -2006 -804 MH - 1050 2006 1050 1.6 $4,000 100% $4,000 S106-00566M -2011 -904 MH - 1050 2011 1050 5.2 $7,000 100% $7,000 S101-00324M -2056 -1093 MH - 1050 2056 1050 3.6 $6,400 100% $6,400 S097-00038M -2006 -812 MH - 1050 2006 1050 3.8 $4,500 100% $4,500 9/WA9 -2006 -768 MH - 1950 2006 1950 5.6 $10,700 89% $9,500 10/WA9 -2006 -767 MH - 1950 2006 1950 6.5 $12,800 88% $11,200 11/WA9 -2006 -766 MH - 1950 2006 1950 4.8 $8,600 88% $7,600 12/WA9 -2006 -765 MH - 1950 2006 1950 2.2 $5,400 88% $4,700 14/WA9 -2006 -764 MH - 1950 2006 1950 2.6 $5,800 80% $4,700 13/WA9 -2006 -763 MH - 1950 2006 1950 2.3 $5,800 88% $5,100

2/WA8 -2006 -761 MH - 1050 2006 1050 2.8 $4,300 98% $4,200 1/WA21 -2006 -748 MH - 1050 2006 1050 1.4 $4,000 100% $4,000 S101-00325M -2056 -1088 MH - 1050 2056 1050 3.4 $6,400 100% $6,400

S101-00326M -2056 -1089 MH - 1050 2056 1050 2.1 $4,900 100% $4,900 S101-00327M -2056 -1090 MH - 1050 2056 1050 1.7 $4,400 100% $4,400

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 197 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ 8/WA9 -2006 -770 MH - 1950 2006 1950 6.3 $13,900 86% $11,900 S101-00321M -2056 -1092 MH - 1050 2056 1050 1.3 $4,100 100% $4,100 6/WA9 -2006 -771 MH - 1950 2006 1950 2.9 $5,400 48% $2,600 S101-00196M -2056 -1094 MH - 1050 2056 1050 1.5 $4,100 100% $4,100 S101-00197M -2056 -1095 MH - 1050 2056 1050 2.8 $4,900 100% $4,900 S101-00198M -2056 -1096 MH - 1050 2056 1050 2.1 $4,900 100% $4,900 S101-00199M -2056 -1097 MH - 1050 2056 1050 1.9 $4,400 100% $4,400 S101-00200M -2056 -1098 MH - 1050 2056 1050 1.8 $4,400 100% $4,400 S101-00322M -2056 -1099 MH - 1050 2056 1050 1.9 $4,400 100% $4,400 S101-00323M -2056 -1100 MH - 1050 2056 1050 1.9 $4,400 100% $4,400 S101-00761M -2056 -1101 MH - 1050 2056 1050 3.3 $6,400 100% $6,400 S099-00433M -2056 -1102 MH - 1050 2056 1050 1.4 $4,200 100% $4,200 S099-00434M -2056 -1103 MH - 1050 2056 1050 1.8 $4,000 100% $4,000 S101-00477M -2056 -1087 MH - 1050 2056 1050 2 $4,400 100% $4,400 S101-00319M -2056 -1086 MH - 1050 2056 1050 1.2 $4,100 100% $4,100 S101-00782M -2056 -1091 MH - 1050 2056 1050 1.4 $4,100 100% $4,100

S097-00102M -2006 -790 MH - 1050 2006 1050 2.5 $4,700 100% $4,700 1/WA8 -2006 -762 MH - 1050 2006 1050 2.5 $3,200 98% $3,100 S099-00436M -2006 -803 MH - 1050 2006 1050 3.1 $7,500 100% $7,500

S099-00434M -2006 -802 MH - 1050 2006 1050 1.8 $4,000 100% $4,000 S097-00521M -2006 -801 MH - 1050 2006 1050 1.1 $2,400 100% $2,400 S097-00108M -2006 -800 MH - 1050 2006 1050 3.2 $6,400 100% $6,400 S097-00109M -2006 -799 MH - 1050 2006 1050 1.3 $4,100 100% $4,100

S097-00110M -2006 -798 MH - 1050 2006 1050 0.7 $3,600 100% $3,600 S097-00111M -2006 -797 MH - 1050 2006 1050 1.2 $2,400 100% $2,400 S097-00112M -2006 -796 MH - 1050 2006 1050 2.3 $3,700 100% $3,700

S097-00113M -2006 -795 MH - 1050 2006 1050 1.9 $3,200 100% $3,200 S097-00106M -2006 -794 MH - 1050 2006 1050 2.9 $2,600 100% $2,600 S097-00105M -2006 -793 MH - 1050 2006 1050 2.3 $2,600 100% $2,600 7/WA9 -2006 -769 MH - 1950 2006 1950 4.8 $8,600 83% $7,100 S097-00103M -2006 -791 MH - 1050 2006 1050 2.7 $2,600 100% $2,600 S099-00117M -2006 -805 MH - 1050 2006 1050 3.8 $6,400 100% $6,400 S097-00101M -2006 -789 MH - 1050 2006 1050 1.2 $2,400 100% $2,400 S097-00100M -2006 -788 MH - 1050 2006 1050 0.9 $2,100 100% $2,100 S097-00099M -2006 -787 MH - 1050 2006 1050 1.5 $2,400 100% $2,400 3/WA8 -2006 -780 MH - 1050 2006 1050 1.5 $4,400 98% $4,300 2/WA9 -2006 -779 MH - 1950 2006 1950 4 $7,300 75% $5,400 1/WA9 -2006 -778 MH - 1950 2006 1950 4.1 $7,300 65% $4,700 3A/WA9 -2006 -777 MH - 900 2006 900 0.9 $3,600 66% $2,400 3/WA9 -2006 -776 MH - 1950 2006 1950 4.9 $7,500 53% $4,000 4/WA9 -2006 -775 MH - 1950 2006 1950 6.5 $11,200 72% $8,000 5A/WA9 -2006 -774 MH - 900 2006 900 0.9 $3,600 64% $2,300 5/WA9 -2006 -773 MH - 1950 2006 1950 6.2 $12,800 50% $6,400 6A/WA9 -2006 -772 MH - 900 2006 900 0.9 $3,400 62% $2,100

S097-00104M -2006 -792 MH - 1050 2006 1050 2.5 $2,600 100% $2,600 SC01005 -2016 -1009 MH - 1050 2016 1050 4.5 $7,800 38% $3,000 BE05555 -2011 -988 MH - 1050 2011 1050 1.3 $4,000 68% $2,700

WA10007 -2016 -1026 MH - 1050 2016 1050 2.4 $4,500 89% $4,000 WA10001 -2016 -1022 MH - 1050 2016 1050 3.3 $3,400 60% $2,000

198 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ 14A/WA9 -2016 -1021 MH - 1050 2016 1050 4.2 $9,000 84% $7,600 S103-WA10 -2016 -1020 MH - 1050 2016 1050 3.5 $5,800 62% $3,600 S103-00923M -2016 -1018 MH - 1050 2016 1050 4.2 $9,000 100% $9,000 SC01013 -2016 -1017 MH - 1050 2016 1050 2.5 $3,600 48% $1,700 SC01012 -2016 -1016 MH - 1050 2016 1050 5 $10,200 41% $4,200 SC01011 -2016 -1015 MH - 1050 2016 1050 5.5 $10,200 44% $4,500 SC01010 -2016 -1014 MH - 1050 2016 1050 5.7 $10,200 43% $4,400 SC01009 -2016 -1013 MH - 1050 2016 1050 5.1 $10,200 41% $4,200 SC01008 -2016 -1012 MH - 1050 2016 1050 4.6 $8,000 39% $3,100 WA10005 -2016 -1029 MH - 1050 2016 1050 1 $4,200 59% $2,500 SC01006 -2016 -1010 MH - 1050 2016 1050 4.5 $8,000 51% $4,100 WA10006 -2016 -1030 MH - 1050 2016 1050 4 $9,000 90% $8,100 WA02001 -2016 -1008 MH - 1050 2016 1050 4.6 $5,500 60% $3,300 SC01002 -2016 -1007 MH - 1050 2016 1050 4.7 $5,500 39% $2,100 SC01001 -2016 -1006 MH - 1050 2016 1050 4.8 $5,500 41% $2,200 PS3012 -2016 -1005 MH - 1050 2016 1050 3.2 $4,500 69% $3,100

SC01003 -2016 -1004 MH - 1050 2016 1050 4.7 $5,500 17% $900 SC01004 -2016 -1003 MH - 1050 2016 1050 4.6 $8,000 17% $1,400 PS3011 -2016 -1002 MH - 1050 2016 1050 2.7 $3,600 62% $2,200

S106-00067M -2016 -995 MH - 1050 2016 1050 4.6 $5,500 100% $5,500 BEFPS8003 -2011 -993 MH - 1050 2011 1050 0.9 $3,700 58% $2,200 PS8002 -2011 -992 MH - 1050 2011 1050 0.9 $3,600 77% $2,800 PS8001 -2011 -991 MH - 1050 2011 1050 0.9 $3,700 68% $2,500

BE05557 -2011 -989 MH - 1050 2011 1050 3.3 $6,400 67% $4,300 SC01007 -2016 -1011 MH - 1050 2016 1050 4.5 $7,800 46% $3,600 BE04002 -2016 -1048 MH - 1050 2016 1050 5.9 $10,700 71% $7,600

S103-00035M -2006 -760 MH - 1050 2006 1050 1.1 $4,100 100% $4,100 WA02015 -2011 -918 MH - 1050 2011 1050 3.1 $3,400 60% $2,000 S101-00320M -2056 -1085 MH - 1050 2056 1050 1.4 $4,100 100% $4,100 S101-00734M -2056 -1084 MH - 1050 2056 1050 4.6 $8,000 100% $8,000 S099-00304M -2056 -1077 MH - 1050 2056 1050 1.6 $4,100 100% $4,100 5/PS06 -2016 -1063 MH - 1050 2016 1050 4.4 $7,000 58% $4,100 S097-00424M -2016 -1062 MH - 1050 2016 1050 1.1 $4,100 100% $4,100 S097-00421M -2016 -1061 MH - 1050 2016 1050 1.6 $4,400 100% $4,400 S097-00422M -2016 -1060 MH - 1050 2016 1050 1.3 $4,100 100% $4,100 S097-00423M -2016 -1059 MH - 1050 2016 1050 2.3 $4,900 100% $4,900 S097-00425M -2016 -1058 MH - 1050 2016 1050 4 $7,800 100% $7,800 S097-00317M -2016 -1056 MH - 1050 2016 1050 3.4 $6,400 100% $6,400 WA10002 -2016 -1028 MH - 1050 2016 1050 2.5 $2,600 85% $2,200 BE04006 -2016 -1049 MH - 1050 2016 1050 5.3 $10,700 73% $7,800 S097-00318M -2016 -1055 MH - 1050 2016 1050 1.5 $4,100 100% $4,100 BE04001 -2016 -1047 MH - 1050 2016 1050 4.7 $8,400 73% $6,200 BE04008 -2016 -1046 MH - 1050 2016 1050 7.6 $14,800 73% $10,800 BE04003 -2016 -1045 MH - 1050 2016 1050 5.6 $10,200 72% $7,300

BE04004 -2016 -1044 MH - 1050 2016 1050 5.5 $10,200 75% $7,600 BE04007 -2016 -1043 MH - 1050 2016 1050 7.4 $14,800 73% $10,800 S099-00433M -2016 -1042 MH - 1050 2016 1050 1.4 $4,200 100% $4,200

S099-00400M -2016 -1041 MH - 1050 2016 1050 4.3 $9,000 100% $9,000 14/WA9 -2016 -1040 MH - 1950 2016 1950 2.6 $5,800 80% $4,700

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 199 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ WA10013 -2016 -1039 MH - 1050 2016 1050 1 $4,200 100% $4,200 WA10012 -2016 -1037 MH - 1050 2016 1050 1 $4,200 100% $4,200 WA10004 -2016 -1034 MH - 1050 2016 1050 0.9 $3,500 88% $3,100 WA10003 -2016 -1033 MH - 1050 2016 1050 1 $2,400 76% $1,800 S097-00108M -2016 -1054 MH - 1050 2016 1050 3.2 $6,400 100% $6,400 S106-00126M -2006 -739 MH - 1050 2006 1050 1.7 $3,200 100% $3,200 WA15001 -2011 -956 MH - 1050 2011 1050 1.8 $4,100 70% $2,900 WA09006 -2011 -955 MH - 1050 2011 1050 3.7 $5,400 40% $2,200 WA15004 -2011 -954 MH - 1050 2011 1050 3.9 $5,800 42% $2,400 WA15006 -2011 -953 MH - 1050 2011 1050 2.4 $4,700 52% $2,400 WA150002 -2011 -952 MH - 1050 2011 1050 1.7 $4,100 67% $2,800 6/WA9 -2011 -951 MH - 1950 2011 1950 2.9 $5,400 48% $2,600 S103-00368M -2011 -950 MH - 1050 2011 1050 1.5 $4,200 100% $4,200 S102-BE13 -2011 -948 MH - 1050 2011 1050 4.2 $9,000 100% $9,000 BE01230 -2011 -947 MH - 1050 2011 1050 2 $4,500 99% $4,500 2/WA21 -2006 -747 MH - 1050 2006 1050 4.7 $7,800 90% $7,000

3/WA21 -2006 -745 MH - 1050 2006 1050 4.3 $7,000 75% $5,300 4/WA21 -2006 -744 MH - 1750 2006 1750 8 $16,500 63% $10,400 WA15005 -2011 -957 MH - 1050 2011 1050 2.8 $4,700 45% $2,100

S106-00127M -2006 -740 MH - 1050 2006 1050 1.3 $3,200 100% $3,200 WA12004 -2011 -938 MH - 1050 2011 1050 2.7 $4,700 94% $4,400 S104-00109M -2011 -946 MH - 1050 2011 1050 2.8 $4,700 100% $4,700 WA12006 -2011 -945 MH - 1050 2011 1050 3 $5,900 97% $5,700

WA19004 -2011 -943 MH - 1050 2011 1050 1 $4,100 94% $3,900 WA12005 -2011 -935 MH - 1050 2011 1050 2.3 $2,600 95% $2,500 WA12003 -2011 -927 MH - 1050 2011 1050 1.8 $3,200 96% $3,100

BEPS3001 -2011 -923 MH - 1050 2011 1050 4 $7,800 79% $6,100 BE05554 -2011 -987 MH - 1050 2011 1050 1.7 $4,000 68% $2,800 S097-00316M -2016 -1057 MH - 1050 2016 1050 1.5 $4,100 100% $4,100 BEPS3002 -2011 -922 MH - 1050 2011 1050 4 $7,800 77% $6,000 WA02018 -2011 -921 MH - 1050 2011 1050 5.7 $5,500 61% $3,400 WA02017 -2011 -920 MH - 1050 2011 1050 4.3 $4,100 59% $2,400 WA02016 -2011 -919 MH - 1050 2011 1050 3.3 $3,400 59% $2,000 S106-00128M -2006 -741 MH - 1050 2006 1050 1.9 $4,400 100% $4,400 BE05556 -2011 -985 MH - 1050 2011 1050 1.9 $4,400 67% $2,900 BE05528 -2011 -973 MH - 1050 2011 1050 7.4 $7,600 62% $4,700 BE05525 -2011 -974 MH - 1050 2011 1050 3.5 $5,800 62% $3,600 BE05527 -2011 -975 MH - 1050 2011 1050 9.6 $9,900 58% $5,700 WA15003 -2011 -976 MH - 1050 2011 1050 3.2 $5,800 41% $2,400 S099-00374M -2011 -978 MH - 1050 2011 1050 2.8 $4,500 100% $4,500 906 -2011 -972 MH - 1050 2011 1050 3.4 $5,600 80% $4,500 BE05558 -2011 -986 MH - 1050 2011 1050 1.5 $4,100 69% $2,900 S099-00304M -2011 -977 MH - 1050 2011 1050 1.6 $4,100 100% $4,100 WA15003 -2011 -958 MH - 1050 2011 1050 3.5 $5,800 41% $2,400

WA12002 -2011 -930 MH - 1050 2011 1050 1.2 $3,200 95% $3,000 BE05551 -2011 -984 MH - 1050 2011 1050 1.1 $4,100 73% $3,000 S099-00437M -2011 -982 MH - 1050 2011 1050 1.6 $4,000 100% $4,000

S099-00407M -2011 -980 MH - 1050 2011 1050 1.3 $4,200 100% $4,200 S099-00408M -2011 -981 MH - 1050 2011 1050 1 $4,200 100% $4,200

200 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S099-00400M -2011 -979 MH - 1050 2011 1050 4.3 $9,000 100% $9,000 BE05532 -2011 -961 MH - 1050 2011 1050 3.7 $5,600 78% $4,400 902 -2011 -963 MH - 1050 2011 1050 3 $5,800 38% $2,200 904 -2011 -971 MH - 1050 2011 1050 3.3 $5,600 77% $4,300 BE05802 -2011 -965 MH - 1050 2011 1050 6.7 $6,700 67% $4,500 903 -2011 -962 MH - 1050 2011 1050 4 $9,000 58% $5,200 BE05526 -2011 -964 MH - 1050 2011 1050 7.5 $11,900 60% $7,200 901 -2011 -966 MH - 1050 2011 1050 6.2 $13,000 63% $8,200 BE05531 -2011 -960 MH - 1050 2011 1050 3.2 $5,800 78% $4,500 BE05530 -2011 -967 MH - 1050 2011 1050 3 $5,800 78% $4,500 BE05529 -2011 -968 MH - 1050 2011 1050 9.2 $9,900 61% $6,000 BE05524 -2011 -969 MH - 1050 2011 1050 4.1 $5,800 69% $4,000 BE01215 -2011 -959 MH - 1050 2011 1050 2.5 $4,700 48% $2,200 905 -2011 -970 MH - 1050 2011 1050 2.9 $4,500 78% $3,500 Stapylton Wastewater Financial Catchment STF-130 -2009 -1456 MH - 1050 2009 1050 2.5 $4,700 99% $4,600

S094-00356M -2008 -1464 MH - 1050 2008 1050 4 $7,800 100% $7,800 S094-00355M -2008 -1463 MH - 1050 2008 1050 4.3 $7,000 96% $6,700 9S3 -2007 -1423 MH - 1050 2007 1050 5.3 $5,500 93% $5,100

S094-00354M -2008 -1462 MH - 1050 2008 1050 3.3 $5,800 100% $5,800 S094-00594M -2007 -1461 MH - 1050 2007 1050 3.9 $3,400 100% $3,400 STF-134 -2009 -1460 MH - 1050 2009 1050 2.5 $4,700 98% $4,600 STF-133 -2009 -1459 MH - 1050 2009 1050 1.5 $2,400 98% $2,400

STF-127 -2009 -1453 MH - 1050 2009 1050 2.8 $2,600 99% $2,600 STF-131 -2009 -1457 MH - 1050 2009 1050 3 $5,900 98% $5,800 STF-045a -2009 -1452 MH - 1050 2009 1050 1.6 $3,200 98% $3,100

STF-129 -2009 -1455 MH - 1050 2009 1050 3.5 $5,800 98% $5,700 STF-128 -2009 -1454 MH - 1050 2009 1050 4 $7,000 98% $6,900 S094-00357M -2008 -1465 MH - 1050 2008 1050 2.9 $4,500 100% $4,500 10S3 -2007 -1424 MH - 1050 2007 1050 5.7 $7,400 93% $6,900 S094-00600M -2007 -1479 MH - 1050 2007 1050 2.2 $4,700 100% $4,700 STF-045 -2009 -1443 MH - 1050 2009 1050 2.2 $4,900 98% $4,800 STF-046 -2007 -1444 MH - 1050 2007 1050 2.1 $4,900 98% $4,800 STF-047 -2007 -1445 MH - 1050 2007 1050 6.4 $12,300 100% $12,300 STF-048 -2007 -1446 MH - 1050 2007 1050 5.8 $10,200 100% $10,200 STF-132 -2009 -1458 MH - 1050 2009 1050 3 $5,900 99% $5,800 STF-055 -2012 -1490 MH - 1050 2012 1050 1.7 $4,100 61% $2,500 8S3 -2007 -1422 MH - 1050 2007 1050 4.4 $4,100 94% $3,900 STF-060 -2012 -1495 MH - 1050 2012 1050 1.1 $4,000 88% $3,500 STF-059 -2012 -1494 MH - 1050 2012 1050 1.5 $4,000 89% $3,500 STFDA06-06 -2006 -1366 MH - 1050 2006 1050 1 $4,100 75% $3,100 STFDA06-05 -2006 -1365 MH - 1050 2006 1050 1.2 $4,200 81% $3,400 STF-058 -2012 -1493 MH - 1050 2012 1050 2.6 $4,700 82% $3,800 STF-057 -2012 -1492 MH - 1050 2012 1050 1.4 $4,200 74% $3,100

STF-061 -2012 -1496 MH - 1050 2012 1050 1.3 $4,000 86% $3,400 S094-00598M -2007 -1477 MH - 1050 2007 1050 2.5 $4,700 100% $4,700 STF-056 -2012 -1491 MH - 1050 2012 1050 1.4 $4,000 66% $2,600

S094-00419M -2008 -1466 MH - 1050 2008 1050 2.1 $4,500 100% $4,500 18S1 -2007 -1482 MH - 1050 2007 1050 2.4 $2,600 79% $2,100

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 201 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S094-00602M -2007 -1481 MH - 1050 2007 1050 1.5 $4,400 100% $4,400 S094-00601M -2007 -1480 MH - 1050 2007 1050 1.5 $4,100 100% $4,100 S094-00599M -2007 -1478 MH - 1050 2007 1050 1.4 $4,000 100% $4,000 S094-00597M -2007 -1476 MH - 1050 2007 1050 1.5 $2,400 100% $2,400 S094-00596M -2007 -1475 MH - 1050 2007 1050 2 $2,600 100% $2,600 S094-00595M -2007 -1474 MH - 1050 2007 1050 2.3 $2,600 100% $2,600 S094-00170M -2008 -1468 MH - 1050 2008 1050 2.9 $4,500 100% $4,500 S094-00169M -2007 -1467 MH - 1050 2008 1050 4.3 $4,100 27% $1,100 STF-062 -2012 -1497 MH - 1050 2012 1050 1 $2,400 84% $2,000 STFDA06-04 -2006 -1364 MH - 1050 2006 1050 1.9 $3,300 62% $2,100 STFDA06-03 -2006 -1363 MH - 1050 2006 1050 1.9 $4,000 57% $2,300 18S1 -2007 -1397 MH - 1050 2007 1050 2.4 $2,600 79% $2,100 19S1 -2007 -1396 MH - 1050 2007 1050 1.2 $2,400 81% $2,000 20S1 -2007 -1395 MH - 1050 2007 1050 1.1 $2,400 83% $2,000 21S1 -2007 -1394 MH - 1050 2007 1050 1.2 $2,400 80% $1,900 STFDA01-04 -2006 -1371 MH - 1500 2006 1500 3 $6,600 100% $6,600

STFDA01-02 -2006 -1370 MH - 1200 2006 1200 2.1 $5,600 100% $5,600 STFDA01-03 -2006 -1369 MH - 1200 2006 1200 2.3 $5,600 100% $5,600 16S1 -2007 -1399 MH - 1050 2007 1050 2.7 $2,600 83% $2,200

STFDA06-07 -2006 -1367 MH - 1050 2006 1050 1.1 $4,200 44% $1,900 15S1 -2007 -1400 MH - 1050 2007 1050 3.1 $5,800 82% $4,800 STFDA06-02 -2006 -1362 MH - 1050 2006 1050 2.1 $4,500 88% $4,000 S094-00089M MH - 1050 2056 1050 2.6 $4,500 100% $4,500

S094-00096M MH - 1050 2056 1050 3.4 $4,500 100% $4,500 S094-00227M MH - 1050 2056 1050 2.7 $4,500 100% $4,500 S094-00228M MH - 1050 2056 1050 2.8 $4,500 100% $4,500

S094-00266M MH - 1050 2056 1050 2.6 $4,500 100% $4,500 S094-00577M MH - 1050 2056 1050 1.5 $4,100 100% $4,100 STF-063 -2012 -1498 MH - 1050 2012 1050 1.5 $4,000 85% $3,400 STF-127 -2056 -1584 MH - 1050 2056 1050 2.8 $2,600 100% $2,600 STFDA01-01 -2006 -1368 MH - 1200 2006 1200 2 $4,500 100% $4,500 5S1 -2007 -1410 MH - 1050 2007 1050 4.9 $1,200 83% $1,000 6S3 -2007 -1420 MH - 1050 2007 1050 4.4 $4,100 92% $3,800 5S3 -2007 -1419 MH - 1050 2007 1050 4.9 $4,300 92% $4,000 4S3 -2007 -1418 MH - 1050 2007 1050 4.7 $4,300 92% $4,000 3S3 -2007 -1417 MH - 1050 2007 1050 5.6 $5,500 92% $5,100 2S3 -2007 -1416 MH - 1050 2007 1050 5.6 $5,500 91% $5,000 1S3 -2007 -1415 MH - 1050 2007 1050 5.6 $5,500 93% $5,100 1S1 -2007 -1414 MH - 1050 2007 1050 6.1 $6,700 83% $5,500 2S1 -2007 -1413 MH - 1050 2007 1050 6.2 $6,700 83% $5,500 17S1 -2007 -1398 MH - 1050 2007 1050 2 $2,600 84% $2,200 4S1 -2007 -1411 MH - 1050 2007 1050 5.3 $5,500 83% $4,600 7S3 -2007 -1421 MH - 1050 2007 1050 4.6 $4,300 92% $4,000 6S1 -2007 -1409 MH - 1050 2007 1050 6.2 $12,000 81% $9,700

7S1 -2007 -1408 MH - 1050 2007 1050 5.4 $5,500 81% $4,500 8S1 -2007 -1407 MH - 1050 2007 1050 5.2 $9,900 82% $8,100 9S1 -2007 -1406 MH - 1050 2007 1050 5 $5,500 83% $4,600

10S1 -2007 -1405 MH - 1050 2007 1050 4.8 $4,300 82% $3,500 11S1 -2007 -1404 MH - 1050 2007 1050 4.5 $7,800 83% $6,500

202 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ 12S1 -2007 -1403 MH - 1050 2007 1050 4.4 $7,000 82% $5,800 13S1 -2007 -1402 MH - 1050 2007 1050 3 $3,400 83% $2,800 14S1 -2007 -1401 MH - 1050 2007 1050 2.5 $2,600 83% $2,200 3S1 -2007 -1412 MH - 1050 2007 1050 5.3 $5,500 83% $4,600 STF-093 -2056 -1559 MH - 1050 2056 1050 2.4 $3,700 49% $1,800 20S1 -2056 -1586 MH - 1050 2056 1050 1.1 $2,400 83% $2,000 21S1 -2056 -1585 MH - 1050 2056 1050 1.2 $2,400 80% $1,900 STF-103 -2056 -1569 MH - 1050 2056 1050 3.7 $5,800 56% $3,200 STF-101 -2056 -1567 MH - 1050 2056 1050 5 $9,900 47% $4,600 STF-100-2056 -1566 MH - 1050 2056 1050 4.8 $7,800 46% $3,600 STF-099 -2056 -1565 MH - 1050 2056 1050 4 $7,000 47% $3,300 STF-098 -2056 -1564 MH - 1050 2056 1050 3.2 $5,800 46% $2,700 STF-097 -2056 -1563 MH - 1050 2056 1050 2.8 $4,700 51% $2,400 STF-096 -2056 -1562 MH - 1050 2056 1050 2.3 $4,500 47% $2,100 STF-079 -2056 -1548 MH - 1050 2056 1050 3 $5,900 100% $5,900 STF-094 -2056 -1560 MH - 1050 2056 1050 2 $3,700 45% $1,700

17S1 -2056 -1589 MH - 1050 2056 1050 2 $2,600 84% $2,200 STF-092 -2056 -1558 MH - 1050 2056 1050 3.5 $5,800 33% $1,900 STF-091 -2056 -1557 MH - 1500 2056 1500 5.6 $11,000 2% $200

STF-087 -2056 -1556 MH - 1050 2056 1050 2.5 $2,600 100% $2,600 STF-086 -2056 -1555 MH - 1050 2056 1050 1.2 $2,400 100% $2,400 STF-085 -2056 -1554 MH - 1050 2056 1050 1.5 $4,000 100% $4,000 STF-084 -2056 -1553 MH - 1050 2056 1050 2.5 $4,700 100% $4,700

STF-083 -2056 -1552 MH - 1050 2056 1050 2 $2,600 100% $2,600 STF-082 -2056 -1551 MH - 1050 2056 1050 1.5 $4,000 100% $4,000 STF-081 -2056 -1550 MH - 1050 2056 1050 2.5 $4,700 100% $4,700

STF-102 -2056 -1568 MH - 1050 2056 1050 3.4 $5,800 50% $2,900 STF-095 -2056 -1561 MH - 1050 2056 1050 2 $4,500 49% $2,200 7S1 -2056 -1599 MH - 1050 2056 1050 5.4 $5,500 81% $4,500 STF-055 -2056 -1629 MH - 1050 2056 1050 1.7 $4,100 100% $4,100 STF-116 -2056 -1627 MH - 1050 2056 1050 3 $5,800 100% $5,800 STF-115 -2056 -1626 MH - 1050 2056 1050 2.5 $4,500 100% $4,500 STF-114 -2056 -1625 MH - 1050 2056 1050 4 $7,000 100% $7,000 STF-113 -2056 -1624 MH - 1050 2056 1050 4 $7,000 100% $7,000 STF-112 -2056 -1623 MH - 1050 2056 1050 2 $2,600 100% $2,600 1S1 -2056 -1605 MH - 1050 2056 1050 6.1 $6,700 83% $5,500 2S1 -2056 -1604 MH - 1050 2056 1050 6.2 $6,700 83% $5,500 3S1 -2056 -1603 MH - 1050 2056 1050 5.3 $5,500 83% $4,600 4S1 -2056 -1602 MH - 1050 2056 1050 5.3 $5,500 83% $4,600 19S1 -2056 -1587 MH - 1050 2056 1050 1.2 $2,400 81% $2,000 6S1 -2056 -1600 MH - 1050 2056 1050 6.2 $12,000 81% $9,700 18S1 -2056 -1588 MH - 1050 2056 1050 2.4 $2,600 79% $2,100 8S1 -2056 -1598 MH - 1050 2056 1050 5.2 $9,900 82% $8,100 9S1 -2056 -1597 MH - 1050 2056 1050 5 $5,500 83% $4,600

10S1 -2056 -1596 MH - 1050 2056 1050 4.8 $4,300 82% $3,500 11S1 -2056 -1595 MH - 1050 2056 1050 4.5 $7,800 83% $6,500 12S1 -2056 -1594 MH - 1050 2056 1050 4.4 $7,000 82% $5,800

13S1 -2056 -1593 MH - 1050 2056 1050 3 $3,400 83% $2,800 14S1 -2056 -1592 MH - 1050 2056 1050 2.5 $2,600 83% $2,200

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 203 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ 15S1 -2056 -1591 MH - 1050 2056 1050 3.1 $5,800 82% $4,800 16S1 -2056 -1590 MH - 1050 2056 1050 2.7 $2,600 83% $2,200 STF-078 -2056 -1547 MH - 1050 2056 1050 3 $5,900 100% $5,900 5S1 -2056 -1601 MH - 1050 2056 1050 4.9 $1,200 83% $1,000 STF-095 -2012 -1510 MH - 1050 2012 1050 2 $4,500 49% $2,200 S094-00588M MH - 1050 2056 1050 3.3 $5,600 100% $5,600 S094-00587M MH - 1050 2056 1050 3.5 $5,600 100% $5,600 S094-00586M MH - 1050 2056 1050 3.3 $6,400 100% $6,400 S094-00585M MH - 1050 2056 1050 5.8 $7,000 100% $7,000 S094-00584M MH - 1050 2056 1050 4.2 $7,800 100% $7,800 S094-00580M MH - 1050 2056 1050 3.1 $6,400 100% $6,400 S094-00579M MH - 1050 2056 1050 2.9 $4,900 100% $4,900 S094-00578M MH - 1050 2056 1050 3 $6,200 100% $6,200 STF-098 -2012 -1513 MH - 1050 2012 1050 3.2 $5,800 46% $2,700 STF-080 -2056 -1549 MH - 1050 2056 1050 4 $7,000 100% $7,000 STF-096 -2012 -1511 MH - 1050 2012 1050 2.3 $4,500 47% $2,100

STF-101 -2012 -1516 MH - 1050 2012 1050 5 $9,900 47% $4,600 STF-094 -2012 -1509 MH - 1050 2012 1050 2 $3,700 45% $1,700 STF-093 -2012 -1508 MH - 1050 2012 1050 2.4 $3,700 49% $1,800

STF-092 -2012 -1507 MH - 1050 2012 1050 3.5 $5,800 33% $1,900 STF-091 -2012 -1506 MH - 1050 2012 1050 5.6 $10,200 2% $200 STF-090 -2012 -1505 MH - 1050 2012 1050 4 $7,800 13% $1,000 STF-089 -2012 -1504 MH - 1050 2012 1050 2.7 $3,600 99% $3,500

STF-088 -2012 -1503 MH - 1050 2012 1050 2.2 $2,600 99% $2,600 STF-087 -2012 -1502 MH - 1050 2012 1050 2.5 $2,600 99% $2,600 STF-066 -2012 -1501 MH - 1300 2012 1300 4.5 $7,700 56% $4,300

STF-065 -2012 -1500 MH - 1050 2012 1050 3.8 $5,800 87% $5,000 STF-097 -2012 -1512 MH - 1050 2012 1050 2.8 $4,700 51% $2,400 STF-011 -2012 -1530 MH - 1050 2012 1050 2.6 $3,600 100% $3,600 STF-077 -2056 -1546 MH - 1050 2056 1050 3 $5,900 100% $5,900 STF-076 -2056 -1545 MH - 1050 2056 1050 3.7 $5,800 100% $5,800 STF-075 -2056 -1544 MH - 1050 2056 1050 3.4 $5,800 100% $5,800 STF-074 -2056 -1543 MH - 1050 2056 1050 2.5 $4,700 100% $4,700 STF-073 -2056 -1542 MH - 1050 2056 1050 3.6 $5,800 100% $5,800 STF-072 -2056 -1541 MH - 1050 2056 1050 3 $5,900 100% $5,900 STF-071 -2056 -1540 MH - 1050 2056 1050 3.8 $5,800 100% $5,800 STF-066 -2056 -1535 MH - 1300 2056 1300 4.5 $7,700 56% $4,300 STF-015 -2012 -1534 MH - 1050 2012 1050 5 $10,200 100% $10,200 STF-014 -2012 -1533 MH - 1050 2012 1050 3 $6,200 100% $6,200 STF-099 -2012 -1514 MH - 1050 2012 1050 4 $7,000 47% $3,300 STF-012 -2012 -1531 MH - 1050 2012 1050 2 $3,600 100% $3,600 STF-100-2012 -1515 MH - 1050 2012 1050 4.8 $7,800 46% $3,600 STF-010 -2012 -1529 MH - 1050 2012 1050 1.7 $3,200 100% $3,200 STF-009 -2012 -1528 MH - 1050 2012 1050 7.1 $14,100 100% $14,100

STF-008 -2016 -1527 MH - 1050 2016 1050 4.2 $7,800 100% $7,800 STF-007 -2016 -1526 MH - 1050 2016 1050 3 $5,900 100% $5,900 STF-006 -2016 -1525 MH - 1050 2016 1050 2.8 $4,700 100% $4,700

STF-005 -2016 -1524 MH - 1050 2016 1050 1.6 $4,100 100% $4,100 STF-004 -2016 -1523 MH - 1050 2016 1050 1.9 $4,100 100% $4,100

204 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ STF-103 -2012 -1518 MH - 1050 2012 1050 3.2 $5,800 56% $3,200 STF-102 -2012 -1517 MH - 1050 2012 1050 3.4 $5,800 50% $2,900 STF-064 -2012 -1499 MH - 1050 2012 1050 1.9 $4,100 86% $3,600 STF-013 -2012 -1532 MH - 1050 2012 1050 4.5 $7,800 100% $7,800 Pimpama Wastewater Financial Catchment GSPC0352M1F -2011 -1721 MH - 1100 2011 1100 5.6 $9,900 100% $9,900 GSPC0354M1F -2011 -1723 MH - 1200 2011 1200 5.1 $10,700 90% $9,600 GSPC0351M1F -2011 -1720 MH - 1100 2011 1100 4.8 $8,000 100% $8,000 GSPC0355M1F -2011 -1724 MH - 1100 2011 1100 1.3 $3,200 100% $3,200 GSPC0353M1F -2011 -1722 MH - 1100 2011 1100 3.6 $6,400 100% $6,400 GSPC0356M1F -2011 -1725 MH - 1100 2011 1100 1.5 $4,000 100% $4,000 GSPC0357M1F -2011 -1726 MH - 1100 2011 1100 3.3 $7,500 100% $7,500 GSPC0362M1F -2011 -1730 MH - 1100 2011 1100 3.6 $4,500 97% $4,400 GSPC0358M1F -2011 -1727 MH - 1100 2011 1100 3.9 $6,400 100% $6,400 GSPC0359M1F -2011 -1728 MH - 1100 2011 1100 3.3 $7,500 95% $7,100 GSPC0365M1F -2011 -1733 MH - 1100 2011 1100 5.6 $10,200 100% $10,200

GSPC0364M1F -2011 -1732 MH - 1200 2011 1200 4.3 $7,700 89% $6,900 GSPC0363M1F -2011 -1731 MH - 1200 2011 1200 4.8 $8,600 92% $7,900 GSPC0360M1F -2011 -1729 MH - 1100 2011 1100 5 $9,900 99% $9,800

GSPC0367M1F -2011 -1734 MH - 1100 2011 1100 7.3 $14,100 100% $14,100 GSPC0341M1F -2011 -1710 MH - 1100 2011 1100 4.4 $7,800 100% $7,800 GSPC0336M1F -2011 -1705 MH - 1800 2011 1800 6.9 $13,100 100% $13,100 GSPC0337M1F -2011 -1706 MH - 1100 2011 1100 5.2 $10,200 100% $10,200

GSPC0335M1F -2011 -1704 MH - 1100 2011 1100 4.4 $7,000 99% $6,900 GSPC0334M1F -2011 -1703 MH - 1100 2011 1100 5 $10,200 100% $10,200 GSPC0406M1F -2011 -1761 MH - 1200 2011 1200 4.3 $7,700 75% $5,800

GSPC0368M1F -2011 -1735 MH - 1100 2011 1100 7.3 $14,100 100% $14,100 GSPC0338M1F -2011 -1707 MH - 1200 2011 1200 4 $7,700 91% $7,000 GSPC0342M1F -2011 -1711 MH - 1100 2011 1100 2.5 $4,500 100% $4,500 GSPC0340M1F -2011 -1709 MH - 1100 2011 1100 5.1 $9,900 99% $9,800 GSPC0350M1F -2011 -1719 MH - 1200 2011 1200 4.9 $8,600 87% $7,500 GSPC0343M1F -2011 -1712 MH - 1100 2011 1100 4.3 $7,800 100% $7,800 GSPC0344M1F -2011 -1713 MH - 1100 2011 1100 2.3 $4,900 100% $4,900 GSPC0345M1F -2011 -1714 MH - 1100 2011 1100 3.6 $6,400 100% $6,400 GSPC0346M1F -2011 -1715 MH - 1200 2011 1200 5.3 $10,700 90% $9,600 GSPC0347M1F -2011 -1716 MH - 1200 2011 1200 4.5 $7,700 90% $7,000 GSPC0348M1F -2011 -1717 MH - 1100 2011 1100 2.1 $4,500 100% $4,500 GSPC0349M1F -2011 -1718 MH - 1100 2011 1100 3.6 $7,500 100% $7,500 GSPC0339M1F -2011 -1708 MH - 1100 2011 1100 4.8 $7,800 99% $7,700 GSPC0411M1F -2011 -1765 MH - 1500 2011 1500 5.3 $7,500 99% $7,400 GSPC0395M1F -2011 -1755 MH - 1200 2011 1200 3.6 $7,500 81% $6,100 GSPC0396M1F -2011 -1756 MH - 1200 2011 1200 5.7 $11,000 83% $9,100 GSPC0397M1F -2011 -1757 MH - 1200 2011 1200 5.6 $11,000 83% $9,100 GSPC0398M1F -2011 -1758 MH - 1200 2011 1200 4.2 $8,600 82% $7,000

GSPC0402M1F -2011 -1760 MH - 1100 2011 1100 7.8 $13,700 100% $13,700 GSPC0407M1F -2011 -1762 MH - 1100 2011 1100 14.8 $18,200 100% $18,200 GSPC0401M1F -2011 -1759 MH - 1200 2011 1200 3.7 $6,700 73% $4,900

GSPC0410M1F -2011 -1764 MH - 1500 2011 1500 3.4 $7,500 97% $7,200 GSPC0390M1F -2011 -1752 MH - 1100 2011 1100 1 $4,100 100% $4,100

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 205 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ GSPC0412M1F -2011 -1766 MH - 1200 2011 1200 2.7 $3,300 100% $3,300 GSPC0413M1F -2011 -1767 MH - 1500 2011 1500 3.9 $6,500 100% $6,500 GSPC0333M1F -2011 -1702 MH - 1200 2011 1200 4.7 $8,600 92% $7,900 GSPC0278M1F -2011 -1648 MH - 1200 2011 1200 4.6 $9,300 99% $9,200 GSPC0414M1F -2011 -1768 MH - 1800 2011 1800 2.8 $5,700 73% $4,100 GSPC0415M1F -2011 -1769 MH - 1500 2011 1500 2 $5,700 71% $4,000 GSPC0409M1F -2011 -1763 MH - 1100 2011 1100 1.9 $4,100 100% $4,100 GSPC0382M1F -2011 -1745 MH - 1100 2011 1100 2.3 $4,900 100% $4,900 GSPC0371M1F -2011 -1737 MH - 1100 2011 1100 2.4 $3,600 100% $3,600 GSPC0372M1F -2011 -1738 MH - 1100 2011 1100 2.7 $4,500 100% $4,500 GSPC0375M1F -2011 -1739 MH - 1100 2011 1100 1.4 $4,200 100% $4,200 GSPC0377M1F -2011 -1740 MH - 1100 2011 1100 2.1 $3,600 100% $3,600 GSPC0378M1F -2011 -1741 MH - 1100 2011 1100 1.9 $4,400 100% $4,400 GSPC0379M1F -2011 -1742 MH - 1100 2011 1100 6.1 $8,400 98% $8,300 GSPC0392M1F -2011 -1754 MH - 1100 2011 1100 4.2 $9,000 100% $9,000 GSPC0381M1F -2011 -1744 MH - 1200 2011 1200 4.1 $8,600 85% $7,300

GSPC0391M1F -2011 -1753 MH - 1100 2011 1100 2.1 $4,900 100% $4,900 GSPC0383M1F -2011 -1746 MH - 1100 2011 1100 1.6 $4,100 100% $4,100 GSPC0384M1F -2011 -1747 MH - 1200 2011 1200 5.4 $10,700 85% $9,100

GSPC0385M1F -2011 -1748 MH - 1100 2011 1100 5.7 $10,700 92% $9,900 GSPC0386M1F -2011 -1749 MH - 1100 2011 1100 1.8 $4,400 100% $4,400 GSPC0387M1F -2011 -1750 MH - 1100 2011 1100 4.1 $5,500 94% $5,200 GSPC0388M1F -2011 -1751 MH - 1100 2011 1100 8.2 $15,400 99% $15,200

GSPC0370M1F -2011 -1736 MH - 1100 2011 1100 1.9 $3,300 100% $3,300 GSPC0380M1F -2011 -1743 MH - 1100 2011 1100 8.2 $15,800 100% $15,800 GSPC0288M1F -2011 -1657 MH - 1050 2011 1050 4.7 $5,900 100% $5,900

GSPC0277M1F -2011 -1647 MH - 1200 2011 1200 3 $8,700 99% $8,600 GSPC0279M1F -2011 -1649 MH - 1200 2011 1200 3.7 $8,700 99% $8,600 GSPC0281M1F -2011 -1651 MH - 1200 2011 1200 3.8 $8,700 99% $8,600 GSPC0282M1F -2011 -1652 MH - 1200 2011 1200 4 $10,000 99% $9,900 GSPC0283M1F -2011 -1653 MH - 1200 2011 1200 4.3 $10,000 99% $9,900 GSPC0284M1F -2011 -1654 MH - 1200 2011 1200 5.6 $11,600 100% $11,600 GSPC0280M1F -2011 -1650 MH - 1200 2011 1200 3.7 $8,700 99% $8,600 GSPC0287M1F -2011 -1656 MH - 1050 2011 1050 5.3 $7,400 100% $7,400 GSPC0274M1F -2011 -1644 MH - 1050 2011 1050 3.2 $3,400 100% $3,400 GSPC0289M1F -2011 -1658 MH - 1500 2011 1500 3 $5,500 100% $5,500 GSPC0290M1F -2011 -1659 MH - 1050 2011 1050 3.6 $4,800 100% $4,800 GSPC0291M1F -2011 -1660 MH - 1050 2011 1050 6.1 $13,000 99% $12,900 GSPC0292M1F -2011 -1661 MH - 1050 2011 1050 3.8 $4,800 99% $4,700 GSPC0293M1F -2011 -1662 MH - 1050 2011 1050 2.3 $3,700 99% $3,700 GSPC0294M1F -2011 -1663 MH - 1050 2011 1050 2.2 $3,700 99% $3,700 GSPC0285M1F -2011 -1655 MH - 1200 2011 1200 4.5 $10,000 99% $9,900 GSPC0267M1F -2011 -1637 MH - 1050 2011 1050 2 $3,600 98% $3,500 GSPC0426M1F -2011 -1780 MH - 1500 2011 1500 1.6 $2,800 91% $2,500

GSPC0416M1F -2011 -1770 MH - 1500 2011 1500 2.4 $5,700 66% $3,800 GSPC0261M1F -2011 -1631 MH - 1050 2011 1050 1.2 $3,200 100% $3,200 GSPC0262M1F -2011 -1632 MH - 1050 2011 1050 1.5 $3,200 100% $3,200

GSPC0263M1F -2011 -1633 MH - 1050 2011 1050 2.1 $3,600 100% $3,600 GSPC0264M1F -2011 -1634 MH - 1050 2011 1050 2.1 $3,600 100% $3,600

206 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ GSPC0276M1F -2011 -1646 MH - 1200 2011 1200 3.7 $8,700 99% $8,600 GSPC0266M1F -2011 -1636 MH - 1050 2011 1050 2.1 $3,600 98% $3,500 GSPC0275M1F -2011 -1645 MH - 1200 2011 1200 3.4 $3,900 99% $3,900 GSPC0268M1F -2011 -1638 MH - 1050 2011 1050 2.3 $3,600 98% $3,500 GSPC0269M1F -2011 -1639 MH - 1050 2011 1050 2.3 $3,600 98% $3,500 GSPC0270M1F -2011 -1640 MH - 1050 2011 1050 2.6 $2,600 96% $2,500 GSPC0271M1F -2011 -1641 MH - 1050 2011 1050 2 $2,600 98% $2,600 GSPC0272M1F -2011 -1642 MH - 1050 2011 1050 1.7 $2,400 98% $2,300 GSPC0273M1F -2011 -1643 MH - 1050 2011 1050 3.5 $3,400 99% $3,400 GSPC0297M1F -2011 -1666 MH - 1050 2011 1050 4.3 $4,100 99% $4,100 GSPC0265M1F -2011 -1635 MH - 1050 2011 1050 1.8 $3,200 98% $3,100 GSPC0324M1F -2011 -1693 MH - 1100 2011 1100 3.4 $5,600 100% $5,600 GSPC0295M1F -2011 -1664 MH - 1050 2011 1050 3 $3,400 99% $3,400 GSPC0317M1F -2011 -1686 MH - 1500 2011 1500 6.9 $14,600 94% $13,700 GSPC0318M1F -2011 -1687 MH - 1100 2011 1100 4.9 $7,800 94% $7,300 GSPC0319M1F -2011 -1688 MH - 1100 2011 1100 3.8 $5,800 78% $4,500

GSPC0320M1F -2011 -1689 MH - 1100 2011 1100 4.1 $7,000 83% $5,800 GSPC0321M1F -2011 -1690 MH - 1100 2011 1100 1.5 $4,000 99% $3,900 GSPC0315M1F -2011 -1684 MH - 1500 2011 1500 4.4 $4,500 93% $4,200

GSPC0323M1F -2011 -1692 MH - 4000 2011 4000 4.2 $6,000 100% $6,000 GSPC0314M1F -2011 -1683 MH - 1500 2011 1500 3.8 $3,900 93% $3,700 GSPC0325M1F -2011 -1694 MH - 1100 2011 1100 3.5 $3,400 99% $3,400 GSPC0326M1F -2011 -1695 MH - 1100 2011 1100 2 $2,600 100% $2,600

GSPC0327M1F -2011 -1696 MH - 1100 2011 1100 3.3 $4,500 100% $4,500 GSPC0328M1F -2011 -1697 MH - 1200 2011 1200 3.6 $6,700 91% $6,100 GSPC0329M1F -2011 -1698 MH - 1100 2011 1100 4.1 $5,500 100% $5,500

GSPC0330M1F -2011 -1699 MH - 1100 2011 1100 4.3 $7,800 100% $7,800 GSPC0PSJM1F -2011 -1700 MH - 2800 2011 2800 6.8 $7,100 100% $7,100 GSPC0322M1F -2011 -1691 MH - 1050 2011 1050 8.1 $10,800 98% $10,600 GSPC0306M1F -2011 -1675 MH - 1500 2011 1500 6.1 $12,800 90% $11,500 GSPC0332M1F -2011 -1701 MH - 1100 2011 1100 3.2 $4,500 100% $4,500 GSPC0298M1F -2011 -1667 MH - 1500 2011 1500 4.4 $4,500 99% $4,500 GSPC0299M1F -2011 -1668 MH - 1500 2011 1500 4 $4,500 100% $4,500 GSPC0301M1F -2011 -1670 MH - 1500 2011 1500 1.5 $4,900 83% $4,100 GSPC0302M1F -2011 -1671 MH - 1500 2011 1500 2.7 $5,800 86% $5,000 GSPC0303M1F -2011 -1672 MH - 1500 2011 1500 4.7 $8,600 87% $7,500 GSPC0316M1F -2011 -1685 MH - 1500 2011 1500 6.5 $12,800 99% $12,600 GSPC0305M1F -2011 -1674 MH - 1500 2011 1500 7.1 $14,600 88% $12,900 GSPC0296M1F -2011 -1665 MH - 1050 2011 1050 5.2 $5,500 99% $5,400 GSPC0307M1F -2011 -1676 MH - 1500 2011 1500 4.9 $8,600 90% $7,700 GSPC0308M1F -2011 -1677 MH - 1500 2011 1500 2 $5,800 95% $5,500 GSPC0309M1F -2011 -1678 MH - 1500 2011 1500 1.8 $3,800 96% $3,600 GSPC0310M1F -2011 -1679 MH - 1500 2011 1500 1.6 $3,800 92% $3,500 GSPC0311M1F -2011 -1680 MH - 1500 2011 1500 1.9 $2,800 94% $2,600

GSPC0312M1F -2011 -1681 MH - 1500 2011 1500 2.5 $4,500 99% $4,400 GSPC0313M1F -2011 -1682 MH - 1500 2011 1500 3.1 $3,900 92% $3,600 GSPC0304M1F -2011 -1673 MH - 1500 2011 1500 5.5 $10,700 88% $9,400

GSPC0PSOM1F -2011 -1890 MH - 2200 2011 2200 3.5 $6,300 100% $6,300 GSPC0565M1F -2011 -1881 MH - 1800 2011 1800 5.1 $7,500 75% $5,600

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 207 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ GSPC0566M1F -2011 -1882 MH - 1800 2011 1800 4.3 $6,400 78% $5,000 GSPC0567M1F -2011 -1883 MH - 1800 2011 1800 4.5 $6,400 79% $5,000 GSPC0568M1F -2011 -1884 MH - 1800 2011 1800 5.6 $8,000 81% $6,500 GSPC0569M1F -2011 -1885 MH - 1800 2011 1800 4.8 $6,500 80% $5,200 GSPC0576M1F -2011 -1886 MH - 1500 2011 1500 2.1 $3,300 100% $3,300 GSPC0531M1F -2011 -1855 MH - 1500 2011 1500 6.8 $9,000 100% $9,000 GSPC0PSNM1F -2011 -1888 MH - 2000 2011 2000 4.8 $7,900 99% $7,800 GSPC0562M1F -2011 -1878 MH - 1500 2011 1500 2.3 $3,300 53% $1,800 GSPC0583M1F -2011 -1891 MH - 1500 2011 1500 1.9 $3,800 100% $3,800 GSPC0584M1F -2011 -1892 MH - 2000 2011 2000 2.2 $5,800 100% $5,800 GSPC0585M1F -2011 -1893 MH - 2400 2011 2400 2.3 $5,800 95% $5,500 GSPC0586M1F -2011 -1894 MH - 1500 2011 1500 2.4 $3,300 100% $3,300 GSPC0587M1F -2011 -1895 MH - 1500 2011 1500 1.6 $4,500 100% $4,500 S092-CT2 -2011 -2241 MH - 2000 2011 2000 4.8 $6,000 97% $5,900 S111-00307M -2011 -2245 MH - 1050 2011 1050 7.1 $10,300 100% $10,300 GSPC0PSMM1F -2011 -1887 MH - 1800 2011 1800 4.8 $1,300 100% $1,300

GSPC0542M1F -2011 -1865 MH - 1200 2011 1200 7.1 $8,100 74% $6,000 GSPC0532M1F -2011 -1856 MH - 1500 2011 1500 6.6 $9,000 100% $9,000 GSPC0533M1F -2011 -1857 MH - 1500 2011 1500 6.4 $9,000 100% $9,000

GSPC0535M1F -2011 -1858 MH - 1200 2011 1200 4.9 $6,000 60% $3,600 GSPC0536M1F -2011 -1859 MH - 1200 2011 1200 3.9 $6,500 73% $4,800 GSPC0537M1F -2011 -1860 MH - 1200 2011 1200 4.2 $7,500 74% $5,600 GSPC0538M1F -2011 -1861 MH - 1200 2011 1200 4.2 $7,300 76% $5,500

GSPC0539M1F -2011 -1862 MH - 1200 2011 1200 4.4 $7,300 74% $5,400 GSPC0564M1F -2011 -1880 MH - 1800 2011 1800 4.9 $6,000 67% $4,100 GSPC0541M1F -2011 -1864 MH - 1200 2011 1200 4.3 $7,300 74% $5,400

GSPC0563M1F -2011 -1879 MH - 1800 2011 1800 4.7 $4,800 69% $3,300 GSPC0PSPM1F -2011 -1866 MH - 2200 2011 2200 8.5 $9,200 98% $9,000 GSPC0550M1F -2011 -1867 MH - 1050 2011 1050 2.3 $3,600 94% $3,400 GSPC0551M1F -2011 -1868 MH - 1050 2011 1050 4 $7,800 91% $7,100 GSPC0552M1F -2011 -1869 MH - 1050 2011 1050 2.4 $4,900 91% $4,500 GSPC0553M1F -2011 -1870 MH - 1050 2011 1050 1.8 $3,200 85% $2,700 GSPC0561M1F -2011 -1877 MH - 1500 2011 1500 2 $4,500 26% $1,200 GSPC0JW1M1E -2011 -2249 MH - 2800 2011 2800 4.3 $6,000 100% $6,000 GSPC0540M1F -2011 -1863 MH - 1200 2011 1200 3.9 $6,300 74% $4,700 GSPC0373M1F -2011 -2287 MH - 1200 2011 1200 5.1 $10,700 85% $9,100 GSPC0607M1F -2011 -2247 MH - 1500 2011 1500 1.5 $4,900 100% $4,900 GSPC0442M1F -2011 -2277 MH - 1500 2011 1500 3.4 $6,700 98% $6,600 GSPC0441M1F -2011 -2278 MH - 1500 2011 1500 3.3 $6,700 97% $6,500 GSPC0440M1F -2011 -2279 MH - 1500 2011 1500 4.5 $8,600 97% $8,300 GSPC0439M1F -2011 -2280 MH - 1500 2011 1500 4 $7,700 97% $7,500 GSPC0394M1F -2011 -2291 MH - 1200 2011 1200 5.4 $10,700 85% $9,100 GSPC0389M1F -2011 -2290 MH - 1200 2011 1200 4.3 $7,700 85% $6,600 GSPC0444M1F -2011 -2275 MH - 1500 2011 1500 3.8 $7,500 98% $7,300

GSPC0374M1F -2011 -2288 MH - 1200 2011 1200 5.6 $10,700 85% $9,100 GSPC0445M1F -2011 -2274 MH - 1500 2011 1500 3.7 $7,500 98% $7,300 GSPC0369M1F -2011 -2286 MH - 1200 2011 1200 5.8 $10,700 85% $9,100

GSPC0435M1F -2011 -2284 MH - 1500 2011 1500 3.3 $6,700 97% $6,500 GSPC0436M1F -2011 -2283 MH - 1500 2011 1500 3.6 $6,700 97% $6,500

208 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ GSPC0437M1F -2011 -2282 MH - 1500 2011 1500 3 $3,900 97% $3,800 GSPC0438M1F -2011 -2281 MH - 1500 2011 1500 3.7 $3,900 97% $3,800 GSPC0417M1F -2011 -1771 MH - 1500 2011 1500 2.5 $5,700 67% $3,800 GSPC0424M1F -2011 -1778 MH - 1800 2011 1800 2.5 $5,700 71% $4,000 GSPC0376M1F -2011 -2289 MH - 1200 2011 1200 4.7 $8,600 85% $7,300 GSPC0616M1F -2056 -2260 MH - 1050 2056 1050 1.3 $4,100 100% $4,100 GSPC0573M1F -2011 -2253 MH - 1800 2011 1800 6.4 $9,600 84% $8,100 GSPC0570M1F -2011 -2250 MH - 1800 2011 1800 4.9 $6,500 84% $5,400 GSPC0571M1F -2011 -2251 MH - 1800 2011 1800 5.1 $8,000 84% $6,800 GSPC0572M1F -2011 -2252 MH - 1800 2011 1800 8.3 $17,900 84% $15,000 GSPC0610M1F -2011 -2254 MH - 1800 2011 1800 7.6 $15,900 83% $13,200 GSPC0612M1F -2056 -2256 MH - 1050 2056 1050 3.3 $6,400 100% $6,400 GSPC0613M1F -2056 -2257 MH - 1050 2056 1050 2.7 $4,900 100% $4,900 GSPC0443M1F -2011 -2276 MH - 1500 2011 1500 3.3 $7,500 97% $7,200 GSPC0615M1F -2056 -2259 MH - 1050 2056 1050 1.7 $4,400 100% $4,400 GSPC0608M1F -2011 -2248 MH - 1500 2011 1500 1.6 $5,200 100% $5,200

GSPC0617M1F -2056 -2261 MH - 1050 2056 1050 1.6 $4,400 100% $4,400 GSPC0618M1F -2056 -2262 MH - 1050 2056 1050 2 $3,600 100% $3,600 GSPC0629M1F -2011 -2269 MH - 1500 2011 1500 3.1 $6,700 98% $6,600

GSPC0628M1F -2011 -2270 MH - 1500 2011 1500 4.4 $7,700 99% $7,700 GSPC0627M1F -2011 -2271 MH - 1500 2011 1500 3.1 $6,700 98% $6,600 GSPC0626M1F -2011 -2272 MH - 1500 2011 1500 3.7 $6,700 98% $6,600 GSPC0625M1F -2011 -2273 MH - 1500 2011 1500 3.3 $7,500 98% $7,300

GSPC0614M1F -2056 -2258 MH - 1050 2056 1050 1.7 $4,400 100% $4,400 GSPC0459M1F -2011 -1802 MH - 1800 2011 1800 6.7 $12,800 98% $12,500 GSPC0467M1F -2011 -1810 MH - 1800 2011 1800 5.2 $1,700 98% $1,600

GSPC0451M1F -2011 -1794 MH - 1800 2011 1800 4.6 $8,600 97% $8,300 GSPC0452M1F -2011 -1795 MH - 1800 2011 1800 5.3 $10,700 98% $10,500 GSPC0453M1F -2011 -1796 MH - 1800 2011 1800 5.3 $10,700 98% $10,500 GSPC0454M1F -2011 -1797 MH - 1800 2011 1800 5.4 $10,700 98% $10,500 GSPC0455M1F -2011 -1798 MH - 1800 2011 1800 5.2 $10,700 98% $10,500 GSPC0456M1F -2011 -1799 MH - 1800 2011 1800 5.5 $10,700 98% $10,500 GSPC0420M1F -2011 -1774 MH - 1800 2011 1800 2.2 $5,700 100% $5,700 GSPC0458M1F -2011 -1801 MH - 1800 2011 1800 7.6 $14,600 98% $14,300 GSPC0448M1F -2011 -1791 MH - 1800 2011 1800 5.1 $5,900 97% $5,800 GSPC0460M1F -2011 -1803 MH - 1800 2011 1800 7.7 $14,600 98% $14,300 GSPC0461M1F -2011 -1804 MH - 1800 2011 1800 8.6 $16,500 98% $16,100 GSPC0462M1F -2011 -1805 MH - 1800 2011 1800 7.7 $14,600 98% $14,300 GSPC0463M1F -2011 -1806 MH - 1800 2011 1800 8.1 $16,500 98% $16,100 GSPC0464M1F -2011 -1807 MH - 1800 2011 1800 5.4 $1,700 98% $1,600 GSPC0465M1F -2011 -1808 MH - 1800 2011 1800 4.8 $1,300 98% $1,300 GSPC0466M1F -2011 -1809 MH - 1800 2011 1800 5 $1,700 98% $1,600 GSPC0457M1F -2011 -1800 MH - 1800 2011 1800 6.8 $12,800 98% $12,500 GSPC0428M1F -2011 -1782 MH - 1500 2011 1500 2.4 $3,300 93% $3,100

GSPC0418M1F -2011 -1772 MH - 1500 2011 1500 3.7 $8,700 70% $6,100 GSPC0419M1F -2011 -1773 MH - 1500 2011 1500 3.2 $8,700 71% $6,200 GSPC0611M1F -2056 -2255 MH - 1050 2056 1050 3.4 $5,800 100% $5,800

GSPC0530M1F -2011 -1854 MH - 1500 2011 1500 6.6 $7,100 100% $7,100 GSPC0421M1F -2011 -1775 MH - 1800 2011 1800 2 $6,100 78% $4,800

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 209 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ GSPC0422M1F -2011 -1776 MH - 1800 2011 1800 2 $5,700 85% $4,800 GSPC0423M1F -2011 -1777 MH - 1800 2011 1800 2.6 $5,700 71% $4,000 GSPC0450M1F -2011 -1793 MH - 1800 2011 1800 4.5 $4,800 97% $4,600 GSPC0427M1F -2011 -1781 MH - 1500 2011 1500 3 $6,800 92% $6,300 GSPC0449M1F -2011 -1792 MH - 1800 2011 1800 4.7 $4,800 97% $4,600 GSPC0429M1F -2011 -1783 MH - 1500 2011 1500 3.9 $6,700 94% $6,300 GSPC0430M1F -2011 -1784 MH - 1500 2011 1500 2.9 $3,300 94% $3,100 GSPC0431M1F -2011 -1785 MH - 1500 2011 1500 2.7 $3,300 95% $3,100 GSPC0432M1F -2011 -1786 MH - 1500 2011 1500 2.1 $3,300 100% $3,300 GSPC0433M1F -2011 -1787 MH - 1500 2011 1500 2.7 $3,300 97% $3,200 GSPC0434M1F -2011 -1788 MH - 1500 2011 1500 3 $3,900 97% $3,800 GSPC0446M1F -2011 -1789 MH - 1800 2011 1800 6.4 $12,800 97% $12,400 GSPC0425M1F -2011 -1779 MH - 1200 2011 1200 1.7 $3,800 100% $3,800 GSPC0509M1F -2011 -1845 MH - 1200 2011 1200 2 $5,800 100% $5,800 GSPC0498M1F -2011 -1836 MH - 1500 2011 1500 6.2 $9,000 100% $9,000 GSPC0499M1F -2011 -1837 MH - 1050 2011 1050 1.2 $4,200 100% $4,200

GSPC0500M1F -2011 -1838 MH - 1050 2011 1050 1.3 $3,700 100% $3,700 GSPC0501M1F -2011 -1839 MH - 1050 2011 1050 1.3 $3,700 100% $3,700 GSPC0502M1F -2011 -1840 MH - 1050 2011 1050 2 $3,600 100% $3,600

GSPC0503M1F -2011 -1841 MH - 1050 2011 1050 2.2 $2,600 100% $2,600 GSPC0506M1F -2011 -1842 MH - 1200 2011 1200 1.4 $4,300 100% $4,300 GSPC0492M1F -2011 -1835 MH - 1800 2011 1800 6.7 $11,200 95% $10,600 GSPC0508M1F -2011 -1844 MH - 1200 2011 1200 2.3 $5,800 100% $5,800

GSPC0511M1F -2011 -1847 MH - 1200 2011 1200 1.8 $2,800 100% $2,800 GSPC0510M1F -2011 -1846 MH - 1200 2011 1200 2.8 $5,800 100% $5,800 GSPC0468M1F -2011 -1811 MH - 1800 2011 1800 5.5 $1,700 98% $1,600

GSPC0512M1F -2011 -1848 MH - 1200 2011 1200 1.8 $2,800 100% $2,800 GSPC0447M1F -2011 -1790 MH - 1800 2011 1800 6.6 $12,800 97% $12,400 GSPC0PSIM1F -2011 -1850 MH - 2600 2011 2600 10.6 $19,500 100% $19,500 GSPC0527M1F -2011 -1851 MH - 1500 2011 1500 8.2 $9,200 100% $9,200 GSPC0528M1F -2011 -1852 MH - 1500 2011 1500 6.9 $7,100 100% $7,100 GSPC0529M1F -2011 -1853 MH - 1500 2011 1500 6.7 $7,100 100% $7,100 GSPC0507M1F -2011 -1843 MH - 1200 2011 1200 1.5 $5,200 100% $5,200 GSPC0474M1F -2011 -1817 MH - 1500 2011 1500 2 $3,300 92% $3,000 GSPC0469M1F -2011 -1812 MH - 1800 2011 1800 5.7 $1,700 98% $1,600 GSPC0470M1F -2011 -1813 MH - 1800 2011 1800 6.8 $2,000 95% $1,900 GSPC0515M1F -2011 -1849 MH - 1200 2011 1200 1.9 $3,800 100% $3,800 GSPC0491M1F -2011 -1834 MH - 1800 2011 1800 6.6 $9,000 94% $8,500 GSPC0471M1F -2011 -1814 MH - 1800 2011 1800 6.9 $2,300 96% $2,200 GSPCWWTPM1F -2011 -1815 MH - 16000 2011 16000 9.3 $2,900 96% $2,800 GSPC0473M1F -2011 -1816 MH - 1800 2011 1800 6 $2,000 95% $1,900 GSPC0475M1F -2011 -1818 MH - 1500 2011 1500 1.3 $4,900 88% $4,300 GSPC0482M1F -2011 -1825 MH - 1800 2011 1800 10.1 $18,900 93% $17,600 GSPC0483M1F -2011 -1826 MH - 1800 2011 1800 5.3 $5,900 92% $5,500

GSPC0484M1F -2011 -1827 MH - 1800 2011 1800 10.4 $18,900 93% $17,600 GSPC0485M1F -2011 -1828 MH - 1800 2011 1800 10.2 $19,500 94% $18,300 GSPC0490M1F -2011 -1833 MH - 1800 2011 1800 6.6 $9,000 95% $8,500

GSPC0489M1F -2011 -1832 MH - 1800 2011 1800 7.1 $15,000 94% $14,100 GSPC0486M1F -2011 -1829 MH - 1800 2011 1800 9.5 $19,500 94% $18,300

210 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ GSPC0488M1F -2011 -1831 MH - 1800 2011 1800 8.1 $16,900 94% $15,900 GSPC0487M1F -2011 -1830 MH - 1800 2011 1800 9.5 $19,500 94% $18,300 Coombabah Wastewater Financial Catchment S057-00065M_Aug -2021 -5220 MH - 1100 2021 1100 1.6 $3,300 89% $2,900 S057-00025M_Aug -2021 -5210 MH - 1100 2021 1100 3.2 $3,400 68% $2,300 S057-00066M_Aug -2021 -5221 MH - 1100 2021 1100 1.7 $3,300 89% $2,900 S057-00058M_Aug -2021 -5218 MH - 1100 2021 1100 1.7 $3,300 100% $3,300 S057-00057M_Aug -2021 -5217 MH - 1100 2021 1100 3 $4,700 93% $4,400 S057-00056M_Aug -2021 -5216 MH - 1100 2021 1100 4.9 $5,900 55% $3,200 S057-00055M_Aug -2021 -5215 MH - 1100 2021 1100 2 $3,700 86% $3,200 S057-00064M_Aug -2021 -5219 MH - 1100 2021 1100 3.5 $4,800 99% $4,700 S057-00054M_Aug -2021 -5214 MH - 1100 2021 1100 4.2 $5,800 100% $5,800 S057-00052M_Aug -2021 -5213 MH - 1100 2021 1100 4.2 $5,800 100% $5,800 S057-00009M_Aug -2021 -5207 MH - 1100 2021 1100 3.1 $4,800 100% $4,800 S057-00027M_Aug -2021 -5211 MH - 1100 2021 1100 3.2 $3,400 68% $2,300 S057-00013M_Aug -2021 -5209 MH - 1100 2021 1100 3.1 $4,800 88% $4,200

S044-00372M_Aug -2021 -5202 MH - 1100 2021 1100 2.9 $3,700 100% $3,700 S057-00011M_Aug -2021 -5208 MH - 1100 2021 1100 3.1 $4,800 65% $3,100 S057-00078M_Aug -2021 -5222 MH - 1100 2021 1100 3.3 $4,800 100% $4,800

S044-00374M_Aug -2021 -5203 MH - 1100 2021 1100 3.3 $4,800 65% $3,100 S057-A3_Aug -2021 -5234 MH - 6580 2021 6580 7.1 $8,100 100% $8,100 S057-00007M_Aug -2021 -5206 MH - 1100 2021 1100 3 $4,800 100% $4,800 S057-00001M_Aug -2021 -5205 MH - 1100 2021 1100 2.9 $3,700 100% $3,700

S044-A26_Aug -2021 -5204 MH - 6370 2021 6370 9.4 $10,500 70% $7,400 S057-00050M_Aug -2021 -5212 MH - 1100 2021 1100 4.9 $5,900 100% $5,900 S038-00078M_Aug -2056 -5237 MH - 1100 2056 1100 3.1 $3,400 100% $3,400

S038-00642M_Aug -2056 -5254 MH - 1100 2056 1100 2.6 $3,600 100% $3,600 S038-00612M_Aug -2056 -5253 MH - 1100 2056 1100 1.5 $3,200 100% $3,200 S038-00594M_Aug -2056 -5252 MH - 1100 2056 1100 2.6 $3,600 100% $3,600 S038-00591M_Aug -2056 -5251 MH - 1100 2056 1100 1.4 $3,200 100% $3,200 S040-00683M_Aug -2011 -5155 MH - 1100 2011 1100 2.5 $4,500 100% $4,500 S044-00367M_Aug -2021 -5201 MH - 1100 2021 1100 3.5 $4,800 67% $3,200 S038-00588M_Aug -2056 -5250 MH - 1100 2056 1100 2.2 $3,600 100% $3,600 S038-00544M_Aug -2056 -5249 MH - 1100 2056 1100 1 $3,200 100% $3,200 S038-00371M_Aug -2056 -5241 MH - 1100 2056 1100 2.1 $2,600 96% $2,500 S038-00092M_Aug -2056 -5240 MH - 1100 2056 1100 2.2 $3,600 100% $3,600 S057-00258M_Aug -2021 -5232 MH - 1000 2021 1000 3.6 $4,800 81% $3,900 S038-00079M_Aug -2056 -5238 MH - 1100 2056 1100 3.4 $4,500 100% $4,500 S057-00082M_Aug -2021 -5223 MH - 1100 2021 1100 2.6 $3,700 100% $3,700 S038-00075M_Aug -2056 -5236 MH - 1100 2056 1100 2.9 $3,600 100% $3,600 S038-00067M_Aug -2056 -5235 MH - 1100 2056 1100 1.6 $3,200 100% $3,200 S057-00259M_Aug -2021 -5233 MH - 1000 2021 1000 2.2 $3,700 97% $3,600 S057-00157M_Aug -2021 -5231 MH - 1100 2021 1100 1.8 $3,300 100% $3,300 S057-00156M_Aug -2021 -5230 MH - 1100 2021 1100 2.7 $3,700 100% $3,700

S057-00155M_Aug -2021 -5229 MH - 1100 2021 1100 2.8 $3,700 90% $3,300 S057-00152M_Aug -2021 -5228 MH - 1100 2021 1100 2.2 $3,700 100% $3,700 S057-00096M_Aug -2021 -5227 MH - 1100 2021 1100 3.4 $4,800 100% $4,800

S057-00094M_Aug -2021 -5226 MH - 1100 2021 1100 3.5 $4,800 100% $4,800 S057-00086M_Aug -2021 -5225 MH - 1100 2021 1100 3.5 $4,800 86% $4,100

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 211 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S057-00084M_Aug -2021 -5224 MH - 1100 2021 1100 3.7 $4,800 100% $4,800 S038-00088M_Aug -2056 -5239 MH - 1100 2056 1100 2.1 $3,600 100% $3,600 S040-00636M_Aug -2011 -5142 MH - 1100 2011 1100 2 $4,400 100% $4,400 S040-00279M_Aug -2011 -5160 MH - 1100 2011 1100 3.7 $7,500 100% $7,500 S040-00677M_Aug -2011 -5152 MH - 1100 2011 1100 2 $4,500 100% $4,500 S040-00676M_Aug -2011 -5151 MH - 1100 2011 1100 1.9 $4,000 100% $4,000 S040-00663M_Aug -2011 -5150 MH - 1100 2011 1100 2.7 $4,500 100% $4,500 S040-00659M_Aug -2011 -5149 MH - 1100 2011 1100 1.9 $3,200 100% $3,200 S040-00658M_Aug -2011 -5148 MH - 1100 2011 1100 1.8 $3,200 100% $3,200 S040-00657M_Aug -2011 -5147 MH - 1100 2011 1100 1.1 $3,200 100% $3,200 S040-00656M_Aug -2011 -5146 MH - 1100 2011 1100 2.3 $3,600 100% $3,600 S040-00654M_Aug -2011 -5145 MH - 1100 2011 1100 1.5 $3,200 100% $3,200 S040-00682M_Aug -2011 -5154 MH - 1100 2011 1100 2.4 $4,500 100% $4,500 S040-00646M_Aug -2011 -5143 MH - 1100 2011 1100 2.5 $4,500 100% $4,500 S040-00684M_Aug -2011 -5156 MH - 1100 2011 1100 1.6 $4,000 100% $4,000 S040-00635M_Aug -2011 -5141 MH - 1100 2011 1100 2.7 $4,500 100% $4,500

S040-00634M_Aug -2011 -5140 MH - 1100 2011 1100 2.1 $4,400 100% $4,400 S040-00632M_Aug -2011 -5139 MH - 1100 2011 1100 2.2 $4,400 100% $4,400 S040-00630M_Aug -2011 -5138 MH - 1100 2011 1100 2.4 $4,400 100% $4,400

S040-00615M_Aug -2011 -5136 MH - 1100 2011 1100 2.1 $4,500 100% $4,500 S040-00611M_Aug -2011 -5135 MH - 1100 2011 1100 2.3 $4,500 100% $4,500 S038-00645M_Aug -2056 -5255 MH - 1100 2056 1100 2.2 $3,600 100% $3,600 S043-00529M_Aug -2056 -5326 MH - 1100 2056 1100 2.9 $3,600 100% $3,600

S040-00609M_Aug -2011 -5134 MH - 1100 2011 1100 2.2 $4,500 100% $4,500 S040-00551M_Aug -2011 -5133 MH - 1100 2011 1100 1.9 $4,000 100% $4,000 S040-00650M_Aug -2011 -5144 MH - 1100 2011 1100 1.9 $4,000 100% $4,000

S067-00035M_Aug -2011 -5178 MH - 1100 2011 1100 2.3 $4,300 97% $4,200 S044-00365M_Aug -2021 -5199 MH - 1100 2021 1100 3.7 $4,800 269% $12,800 S044-00351M_Aug -2021 -5198 MH - 1100 2021 1100 4 $12,800 100% $12,800 S044-00341M_Aug -2021 -5197 MH - 1100 2021 1100 4.1 $4,100 98% $4,000 S040-A9_Aug -2016 -5196 MH - 2930 2016 2930 5.5 $9,300 100% $9,300 S040-00318M_Aug -2016 -5195 MH - 1100 2016 1100 2.3 $4,400 100% $4,400 CO05576_Aug -2011 -5184 MH - 1100 2011 1100 1.4 $3,900 100% $3,900 S067-00083M_Aug -2011 -5183 MH - 1100 2011 1100 3.6 $5,800 100% $5,800 S067-00048M_Aug -2011 -5182 MH - 1100 2011 1100 1.9 $3,800 95% $3,600 S067-00046M_Aug -2011 -5181 MH - 1100 2011 1100 1.6 $3,800 98% $3,700 S040-00680M_Aug -2011 -5153 MH - 1100 2011 1100 2.2 $4,500 100% $4,500 S067-00039M_Aug -2011 -5179 MH - 1100 2011 1100 2.1 $4,300 100% $4,300 S044-00366M_Aug -2021 -5200 MH - 1100 2021 1100 3.6 $4,800 51% $2,400 S067-00033M_Aug -2011 -5177 MH - 1100 2011 1100 2.5 $4,300 100% $4,300 S067-00031M_Aug -2011 -5176 MH - 1100 2011 1100 2.7 $4,300 100% $4,300 S067-00030M_Aug -2011 -5175 MH - 1100 2011 1100 2.8 $4,300 90% $3,900 S067-00029M_Aug -2011 -5174 MH - 1100 2011 1100 3.1 $5,800 91% $5,300 S067-00028M_Aug -2011 -5173 MH - 1100 2011 1100 2.9 $4,400 100% $4,400

S067-00023M_Aug -2011 -5172 MH - 1100 2011 1100 3.3 $5,800 93% $5,400 S067-00022M_Aug -2011 -5171 MH - 1100 2011 1100 3.2 $5,400 98% $5,300 S040-A10_Aug -2011 -5163 MH - 2100 2011 2100 5.2 $9,800 100% $9,800

S040-00290M_Aug -2011 -5162 MH - 1100 2011 1100 1.2 $4,000 100% $4,000 S040-00283M_Aug -2011 -5161 MH - 1100 2011 1100 2.6 $4,500 88% $4,000

212 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S067-00044M_Aug -2011 -5180 MH - 1100 2011 1100 1.7 $3,800 100% $3,800 S043-00537M_Aug -2056 -5329 MH - 1100 2056 1100 2.8 $3,600 100% $3,600 S041-00699M_Aug -2056 -5311 MH - 1100 2056 1100 3.3 $4,800 100% $4,800 S048-00160M_Aug -2056 -5344 MH - 1100 2056 1100 1.2 $3,900 100% $3,900 S048-00155M_Aug -2056 -5343 MH - 1100 2056 1100 1.2 $3,900 100% $3,900 S048-00152M_Aug -2056 -5342 MH - 1100 2056 1100 2.7 $3,600 100% $3,600 S048-00149M_Aug -2056 -5341 MH - 1100 2056 1100 2 $2,600 100% $2,600 S048-00088M_Aug -2056 -5340 MH - 1100 2056 1100 3.3 $4,500 100% $4,500 S048-00036M_Aug -2056 -5339 MH - 1100 2056 1100 1.8 $3,800 100% $3,800 S048-00007M_Aug -2056 -5338 MH - 1100 2056 1100 2 $4,300 100% $4,300 S048-00006M_Aug -2056 -5337 MH - 1100 2056 1100 2.2 $2,600 100% $2,600 S048-00162M_Aug -2056 -5346 MH - 1100 2056 1100 1.4 $2,400 100% $2,400 S043-00541M_Aug -2056 -5333 MH - 1100 2056 1100 1.4 $3,200 100% $3,200 S048-A16_Aug -2056 -5347 MH - 3000 2056 3000 6.3 $7,100 100% $7,100 S043-00536M_Aug -2056 -5328 MH - 1100 2056 1100 1.5 $3,200 100% $3,200 S043-00532M_Aug -2056 -5327 MH - 1100 2056 1100 4.3 $5,500 100% $5,500

S043-00517M_Aug -2056 -5325 MH - 1100 2056 1100 3.1 $4,500 100% $4,500 S041-00730M_Aug -2056 -5318 MH - 1100 2056 1100 1 $3,700 100% $3,700 S041-00728M_Aug -2056 -5317 MH - 1100 2056 1100 1.3 $3,700 100% $3,700

S041-00726M_Aug -2056 -5316 MH - 1100 2056 1100 1.6 $3,300 100% $3,300 S041-00724M_Aug -2056 -5315 MH - 1100 2056 1100 1.8 $3,300 100% $3,300 S041-00722M_Aug -2056 -5314 MH - 1100 2056 1100 1.9 $3,300 100% $3,300 S041-00709M_Aug -2056 -5313 MH - 1100 2056 1100 2.1 $3,700 100% $3,700

S041-00732M_Aug -2056 -5319 MH - 1100 2056 1100 1.6 $3,300 100% $3,300 S048-00005M_Aug -2056 -5336 MH - 1100 2056 1100 2.4 $2,600 100% $2,600 S086-00328M_A -2006 -8326 MH - 1100 2006 1100 2.3 $4,700 100% $4,700

S044-00086M_Aug -2006 -5000 MH - 1100 2006 1100 4.2 $5,800 100% $5,800 S040-00362M_Aug -2011 -5132 MH - 1100 2011 1100 3.1 $6,400 100% $6,400 S086-00369M_A -2006 -8335 MH - 1100 2006 1100 2.5 $4,500 100% $4,500 S086-00368M_A -2006 -8334 MH - 1100 2006 1100 3 $6,200 100% $6,200 S086-00335M_A -2006 -8333 MH - 1100 2006 1100 2.2 $4,900 100% $4,900 S086-00334M_A -2006 -8332 MH - 1100 2006 1100 1.2 $4,100 100% $4,100 S086-00333M_A -2006 -8331 MH - 1100 2006 1100 2.9 $4,900 100% $4,900 S086-00332M_A -2006 -8330 MH - 1100 2006 1100 3.8 $6,400 100% $6,400 S086-00331M_A -2006 -8329 MH - 1100 2006 1100 1.9 $4,400 100% $4,400 S048-00161M_Aug -2056 -5345 MH - 1100 2056 1100 2.8 $2,600 100% $2,600 S086-00329M_A -2006 -8327 MH - 1100 2006 1100 3.1 $5,800 100% $5,800 S041-00697M_Aug -2056 -5310 MH - 1100 2056 1100 4.2 $5,800 100% $5,800 S086-00321M_A -2006 -8325 MH - 1100 2006 1100 1.7 $4,400 100% $4,400 S058-00321M_Aug -2056 -5356 MH - 1100 2056 1100 2.4 $3,700 100% $3,700 S057-00120M_Aug -2056 -5355 MH - 1100 2056 1100 2.2 $3,700 100% $3,700 S057-00118M_Aug -2056 -5354 MH - 1100 2056 1100 2.3 $3,700 100% $3,700 S057-00116M_Aug -2056 -5353 MH - 1100 2056 1100 2.5 $3,700 100% $3,700 S057-00114M_Aug -2056 -5352 MH - 1100 2056 1100 3.6 $4,800 100% $4,800

S057-00108M_Aug -2056 -5351 MH - 1100 2056 1100 2.9 $3,700 100% $3,700 S057-00106M_Aug -2056 -5350 MH - 1100 2056 1100 3.1 $4,800 100% $4,800 S057-00104M_Aug -2056 -5349 MH - 1100 2056 1100 4.2 $5,800 100% $5,800

S057-00096M_Aug -2056 -5348 MH - 1100 2056 1100 3.4 $4,800 100% $4,800 S086-00330M_A -2006 -8328 MH - 1100 2006 1100 2.3 $4,700 100% $4,700

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 213 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S039-00712M_Aug -2056 -5274 MH - 1100 2056 1100 5 $10,700 100% $10,700 S041-00701M_Aug -2056 -5312 MH - 1100 2056 1100 2.1 $3,700 100% $3,700 S040-00044M_Aug -2056 -5284 MH - 1100 2056 1100 0.9 $3,600 100% $3,600 S040-00043M_Aug -2056 -5283 MH - 1100 2056 1100 0.7 $3,600 100% $3,600 S040-00039M_Aug -2056 -5282 MH - 1100 2056 1100 1 $4,100 100% $4,100 S040-00036M_Aug -2056 -5281 MH - 1100 2056 1100 1.4 $4,100 100% $4,100 S040-00024M_Aug -2056 -5280 MH - 1100 2056 1100 1 $4,100 100% $4,100 S040-00016M_Aug -2056 -5279 MH - 1100 2056 1100 2.2 $4,900 100% $4,900 S040-00012M_Aug -2056 -5278 MH - 1100 2056 1100 1.6 $4,000 100% $4,000 S040-00010M_Aug -2056 -5277 MH - 1100 2056 1100 1.4 $4,200 100% $4,200 S040-00048M_Aug -2056 -5286 MH - 1100 2056 1100 1 $4,200 100% $4,200 S039-00732M_Aug -2056 -5275 MH - 1100 2056 1100 3.1 $3,400 100% $3,400 S040-00206M_Aug -2056 -5287 MH - 1100 2056 1100 1.8 $3,300 100% $3,300 S039-00709M_Aug -2056 -5273 MH - 1100 2056 1100 5.2 $10,700 100% $10,700 S039-00708M_Aug -2056 -5272 MH - 1100 2056 1100 5.1 $10,700 100% $10,700 S039-00707M_Aug -2056 -5271 MH - 1100 2056 1100 4.8 $8,400 100% $8,400

S039-00706M_Aug -2056 -5270 MH - 1100 2056 1100 4.4 $9,000 100% $9,000 S039-00705M_Aug -2056 -5269 MH - 1100 2056 1100 3.2 $7,500 100% $7,500 S039-00315M_Aug -2056 -5261 MH - 1100 2056 1100 2.2 $3,600 100% $3,600

S039-00314M_Aug -2056 -5260 MH - 1100 2056 1100 2.4 $3,700 100% $3,700 S039-00313M_Aug -2056 -5259 MH - 1100 2056 1100 2.5 $3,700 100% $3,700 S039-00312M_Aug -2056 -5258 MH - 1100 2056 1100 2.8 $3,700 100% $3,700 S039-00224M_Aug -2056 -5257 MH - 1100 2056 1100 3.2 $4,500 100% $4,500

S040-00008M_Aug -2056 -5276 MH - 1100 2056 1100 1.5 $3,300 100% $3,300 S041-00441M_Aug -2056 -5298 MH - 1100 2056 1100 5.1 $8,600 100% $8,600 S041-00607M_Aug -2056 -5309 MH - 1100 2056 1100 3.8 $5,600 100% $5,600

S041-00605M_Aug -2056 -5308 MH - 1100 2056 1100 3.7 $5,800 100% $5,800 S041-00604M_Aug -2056 -5307 MH - 1100 2056 1100 3.5 $5,800 100% $5,800 S041-00596M_Aug -2056 -5306 MH - 1100 2056 1100 3.3 $5,400 100% $5,400 S041-00594M_Aug -2056 -5305 MH - 1100 2056 1100 3.2 $5,800 100% $5,800 S041-00592M_Aug -2056 -5304 MH - 1100 2056 1100 3 $5,600 100% $5,600 S041-00591M_Aug -2056 -5303 MH - 1100 2056 1100 3 $5,600 100% $5,600 S041-00589M_Aug -2056 -5302 MH - 1100 2056 1100 2.9 $4,400 100% $4,400 S041-00539M_Aug -2056 -5301 MH - 1100 2056 1100 1.4 $3,700 100% $3,700 S040-00045M_Aug -2056 -5285 MH - 1100 2056 1100 2.1 $4,500 100% $4,500 S041-00533M_Aug -2056 -5299 MH - 1100 2056 1100 0.9 $3,600 100% $3,600 S039-00223M_Aug -2056 -5256 MH - 1100 2056 1100 3 $4,500 100% $4,500 S041-00436M_Aug -2056 -5297 MH - 1100 2056 1100 4 $6,800 100% $6,800 S041-00428M_Aug -2056 -5296 MH - 1100 2056 1100 3.9 $5,600 100% $5,600 S040-00240M_Aug -2056 -5295 MH - 1100 2056 1100 6.8 $20,200 100% $20,200 S040-00238M_Aug -2056 -5294 MH - 1100 2056 1100 4.2 $14,400 100% $14,400 S040-00236M_Aug -2056 -5293 MH - 1100 2056 1100 3.5 $11,900 100% $11,900 S040-00233M_Aug -2056 -5292 MH - 1100 2056 1100 3.5 $5,600 100% $5,600 S040-00232M_Aug -2056 -5291 MH - 1100 2056 1100 2.7 $4,400 100% $4,400

S040-00209M_Aug -2056 -5290 MH - 1100 2056 1100 2.8 $4,500 100% $4,500 S040-00208M_Aug -2056 -5289 MH - 1100 2056 1100 1.8 $3,300 100% $3,300 S040-00207M_Aug -2056 -5288 MH - 1100 2056 1100 3.2 $7,500 100% $7,500

S041-00537M_Aug -2056 -5300 MH - 1100 2056 1100 1.5 $3,300 100% $3,300 S041-00867M_Aug -2006 -4984 MH - 1100 2006 1100 4.1 $12,800 67% $8,600

214 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S041-00851M_Aug -2006 -4973 MH - 1100 2006 1100 2.4 $9,000 100% $9,000 S044-00012M_Aug -2006 -4994 MH - 1100 2006 1100 4.3 $5,800 100% $5,800 S042-A70_Aug -2006 -4993 MH - 4810 2006 4810 12.4 $16,500 100% $16,500 S042-00947M_Aug -2006 -4992 MH - 1100 2006 1100 7.5 $12,500 100% $12,500 S042-00946M_Aug -2006 -4991 MH - 1100 2006 1100 7.4 $12,500 100% $12,500 S042-00927M_Aug -2006 -4990 MH - 1100 2006 1100 5.3 $9,900 82% $8,100 S042-00926M_Aug -2006 -4989 MH - 1100 2006 1100 4.7 $1,200 90% $1,100 S042-00925M_Aug -2006 -4988 MH - 1100 2006 1100 5.8 $9,900 100% $9,900 S042-00924M_Aug -2006 -4987 MH - 1100 2006 1100 7.3 $11,900 100% $11,900 S044-00014M_Aug -2006 -4996 MH - 1100 2006 1100 6.3 $6,700 92% $6,100 S041-00868M_Aug -2006 -4985 MH - 1100 2006 1100 4.1 $12,800 100% $12,800 S044-00081M_Aug -2006 -4997 MH - 1100 2006 1100 4.3 $5,800 54% $3,100 S041-00866M_Aug -2006 -4983 MH - 1100 2006 1100 4.2 $12,800 69% $8,800 S041-00865M_Aug -2006 -4982 MH - 1100 2006 1100 4.3 $12,800 90% $11,500 S041-00864M_Aug -2006 -4981 MH - 1100 2006 1100 4.4 $12,800 90% $11,500 S041-00863M_Aug -2006 -4980 MH - 1100 2006 1100 4.5 $12,800 90% $11,500

S041-00862M_Aug -2006 -4979 MH - 1100 2006 1100 4.8 $9,000 100% $9,000 S041-00861M_Aug -2006 -4978 MH - 1100 2006 1100 3.9 $4,800 100% $4,800 S041-00855M_Aug -2006 -4977 MH - 1100 2006 1100 4 $4,100 100% $4,100

S041-00854M_Aug -2006 -4976 MH - 1100 2006 1100 4 $5,800 100% $5,800 S041-00853M_Aug -2006 -4975 MH - 1100 2006 1100 3.9 $10,600 77% $8,100 S057-00096M_Aug -2006 -5026 MH - 1100 2006 1100 3.4 $4,800 100% $4,800 S041-01008M_Aug -2006 -4986 MH - 1000 2006 1000 4.5 $12,800 100% $12,800

S044-00115M_Aug -2006 -5008 MH - 1100 2006 1100 4.6 $5,900 91% $5,300 S044-00088M_Aug -2006 -5002 MH - 1100 2006 1100 4 $5,800 94% $5,400 S044-00316M_Aug -2006 -5018 MH - 1100 2006 1100 2.2 $3,700 68% $2,500

S044-00218M_Aug -2006 -5017 MH - 1100 2006 1100 3.6 $4,800 100% $4,800 S044-00216M_Aug -2006 -5016 MH - 1100 2006 1100 3.7 $4,800 100% $4,800 S044-00215M_Aug -2006 -5015 MH - 1100 2006 1100 2.4 $3,700 100% $3,700 S044-00187M_Aug -2006 -5014 MH - 1100 2006 1100 2.2 $3,700 100% $3,700 S044-00185M_Aug -2006 -5013 MH - 1100 2006 1100 3.3 $4,800 78% $3,700 S044-00162M_Aug -2006 -5012 MH - 1100 2006 1100 2.5 $3,700 100% $3,700 S044-00119M_Aug -2006 -5011 MH - 1100 2006 1100 4.4 $5,800 94% $5,400 S044-00013M_Aug -2006 -4995 MH - 1100 2006 1100 6.3 $9,000 88% $7,900 S044-00116M_Aug -2006 -5009 MH - 1100 2006 1100 4.6 $5,900 100% $5,900 S041-00850M_Aug -2006 -4972 MH - 1100 2006 1100 2.7 $9,000 87% $7,800 S044-00093M_Aug -2006 -5007 MH - 1100 2006 1100 4.7 $5,900 86% $5,000 S044-00092M_Aug -2006 -5006 MH - 1100 2006 1100 5.8 $7,400 95% $7,100 S044-00091M_Aug -2006 -5005 MH - 1100 2006 1100 5.8 $7,400 60% $4,500 S044-00090M_Aug -2006 -5004 MH - 1100 2006 1100 4.8 $5,900 76% $4,500 S044-00089M_Aug -2006 -5003 MH - 1100 2006 1100 4.8 $5,900 94% $5,500 S086-00370M_A -2006 -8336 MH - 1100 2006 1100 4.1 $9,000 100% $9,000 S044-00087M_Aug -2006 -5001 MH - 1100 2006 1100 4.1 $5,800 86% $4,900 S038-00638M_Aug -2006 -4922 MH - 1100 2006 1100 2.7 $3,700 85% $3,200

S044-00085M_Aug -2006 -4999 MH - 1100 2006 1100 4.2 $5,800 52% $3,000 S044-00084M_Aug -2006 -4998 MH - 1100 2006 1100 4 $5,800 54% $3,100 S044-00117M_Aug -2006 -5010 MH - 1100 2006 1100 4.5 $5,800 77% $4,400

S038-00412M_Aug -2006 -4904 MH - 1100 2006 1100 2.7 $3,700 95% $3,500 S041-00852M_Aug -2006 -4974 MH - 1100 2006 1100 2.9 $9,000 98% $8,800

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 215 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S038-00543M_Aug -2006 -4914 MH - 1100 2006 1100 1.1 $3,200 100% $3,200 S038-00542M_Aug -2006 -4913 MH - 1100 2006 1100 1.5 $3,200 100% $3,200 S038-00541M_Aug -2006 -4912 MH - 1100 2006 1100 0.7 $2,800 100% $2,800 S038-00540M_Aug -2006 -4911 MH - 1100 2006 1100 2.3 $3,600 100% $3,600 S038-00475M_Aug -2006 -4910 MH - 1100 2006 1100 2.8 $3,700 90% $3,300 S038-00466M_Aug -2006 -4909 MH - 1100 2006 1100 2.1 $2,600 100% $2,600 S038-00461M_Aug -2006 -4908 MH - 1100 2006 1100 3.4 $3,400 100% $3,400 S038-00459M_Aug -2006 -4907 MH - 1100 2006 1100 3.6 $5,400 83% $4,500 S038-00558M_Aug -2006 -4916 MH - 1100 2006 1100 2.5 $2,600 93% $2,500 S038-00445M_Aug -2006 -4905 MH - 1100 2006 1100 3.8 $5,600 85% $4,800 S038-00596M_Aug -2006 -4917 MH - 1100 2006 1100 3 $5,800 97% $5,600 S038-00384M_Aug -2006 -4903 MH - 1100 2006 1100 3.1 $4,800 93% $4,400 S038-00383M_Aug -2006 -4902 MH - 1100 2006 1100 2.3 $3,700 100% $3,700 S038-00382M_Aug -2006 -4901 MH - 1100 2006 1100 2.4 $3,700 93% $3,500 S038-00379M_Aug -2006 -4900 MH - 1100 2006 1100 2.4 $3,700 100% $3,700 S038-00378M_Aug -2006 -4899 MH - 1100 2006 1100 2.2 $3,700 97% $3,600

S038-00376M_Aug -2006 -4898 MH - 1100 2006 1100 2.7 $3,700 100% $3,700 S038-00374M_Aug -2006 -4897 MH - 1100 2006 1100 2.6 $2,600 100% $2,600 S038-00373M_Aug -2006 -4896 MH - 1100 2006 1100 2.6 $3,700 92% $3,400

S038-00371M_Aug -2006 -4895 MH - 1100 2006 1100 2.1 $2,600 96% $2,500 BENOWA_Aug -2006 -4894 MH - 16700 2006 16700 13.8 $17,300 100% $17,300 S038-00446M_Aug -2006 -4906 MH - 1100 2006 1100 3.7 $5,600 76% $4,300 S038-00803M_Aug -2006 -4939 MH - 1100 2006 1100 2.3 $4,400 158% $7,000

S041-00849M_Aug -2006 -4971 MH - 1100 2006 1100 2.6 $9,000 94% $8,500 S041-00844M_Aug -2006 -4970 MH - 1100 2006 1100 2.5 $9,000 90% $8,100 S041-00843M_Aug -2006 -4969 MH - 1100 2006 1100 3.5 $3,400 100% $3,400

S041-00841M_Aug -2006 -4968 MH - 1100 2006 1100 2.4 $2,600 100% $2,600 S041-00840M_Aug -2006 -4967 MH - 1100 2006 1100 2.6 $3,700 100% $3,700 S041-00839M_Aug -2006 -4966 MH - 1100 2006 1100 2.8 $3,700 100% $3,700 S041-00838M_Aug -2006 -4965 MH - 1100 2006 1100 1.5 $2,400 95% $2,200 S039-00862M_Aug -2006 -4950 MH - 1100 2006 1100 6 $12,000 100% $12,000 S039-00851M_Aug -2006 -4949 MH - 1100 2006 1100 2 $2,600 100% $2,600 S038-00544M_Aug -2006 -4915 MH - 1100 2006 1100 1 $3,200 100% $3,200 S039-00840M_Aug -2006 -4947 MH - 1100 2006 1100 1.6 $2,400 100% $2,400 S057-00098M_Aug -2006 -5027 MH - 1100 2006 1100 3.3 $4,800 71% $3,400 S038-00802M_Aug -2006 -4938 MH - 1100 2006 1100 4.2 $7,000 100% $7,000 S038-00666M_Aug -2006 -4928 MH - 1100 2006 1100 2.4 $3,600 84% $3,000 S038-00658M_Aug -2006 -4927 MH - 1100 2006 1100 3.9 $4,800 93% $4,400 S038-00657M_Aug -2006 -4926 MH - 1100 2006 1100 2.4 $3,600 87% $3,100 S038-00652M_Aug -2006 -4925 MH - 1100 2006 1100 2.2 $2,600 82% $2,200 S038-00646M_Aug -2006 -4924 MH - 1100 2006 1100 2 $2,600 91% $2,400 S038-00641M_Aug -2006 -4923 MH - 1100 2006 1100 2.6 $3,600 88% $3,100 S038-00634M_Aug -2006 -4921 MH - 1100 2006 1100 2.8 $2,600 93% $2,500 S038-00628M_Aug -2006 -4919 MH - 1100 2006 1100 2.5 $3,700 95% $3,500

S038-00626M_Aug -2006 -4918 MH - 1100 2006 1100 2.4 $3,700 84% $3,100 S039-00848M_Aug -2006 -4948 MH - 1100 2006 1100 3.2 $5,800 100% $5,800 S067-00032M_Aug -2006 -5088 MH - 1100 2006 1100 3.4 $5,800 100% $5,800

S067-00155M_Aug -2006 -5077 MH - 1100 2006 1100 2.5 $4,500 95% $4,300 S067-00073M_Aug -2006 -5098 MH - 1100 2006 1100 3 $5,800 100% $5,800

216 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S067-00072M_Aug -2006 -5097 MH - 1100 2006 1100 2 $4,400 100% $4,400 S067-00071M_Aug -2006 -5096 MH - 1100 2006 1100 4.1 $9,000 100% $9,000 S067-00066M_Aug -2006 -5095 MH - 1100 2006 1100 3.3 $5,800 92% $5,300 S067-00065M_Aug -2006 -5094 MH - 1100 2006 1100 2.4 $4,400 100% $4,400 S067-00059M_Aug -2006 -5093 MH - 1100 2006 1100 2.5 $4,400 100% $4,400 S067-00045M_Aug -2006 -5092 MH - 1100 2006 1100 3.9 $5,800 100% $5,800 S067-00042M_Aug -2006 -5091 MH - 1100 2006 1100 2.9 $4,400 100% $4,400 S067-00077M_Aug -2006 -5100 MH - 1100 2006 1100 2.8 $4,300 100% $4,300 S067-00038M_Aug -2006 -5089 MH - 1100 2006 1100 3.2 $5,800 100% $5,800 S067-00083M_Aug -2006 -5101 MH - 1100 2006 1100 3.6 $5,800 100% $5,800 S067-00013M_Aug -2006 -5087 MH - 1100 2006 1100 2.6 $4,300 98% $4,200 S067-00012M_Aug -2006 -5086 MH - 1100 2006 1100 2.4 $4,300 100% $4,300 S067-00173M_Aug -2006 -5085 MH - 1100 2006 1100 3.1 $5,800 100% $5,800 S067-00172M_Aug -2006 -5084 MH - 1100 2006 1100 3.8 $5,800 99% $5,700 S067-00171M_Aug -2006 -5083 MH - 1100 2006 1100 4 $7,000 100% $7,000 S067-00166M_Aug -2006 -5082 MH - 1100 2006 1100 2.6 $4,400 94% $4,200

S067-00165M_Aug -2006 -5081 MH - 1100 2006 1100 3.7 $5,800 96% $5,600 S067-00164M_Aug -2006 -5080 MH - 1100 2006 1100 2.7 $4,400 92% $4,100 S067-00160M_Aug -2006 -5079 MH - 1100 2006 1100 2.5 $4,500 92% $4,100

S044-00372M_Aug -2006 -5019 MH - 1100 2006 1100 2.9 $3,700 100% $3,700 S067-00040M_Aug -2006 -5090 MH - 1100 2006 1100 4 $7,000 100% $7,000 RPR_NG2_Aug -2006 -5117 MH - 1100 2006 1100 2.3 $4,300 100% $4,300 S40-A10R3_Aug -2011 -5129 MH - 1050 2011 1050 4.2 $7,000 100% $7,000

S40-A10R2_Aug -2011 -5128 MH - 1050 2011 1050 3.4 $5,800 100% $5,800 RPR_GN11_Aug -2006 -5126 MH - 1100 2006 1100 2.3 $3,600 100% $3,600 RPR_GN10_Aug -2006 -5125 MH - 1100 2006 1100 1.4 $3,200 100% $3,200

RPR_GN9_Aug -2006 -5124 MH - 1100 2006 1100 2 $3,600 100% $3,600 RPR_GN8_Aug -2006 -5123 MH - 1100 2006 1100 2.2 $3,600 100% $3,600 RPR_GN7_Aug -2006 -5122 MH - 1100 2006 1100 3.7 $3,400 100% $3,400 RPR_GN6_Aug -2006 -5121 MH - 1100 2006 1100 1.5 $3,800 100% $3,800 RPR_GN5_Aug -2006 -5120 MH - 1100 2006 1100 2.3 $4,300 100% $4,300 S067-00076M_Aug -2006 -5099 MH - 1100 2006 1100 2.9 $4,300 100% $4,300 RPR_GN3_Aug -2006 -5118 MH - 1100 2006 1100 2.5 $4,300 100% $4,300 S067-00143M_Aug -2006 -5076 MH - 1100 2006 1100 2.2 $4,500 90% $4,100 RPR_NG1_Aug -2006 -5116 MH - 1100 2006 1100 2.8 $4,300 100% $4,300 S067-00043M_Aug -2006 -5111 MH - 1000 2006 1000 2.8 $4,400 100% $4,400 CO05566_Aug -2006 -5109 MH - 1100 2006 1100 2.2 $4,300 100% $4,300 CO02061_Aug -2006 -5108 MH - 1100 2006 1100 2 $2,600 100% $2,600 CO01976_Aug -2006 -5107 MH - 1100 2006 1100 2.2 $4,400 100% $4,400 S070-D1_Aug -2006 -5106 MH - 2500 2006 2500 5.7 $9,800 100% $9,800 S070-00351M_Aug -2006 -5105 MH - 1100 2006 1100 4.3 $7,000 83% $5,800 S070-00350M_Aug -2006 -5104 MH - 1100 2006 1100 4.1 $7,000 88% $6,200 S070-00349M_Aug -2006 -5103 MH - 1100 2006 1100 3.7 $5,800 100% $5,800 S070-00348M_Aug -2006 -5102 MH - 1100 2006 1100 4 $7,000 99% $6,900

RPR_GN4_Aug -2006 -5119 MH - 1100 2006 1100 1.8 $3,800 100% $3,800 S058-00020M_Aug -2006 -5039 MH - 1100 2006 1100 4.9 $5,500 100% $5,500 S067-00156M_Aug -2006 -5078 MH - 1100 2006 1100 2.3 $4,500 91% $4,100

S058-00093M_Aug -2006 -5050 MH - 1100 2006 1100 1.3 $3,700 54% $2,000 S058-00091M_Aug -2006 -5049 MH - 1100 2006 1100 1.4 $3,700 94% $3,400

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 217 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S058-00090M_Aug -2006 -5048 MH - 1100 2006 1100 1.6 $3,300 62% $2,100 S058-00089M_Aug -2006 -5047 MH - 1100 2006 1100 1.9 $3,300 55% $1,800 S058-00088M_Aug -2006 -5046 MH - 1100 2006 1100 1.6 $2,400 52% $1,200 S058-00087M_Aug -2006 -5045 MH - 1100 2006 1100 1.7 $3,300 83% $2,800 S058-00086M_Aug -2006 -5044 MH - 1100 2006 1100 1.2 $3,700 68% $2,500 S058-00084M_Aug -2006 -5042 MH - 1100 2006 1100 1 $3,700 68% $2,500 S058-00101M_Aug -2006 -5052 MH - 1100 2006 1100 2.7 $3,700 100% $3,700 S058-00029M_Aug -2006 -5040 MH - 1100 2006 1100 3.8 $4,800 100% $4,800 S058-00102M_Aug -2006 -5053 MH - 1100 2006 1100 2 $3,700 74% $2,800 S058-00018M_Aug -2006 -5038 MH - 1100 2006 1100 3.5 $4,800 99% $4,700 S057-00176M_Aug -2006 -5037 MH - 1100 2006 1100 4 $5,800 82% $4,700 S057-00173M_Aug -2006 -5036 MH - 1100 2006 1100 4.1 $5,800 95% $5,500 S057-00165M_Aug -2006 -5035 MH - 1100 2006 1100 4.9 $5,900 66% $3,900 S057-00161M_Aug -2006 -5034 MH - 1100 2006 1100 4 $5,800 95% $5,500 S057-00158M_Aug -2006 -5033 MH - 1100 2006 1100 1.6 $3,300 80% $2,700 S057-00155M_Aug -2006 -5032 MH - 1100 2006 1100 2.8 $3,700 90% $3,300

S057-00154M_Aug -2006 -5031 MH - 1100 2006 1100 2.2 $3,700 66% $2,500 S057-00127M_Aug -2006 -5029 MH - 1100 2006 1100 2.8 $3,700 71% $2,600 S057-00126M_Aug -2006 -5028 MH - 1100 2006 1100 1 $3,700 90% $3,300

S058-00083M_Aug -2006 -5041 MH - 1100 2006 1100 0.9 $3,200 73% $2,300 S058-00283M_Aug -2006 -5064 MH - 1100 2006 1100 3.3 $4,800 69% $3,300 S067-00142M_Aug -2006 -5075 MH - 1100 2006 1100 2 $4,500 92% $4,100 S067-00140M_Aug -2006 -5074 MH - 1100 2006 1100 2 $4,500 92% $4,100

S067-00139M_Aug -2006 -5073 MH - 1100 2006 1100 1.4 $3,900 100% $3,900 S067-00138M_Aug -2006 -5072 MH - 1100 2006 1100 1.7 $4,000 78% $3,100 S067-00137M_Aug -2006 -5071 MH - 1100 2006 1100 0.8 $3,600 93% $3,400

S058-00323M_Aug -2006 -5070 MH - 1100 2006 1100 2.7 $3,700 65% $2,400 S058-00322M_Aug -2006 -5069 MH - 1100 2006 1100 2.8 $3,700 73% $2,700 S058-00318M_Aug -2006 -5068 MH - 1100 2006 1100 2.6 $3,700 62% $2,300 S058-00286M_Aug -2006 -5067 MH - 1100 2006 1100 3.2 $4,800 82% $3,900 S058-00100M_Aug -2006 -5051 MH - 1100 2006 1100 3.1 $4,800 100% $4,800 S058-00284M_Aug -2006 -5065 MH - 1100 2006 1100 3.2 $4,800 63% $3,000 S040-00357M_Aug -2011 -5131 MH - 1100 2011 1100 2.5 $3,600 100% $3,600 S058-00273M_Aug -2006 -5063 MH - 1100 2006 1100 3.4 $4,800 61% $2,900 S058-00267M_Aug -2006 -5062 MH - 1100 2006 1100 4.6 $5,900 58% $3,400 S058-00249M_Aug -2006 -5061 MH - 1100 2006 1100 5.1 $7,400 100% $7,400 S058-00247M_Aug -2006 -5060 MH - 1100 2006 1100 4.9 $5,900 100% $5,900 S058-00246M_Aug -2006 -5059 MH - 1100 2006 1100 4.8 $5,900 100% $5,900 S058-00241M_Aug -2006 -5058 MH - 1100 2006 1100 5.1 $7,400 80% $6,000 S058-00239M_Aug -2006 -5057 MH - 1100 2006 1100 3.7 $4,800 70% $3,300 S058-00238M_Aug -2006 -5056 MH - 1100 2006 1100 3.9 $4,800 91% $4,300 S058-00123M_Aug -2006 -5055 MH - 1000 2006 1000 1.3 $3,700 100% $3,700 S058-00103M_Aug -2006 -5054 MH - 1100 2006 1100 2.1 $3,700 100% $3,700 S058-00285M_Aug -2006 -5066 MH - 1100 2006 1100 3.1 $4,800 63% $3,000

S085-00498M_A -2056 -8644 MH - 1100 2056 1100 3.7 $7,500 100% $7,500 S086-00031M_A -2056 -8655 MH - 1100 2056 1100 3.8 $6,400 100% $6,400 S086-00030M_A -2056 -8654 MH - 1100 2056 1100 2.8 $4,900 100% $4,900

S086-00029M_A -2056 -8653 MH - 1100 2056 1100 2.1 $4,900 100% $4,900 S086-00028M_A -2056 -8652 MH - 1100 2056 1100 2.6 $4,900 100% $4,900

218 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S086-00016M_A -2056 -8651 MH - 1100 2056 1100 3.1 $3,400 100% $3,400 S086-00007M_A -2056 -8650 MH - 1100 2056 1100 2.6 $2,600 100% $2,600 S086-00006M_A -2056 -8649 MH - 1100 2056 1100 2.4 $2,600 100% $2,600 S086-00002M_A -2056 -8648 MH - 1100 2056 1100 3 $6,400 100% $6,400 S086-00001M_A -2056 -8647 MH - 1100 2056 1100 3.6 $6,400 100% $6,400 S089-00172M_A -2056 -8682 MH - 1100 2056 1100 3 $5,600 100% $5,600 S085-00499M_A -2056 -8645 MH - 1100 2056 1100 2.7 $4,500 100% $4,500 S086-00034M_A -2056 -8658 MH - 1100 2056 1100 3.2 $5,800 100% $5,800 S085-00497M_A -2056 -8643 MH - 1100 2056 1100 3.5 $7,500 100% $7,500 S085-00496M_A -2056 -8642 MH - 1100 2056 1100 3.6 $6,400 100% $6,400 S085-00495M_A -2056 -8641 MH - 1100 2056 1100 1.5 $4,000 100% $4,000 S085-00433M_A -2056 -8640 MH - 1100 2056 1100 2.6 $4,700 100% $4,700 S085-00432M_A -2056 -8639 MH - 1100 2056 1100 2.4 $4,500 100% $4,500 S085-00431M_A -2056 -8638 MH - 1100 2056 1100 1.5 $4,200 100% $4,200 S085-00430M_A -2056 -8637 MH - 1100 2056 1100 3.7 $7,500 100% $7,500 S085-00327M_A -2056 -8636 MH - 1100 2056 1100 2.7 $4,700 100% $4,700

S085-00326M_A -2056 -8635 MH - 1100 2056 1100 2.4 $4,700 100% $4,700 S085-00325M_A -2056 -8634 MH - 1100 2056 1100 2.9 $4,700 100% $4,700 S085-00500M_A -2056 -8646 MH - 1100 2056 1100 1.7 $4,000 100% $4,000

S089-00151M_A -2056 -8669 MH - 1100 2056 1100 4 $6,800 100% $6,800 HEFGMOX1904_A -2011 -8581 MH - 1100 2011 1100 9.5 $18,200 100% $18,200 S089-00169M_A -2056 -8680 MH - 1100 2056 1100 3 $5,700 100% $5,700 S089-00168M_A -2056 -8679 MH - 1100 2056 1100 3 $5,700 100% $5,700

S089-00167M_A -2056 -8678 MH - 1100 2056 1100 3.1 $5,600 100% $5,600 S089-00166M_A -2056 -8677 MH - 1100 2056 1100 3.3 $5,600 100% $5,600 S089-00165M_A -2056 -8676 MH - 1100 2056 1100 3.5 $5,600 100% $5,600

S089-00159M_A -2056 -8675 MH - 1100 2056 1100 3.8 $5,600 100% $5,600 S089-00157M_A -2056 -8674 MH - 1100 2056 1100 3.7 $5,600 100% $5,600 S089-00155M_A -2056 -8673 MH - 1100 2056 1100 4.1 $6,800 100% $6,800 S089-00154M_A -2056 -8672 MH - 1100 2056 1100 4.3 $6,800 100% $6,800 S086-00032M_A -2056 -8656 MH - 1100 2056 1100 3.5 $6,400 100% $6,400 S089-00152M_A -2056 -8670 MH - 1100 2056 1100 4.5 $1,200 100% $1,200 S086-00033M_A -2056 -8657 MH - 1100 2056 1100 2.5 $4,900 100% $4,900 S089-00121M_A -2056 -8668 MH - 1100 2056 1100 4 $7,000 100% $7,000 S086-00904M_A -2056 -8667 MH - 1100 2056 1100 1.1 $4,200 100% $4,200 S086-00903M_A -2056 -8666 MH - 1100 2056 1100 1.3 $4,200 100% $4,200 S086-00892M_A -2056 -8665 MH - 1100 2056 1100 1.6 $4,400 100% $4,400 S086-00891M_A -2056 -8664 MH - 1100 2056 1100 1.6 $4,000 100% $4,000 S086-00578M_A -2056 -8662 MH - 1100 2056 1100 3.2 $3,400 100% $3,400 S086-00385M_A -2056 -8661 MH - 1100 2056 1100 3.1 $5,800 100% $5,800 S086-00036M_A -2056 -8660 MH - 1100 2056 1100 3.3 $6,400 100% $6,400 S086-00035M_A -2056 -8659 MH - 1100 2056 1100 3.4 $5,800 100% $5,800 S085-00322M_A -2056 -8631 MH - 1100 2056 1100 2.5 $4,700 100% $4,700 S089-00153M_A -2056 -8671 MH - 1100 2056 1100 4.3 $6,800 100% $6,800

NG004_A -2011 -8592 MH - 1100 2011 1100 2 $2,600 100% $2,600 S085-00324M_A -2056 -8633 MH - 1100 2056 1100 2.2 $4,700 100% $4,700 S085-00073M_A -2011 -8603 MH - 1100 2011 1100 1.9 $4,000 100% $4,000

S085-00072M_A -2011 -8602 MH - 1100 2011 1100 2.5 $4,500 100% $4,500 S085-00007M_A -2011 -8601 MH - 1100 2011 1100 2.5 $4,500 97% $4,400

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 219 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S085-00006M_A -2011 -8600 MH - 1100 2011 1100 1.9 $3,200 91% $2,900 S085-00005M_A -2011 -8599 MH - 1100 2011 1100 1.7 $4,400 86% $3,800 S085-00004M_A -2011 -8598 MH - 1100 2011 1100 3.2 $6,400 85% $5,500 S085-00003M_A -2011 -8597 MH - 1100 2011 1100 2.8 $4,500 100% $4,500 S085-00002M_A -2011 -8596 MH - 1100 2011 1100 3 $5,800 100% $5,800 S085-00001M_A -2011 -8595 MH - 1100 2011 1100 3.1 $7,500 100% $7,500 HEFGMOX1906_A -2011 -8605 MH - 1100 2011 1100 10.4 $18,200 100% $18,200 NG005_A -2011 -8593 MH - 1100 2011 1100 1.5 $2,400 100% $2,400 HEFGMOX1907_A -2011 -8606 MH - 1100 2011 1100 8.8 $15,800 100% $15,800 NG003_A -2011 -8591 MH - 1100 2011 1100 3.5 $5,800 100% $5,800 NG002_A -2011 -8590 MH - 1100 2011 1100 2 $4,900 100% $4,900 NG001_A -2011 -8589 MH - 1100 2011 1100 2 $4,700 100% $4,700 NG-UCNEW -2011 -8588 MH - 1100 2011 1100 3 $5,900 100% $5,900 HEFGMUC0406_A -2011 -8587 MH - 1100 2011 1100 3.5 $4,500 100% $4,500 HEFGMUC0405_A -2011 -8586 MH - 1100 2011 1100 2 $3,700 100% $3,700 HEFGMUC0404_A -2011 -8585 MH - 1100 2011 1100 2 $4,900 100% $4,900

HEFGMUC0403_A -2011 -8584 MH - 1100 2011 1100 2 $4,900 100% $4,900 HEFGMUC0402_A -2011 -8583 MH - 1100 2011 1100 2 $4,900 100% $4,900 HEFGMUC0401_A -2011 -8582 MH - 1100 2011 1100 2 $4,700 100% $4,700

NG006_A -2011 -8594 MH - 1100 2011 1100 1 $3,200 100% $3,200 S085-00189M_A -2056 -8619 MH - 1100 2056 1100 2.7 $4,500 100% $4,500 S089-00186M_A -2056 -8683 MH - 1100 2056 1100 2.2 $4,500 100% $4,500 S085-00321M_A -2056 -8630 MH - 1100 2056 1100 4.2 $7,000 100% $7,000

S085-00320M_A -2056 -8629 MH - 1100 2056 1100 3.2 $5,800 100% $5,800 S085-00319M_A -2056 -8628 MH - 1100 2056 1100 4.1 $7,000 100% $7,000 S085-00318M_A -2056 -8627 MH - 1100 2056 1100 3.9 $5,800 100% $5,800

S085-00317M_A -2056 -8626 MH - 1100 2056 1100 2 $4,700 100% $4,700 S085-00316M_A -2056 -8625 MH - 1100 2056 1100 2.3 $4,700 100% $4,700 S085-00315M_A -2056 -8624 MH - 1100 2056 1100 2 $4,700 100% $4,700 S085-00314M_A -2056 -8623 MH - 1100 2056 1100 2.1 $2,600 100% $2,600 S085-00313M_A -2056 -8622 MH - 1100 2056 1100 2.5 $4,700 100% $4,700 HEFGMOX1905_A -2011 -8604 MH - 1100 2011 1100 12 $18,200 100% $18,200 S085-00280M_A -2056 -8620 MH - 1100 2056 1100 1.4 $4,000 100% $4,000 S085-00323M_A -2056 -8632 MH - 1100 2056 1100 1.8 $4,100 100% $4,100 S085-00188M_A -2056 -8618 MH - 1100 2056 1100 2.7 $4,500 100% $4,500 S085-00187M_A -2056 -8617 MH - 1100 2056 1100 2.5 $4,700 100% $4,700 S085-00186M_A -2056 -8616 MH - 1100 2056 1100 5.1 $9,900 100% $9,900 S085-00185M_A -2056 -8615 MH - 1100 2056 1100 5.5 $9,900 100% $9,900 S085-00184M_A -2056 -8614 MH - 1100 2056 1100 5.3 $9,900 100% $9,900 S085-00182M_A -2056 -8613 MH - 1100 2056 1100 2.3 $4,700 100% $4,700 HEFS311_A -2056 -8612 MH - 1100 2056 1100 4.7 $5,000 100% $5,000 S092-UC401_A -2011 -8609 MH - 1100 2011 1100 5 $10,200 100% $10,200 HEFGMOX1909_A -2011 -8608 MH - 1100 2011 1100 8.8 $13,400 100% $13,400 HEFGMOX1908_A -2011 -8607 MH - 1100 2011 1100 8.7 $10,800 100% $10,800

S085-00312M_A -2056 -8621 MH - 1100 2056 1100 3.3 $5,800 100% $5,800 S092-01962M_A -2056 -8767 MH - 1100 2056 1100 2.5 $4,900 100% $4,900 S092-02133M_A -2056 -8778 MH - 1100 2056 1100 0.8 $3,600 100% $3,600

S092-02132M_A -2056 -8777 MH - 1100 2056 1100 1.2 $4,100 100% $4,100 S092-02131M_A -2056 -8776 MH - 1100 2056 1100 0.9 $3,600 100% $3,600

220 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S092-01967M_A -2056 -8775 MH - 1100 2056 1100 6.5 $12,300 100% $12,300 S092-01968M_A -2056 -8774 MH - 1100 2056 1100 6 $12,300 100% $12,300 S092-01969M_A -2056 -8773 MH - 1100 2056 1100 4.7 $8,000 100% $8,000 S092-01971M_A -2056 -8772 MH - 1100 2056 1100 2.4 $4,900 100% $4,900 S092-01972M_A -2056 -8771 MH - 1100 2056 1100 1 $4,100 100% $4,100 S092-01984M_A -2056 -8770 MH - 1100 2056 1100 1.5 $4,400 100% $4,400 S089-00170M_A -2056 -8681 MH - 1100 2056 1100 3.1 $5,600 100% $5,600 S092-01966M_A -2056 -8768 MH - 1100 2056 1100 1.4 $4,100 100% $4,100 S092-02136M_A -2056 -8781 MH - 1100 2056 1100 1.7 $4,400 100% $4,400 S092-01964M_A -2056 -8766 MH - 1100 2056 1100 2.8 $4,900 100% $4,900 S092-01993M_A -2056 -8765 MH - 1100 2056 1100 6.1 $12,300 100% $12,300 S092-02023M_A -2056 -8764 MH - 1100 2056 1100 5.9 $10,200 100% $10,200 S092-01999M_A -2056 -8763 MH - 1100 2056 1100 1.8 $4,400 100% $4,400 S092-02000M_A -2056 -8762 MH - 1100 2056 1100 1.8 $4,100 100% $4,100 S092-02001M_A -2056 -8761 MH - 1100 2056 1100 1.8 $4,100 100% $4,100 S092-01888M_A -2056 -8760 MH - 1100 2056 1100 2.4 $4,700 100% $4,700

S092-01589M_A -2056 -8759 MH - 1100 2056 1100 4.5 $7,800 100% $7,800 S092-01575M_A -2056 -8758 MH - 1100 2056 1100 5.3 $9,900 100% $9,900 S092-01574M_A -2056 -8757 MH - 1100 2056 1100 5.5 $9,900 100% $9,900

S092-01974M_A -2056 -8769 MH - 1100 2056 1100 1.4 $4,100 100% $4,100 S092-01058M_A -2056 -8791 MH - 1100 2056 1100 4.7 $6,800 100% $6,800 S086-00371M_A -2006 -8337 MH - 1100 2006 1100 3.4 $7,500 100% $7,500 S038-00632M_Aug -2006 -4920 MH - 1100 2006 1100 2.3 $3,700 95% $3,500

S092-UC1304_A -2056 -8811 MH - 1100 2056 1100 4.8 $8,000 100% $8,000 S092-UC1305_A -2056 -8812 MH - 1100 2056 1100 4.6 $8,000 100% $8,000 S092-UC1306_A -2056 -8813 MH - 1100 2056 1100 5 $7,000 100% $7,000

S092-UC1307_A -2056 -8814 MH - 1100 2056 1100 4.9 $5,500 100% $5,500 S092-UC1308_A -2056 -8815 MH - 1100 2056 1100 4.9 $5,500 100% $5,500 S092-UC1309_A -2056 -8816 MH - 1100 2056 1100 4.4 $5,500 100% $5,500 S092-UC1310_A -2056 -8817 MH - 1100 2056 1100 4.6 $5,500 100% $5,500 S092-UC1311_A -2056 -8818 MH - 1100 2056 1100 6.1 $8,400 100% $8,400 S092-02134M_A -2056 -8779 MH - 1100 2056 1100 1.4 $4,100 100% $4,100 S092-00305M_A -2056 -8820 MH - 1100 2056 1100 1.5 $4,100 100% $4,100 S092-02135M_A -2056 -8780 MH - 1100 2056 1100 1.6 $4,400 100% $4,400 S092-01059M_A -2056 -8790 MH - 1100 2056 1100 4.1 $6,800 100% $6,800 S092-01060M_A -2056 -8789 MH - 1100 2056 1100 3.8 $4,500 100% $4,500 S092-01068M_A -2056 -8788 MH - 1100 2056 1100 3 $4,500 100% $4,500 S092-01067M_A -2056 -8787 MH - 1100 2056 1100 3.1 $4,500 100% $4,500 S092-02147M_A -2056 -8786 MH - 1100 2056 1100 3.7 $6,400 100% $6,400 1401/1_A -2056 -8785 MH - 1100 2056 1100 6.5 $12,300 100% $12,300 1401/2_A -2056 -8784 MH - 1100 2056 1100 3.3 $6,400 100% $6,400 1401/3_A -2056 -8783 MH - 1100 2056 1100 3.3 $6,400 100% $6,400 1401/4_A -2056 -8782 MH - 1100 2056 1100 3.5 $6,400 100% $6,400 S092-02466M_A -2056 -8754 MH - 1100 2056 1100 2.7 $4,700 100% $4,700

S092-UC1312_A -2056 -8819 MH - 1100 2056 1100 6.3 $8,400 100% $8,400 S089-00212M_A -2056 -8707 MH - 1100 2056 1100 4.4 $6,800 100% $6,800 S092-01573M_A -2056 -8756 MH - 1100 2056 1100 4 $7,000 100% $7,000

S092-01998M_A -2056 -8727 MH - 1100 2056 1100 1.9 $4,400 100% $4,400 CO19156_A -2056 -8725 MH - 1100 2056 1100 3.8 $5,600 100% $5,600

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 221 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S086-01083M_A -2056 -8724 MH - 1100 2056 1100 3 $3,400 100% $3,400 S092-01209M_A -2056 -8721 MH - 1100 2056 1100 2.5 $2,600 100% $2,600 S092-01057M_A -2056 -8720 MH - 1100 2056 1100 4.8 $6,800 100% $6,800 S092-01056M_A -2056 -8719 MH - 1100 2056 1100 5.1 $8,600 100% $8,600 S092-01055M_A -2056 -8718 MH - 1100 2056 1100 3.1 $5,400 100% $5,400 S092-01054M_A -2056 -8717 MH - 1100 2056 1100 5.1 $1,500 100% $1,500 S092-00306M_A -2056 -8716 MH - 1100 2056 1100 2.4 $4,900 100% $4,900 S092-02442M_A -2056 -8730 MH - 1100 2056 1100 4.8 $8,000 100% $8,000 S090-00007M_A -2056 -8708 MH - 1100 2056 1100 5 $1,500 100% $1,500 S092-02443M_A -2056 -8731 MH - 1100 2056 1100 4.3 $7,800 100% $7,800 S089-00210M_A -2056 -8706 MH - 1100 2056 1100 4.5 $6,800 100% $6,800 S089-00196M_A -2056 -8692 MH - 1100 2056 1100 1.6 $4,000 100% $4,000 S089-00194M_A -2056 -8691 MH - 1100 2056 1100 1.5 $4,000 100% $4,000 S089-00193M_A -2056 -8690 MH - 1100 2056 1100 1.5 $4,000 100% $4,000 S089-00192M_A -2056 -8689 MH - 1100 2056 1100 1.5 $4,100 100% $4,100 S089-00191M_A -2056 -8688 MH - 1100 2056 1100 1.5 $4,100 100% $4,100

S089-00190M_A -2056 -8687 MH - 1100 2056 1100 1.9 $4,000 100% $4,000 S089-00189M_A -2056 -8686 MH - 1100 2056 1100 1.8 $4,000 100% $4,000 S089-00188M_A -2056 -8685 MH - 1100 2056 1100 1.7 $4,000 100% $4,000

S089-00187M_A -2056 -8684 MH - 1100 2056 1100 1.9 $4,000 100% $4,000 S092-00241M_A -2056 -8711 MH - 1100 2056 1100 1.2 $3,200 67% $2,100 S092-02454M_A -2056 -8742 MH - 1100 2056 1100 2.7 $4,900 100% $4,900 CO19201_A -2056 -8726 MH - 1100 2056 1100 3 $5,700 100% $5,700

S092-02465M_A -2056 -8753 MH - 1100 2056 1100 4 $7,000 100% $7,000 S092-02464M_A -2056 -8752 MH - 1100 2056 1100 3.6 $5,800 100% $5,800 S092-02463M_A -2056 -8751 MH - 1100 2056 1100 3.5 $5,800 100% $5,800

S092-02462M_A -2056 -8750 MH - 1100 2056 1100 2.8 $4,700 100% $4,700 S092-02461M_A -2056 -8749 MH - 1100 2056 1100 2.6 $4,700 100% $4,700 S092-02460M_A -2056 -8748 MH - 1100 2056 1100 3.7 $5,800 100% $5,800 S092-02459M_A -2056 -8747 MH - 1100 2056 1100 2.9 $4,700 100% $4,700 S092-02458M_A -2056 -8746 MH - 1100 2056 1100 4 $7,000 100% $7,000 S092-02457M_A -2056 -8745 MH - 1100 2056 1100 2.8 $4,700 100% $4,700 S092-02004M_A -2056 -8729 MH - 1100 2056 1100 4.4 $7,800 100% $7,800 S092-02455M_A -2056 -8743 MH - 1100 2056 1100 4.3 $7,800 100% $7,800 S092-01572M_A -2056 -8755 MH - 1100 2056 1100 2.9 $4,700 100% $4,700 S092-02453M_A -2056 -8741 MH - 1100 2056 1100 3 $6,200 100% $6,200 S092-02452M_A -2056 -8740 MH - 1100 2056 1100 2.3 $4,900 100% $4,900 S092-02451M_A -2056 -8739 MH - 1100 2056 1100 1.6 $4,400 100% $4,400 S092-02450M_A -2056 -8738 MH - 1100 2056 1100 1.6 $4,400 100% $4,400 S092-02449M_A -2056 -8737 MH - 1100 2056 1100 2.2 $4,900 100% $4,900 S092-02448M_A -2056 -8736 MH - 1100 2056 1100 4.6 $8,000 100% $8,000 S092-02447M_A -2056 -8735 MH - 1100 2056 1100 2.6 $4,900 100% $4,900 S092-02446M_A -2056 -8734 MH - 1100 2056 1100 3.6 $6,400 100% $6,400 S092-02445M_A -2056 -8733 MH - 1100 2056 1100 2.4 $4,900 100% $4,900

S092-02444M_A -2056 -8732 MH - 1100 2056 1100 4 $7,800 100% $7,800 S092-02456M_A -2056 -8744 MH - 1100 2056 1100 3 $5,900 100% $5,900 S092-01189M_A -2006 -8427 MH - 1100 2006 1100 1.2 $4,100 100% $4,100

S092-01200M_A -2006 -8438 MH - 1100 2006 1100 1.8 $4,400 100% $4,400 S092-01199M_A -2006 -8437 MH - 1100 2006 1100 1.6 $4,400 100% $4,400

222 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S092-01198M_A -2006 -8436 MH - 1100 2006 1100 2.7 $4,900 100% $4,900 S092-01197M_A -2006 -8435 MH - 1100 2006 1100 2.7 $4,900 100% $4,900 S092-01196M_A -2006 -8434 MH - 1100 2006 1100 1.5 $4,400 100% $4,400 S092-01195M_A -2006 -8433 MH - 1100 2006 1100 2.2 $4,900 100% $4,900 S092-01194M_A -2006 -8432 MH - 1100 2006 1100 2.3 $4,900 100% $4,900 S092-01193M_A -2006 -8431 MH - 1100 2006 1100 2 $4,900 100% $4,900 S092-01192M_A -2006 -8430 MH - 1100 2006 1100 2 $4,400 100% $4,400 HEFS1MH14_A -2006 -8474 MH - 1100 2006 1100 4.1 $6,800 100% $6,800 S092-01190M_A -2006 -8428 MH - 1100 2006 1100 1.8 $4,400 100% $4,400 S092-01203M_A -2006 -8441 MH - 1100 2006 1100 6.3 $12,000 100% $12,000 S092-00682M_A -2006 -8426 MH - 1100 2006 1100 2.7 $2,600 80% $2,100 S092-00681M_A -2006 -8425 MH - 1100 2006 1100 2.8 $3,700 77% $2,900 S092-00241M_A -2006 -8412 MH - 1100 2006 1100 1.2 $3,200 67% $2,100 S092-00009M_A -2006 -8409 MH - 1100 2006 1100 3 $4,800 71% $3,400 S091-00150M_A -2006 -8408 MH - 1100 2006 1100 3.3 $7,500 100% $7,500 S091-00149M_A -2006 -8407 MH - 1100 2006 1100 2.8 $4,900 77% $3,800

S091-00148M_A -2006 -8406 MH - 1100 2006 1100 2.3 $4,900 100% $4,900 S091-00147M_A -2006 -8405 MH - 1100 2006 1100 1.6 $4,400 100% $4,400 S091-00035M_A -2006 -8404 MH - 1100 2006 1100 1.7 $4,100 100% $4,100

S091-00034M_A -2006 -8403 MH - 1100 2006 1100 1.4 $4,000 91% $3,600 S092-01191M_A -2006 -8429 MH - 1100 2006 1100 2.8 $4,900 100% $4,900 HEFS1003_A -2006 -8461 MH - 1100 2006 1100 0.8 $3,400 100% $3,400 HEFS1MH13_A -2006 -8473 MH - 1100 2006 1100 5.5 $8,600 100% $8,600

HEFS1021_A -2006 -8472 MH - 1100 2006 1100 0.8 $3,600 100% $3,600 HEFS1020_A -2006 -8471 MH - 1100 2006 1100 0.8 $3,600 100% $3,600 HEFS1019_A -2006 -8470 MH - 1100 2006 1100 0.8 $3,600 100% $3,600

HEFS1015_A -2006 -8469 MH - 1100 2006 1100 0.8 $3,600 100% $3,600 HEFS1012_A -2006 -8468 MH - 1100 2006 1100 0.8 $3,600 100% $3,600 HEFS1011_A -2006 -8467 MH - 1100 2006 1100 0.8 $3,400 100% $3,400 HEFS1010_A -2006 -8466 MH - 1100 2006 1100 0.8 $3,400 100% $3,400 HEFS1009_A -2006 -8465 MH - 1100 2006 1100 0.8 $3,400 100% $3,400 HEFS1007_A -2006 -8464 MH - 1100 2006 1100 0.8 $3,400 100% $3,400 S092-01201M_A -2006 -8439 MH - 1100 2006 1100 2.2 $4,500 100% $4,500 HEFS1005_A -2006 -8462 MH - 1100 2006 1100 0.8 $3,600 100% $3,600 S092-01202M_A -2006 -8440 MH - 1100 2006 1100 2.3 $4,500 100% $4,500 HEFOX3800_A -2006 -8458 MH - 1100 2006 1100 8.8 $2,400 100% $2,400 S090-00013M_A -2006 -8455 MH - 1100 2006 1100 3.3 $5,400 82% $4,500 OX20_Dummy_A -2006 -8454 MH - 1100 2006 1100 2.5 $4,400 100% $4,400 S092-01209M_A -2006 -8447 MH - 1100 2006 1100 2.5 $2,600 100% $2,600 S092-01208M_A -2006 -8446 MH - 1100 2006 1100 2.1 $2,600 100% $2,600 S092-01207M_A -2006 -8445 MH - 1100 2006 1100 2 $3,600 100% $3,600 S092-01206M_A -2006 -8444 MH - 1100 2006 1100 3.7 $7,500 100% $7,500 S092-01205M_A -2006 -8443 MH - 1100 2006 1100 3.7 $6,400 100% $6,400 S092-01204M_A -2006 -8442 MH - 1100 2006 1100 4.3 $7,800 100% $7,800

S091-00031M_A -2006 -8400 MH - 1100 2006 1100 1.5 $4,400 100% $4,400 HEFS1006_A -2006 -8463 MH - 1100 2006 1100 0.8 $3,400 100% $3,400 S086-00570M_A -2006 -8346 MH - 1100 2006 1100 3.7 $5,800 100% $5,800

S091-00033M_A -2006 -8402 MH - 1100 2006 1100 2.1 $4,900 100% $4,900 S090-00003M_A -2006 -8372 MH - 1100 2006 1100 1 $4,100 100% $4,100

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 223 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S087-00261M_A -2006 -8363 MH - 1100 2006 1100 1.2 $4,000 95% $3,800 S087-00139M_A -2006 -8356 MH - 1100 2006 1100 1.4 $4,100 100% $4,100 S087-00122M_A -2006 -8354 MH - 1100 2006 1100 3.9 $5,800 60% $3,500 S087-00121M_A -2006 -8353 MH - 1100 2006 1100 3 $3,400 90% $3,000 S086-00895M_A -2006 -8352 MH - 1100 2006 1100 3.2 $5,800 100% $5,800 S086-00890M_A -2006 -8351 MH - 1100 2006 1100 2.6 $4,700 100% $4,700 S086-00885M_A -2006 -8350 MH - 1100 2006 1100 4 $7,000 100% $7,000 S086-00580M_A -2006 -8349 MH - 1100 2006 1100 1.6 $4,400 100% $4,400 S090-00005M_A -2006 -8374 MH - 1100 2006 1100 1.2 $4,100 100% $4,100 S086-00571M_A -2006 -8347 MH - 1100 2006 1100 2.1 $4,900 100% $4,900 S090-00006M_A -2006 -8375 MH - 1100 2006 1100 1.2 $4,100 100% $4,100 S086-00569M_A -2006 -8345 MH - 1100 2006 1100 1.4 $4,000 100% $4,000 S086-00566M_A -2006 -8344 MH - 1100 2006 1100 1.2 $4,100 100% $4,100 S086-00547M_A -2006 -8343 MH - 1100 2006 1100 1.5 $4,100 83% $3,400 S086-00385M_A -2006 -8342 MH - 1100 2006 1100 3.1 $5,800 100% $5,800 S086-00382M_A -2006 -8341 MH - 1100 2006 1100 2.2 $4,700 100% $4,700

S086-00381M_A -2006 -8340 MH - 1100 2006 1100 3.2 $5,800 100% $5,800 HEFGMOX1903_A -2011 -8580 MH - 1100 2011 1100 9 $18,200 100% $18,200 S092-01997M_A -2056 -8728 MH - 1100 2056 1100 3 $6,200 100% $6,200

S086-00377M_A -2006 -8338 MH - 1100 2006 1100 1.8 $4,100 100% $4,100 S086-00378M_A -2006 -8339 MH - 1100 2006 1100 3.1 $5,800 87% $5,000 S086-00579M_A -2006 -8348 MH - 1100 2006 1100 1.9 $4,400 83% $3,600 S090-00051M_A -2006 -8386 MH - 1100 2006 1100 1.2 $4,100 100% $4,100

S090-00132M_A -2006 -8393 MH - 1100 2006 1100 3.5 $3,400 86% $2,900 S091-00030M_A -2006 -8399 MH - 1100 2006 1100 1.6 $4,400 78% $3,400 S091-00029M_A -2006 -8398 MH - 1100 2006 1100 2.3 $4,900 100% $4,900

S091-00027M_A -2006 -8397 MH - 1100 2006 1100 2.2 $4,900 86% $4,200 S091-00025M_A -2006 -8396 MH - 1100 2006 1100 1.7 $4,400 88% $3,800 S091-00023M_A -2006 -8395 MH - 1100 2006 1100 3.5 $5,800 100% $5,800 S091-00022M_A -2006 -8394 MH - 1100 2006 1100 2.5 $4,700 100% $4,700 S090-00095M_A -2006 -8392 MH - 1100 2006 1100 1.5 $4,400 100% $4,400 S090-00093M_A -2006 -8390 MH - 1100 2006 1100 1.2 $4,100 100% $4,100 S090-00092M_A -2006 -8389 MH - 1100 2006 1100 0.8 $3,600 100% $3,600 S090-00004M_A -2006 -8373 MH - 1100 2006 1100 1 $4,100 100% $4,100 S090-00089M_A -2006 -8387 MH - 1100 2006 1100 1.6 $4,100 84% $3,500 S091-00032M_A -2006 -8401 MH - 1100 2006 1100 1.6 $4,400 100% $4,400 S090-00050M_A -2006 -8385 MH - 1100 2006 1100 1.9 $4,400 100% $4,400 S090-00046M_A -2006 -8384 MH - 1100 2006 1100 1.7 $4,400 100% $4,400 S090-00045M_A -2006 -8383 MH - 1100 2006 1100 1.3 $4,100 100% $4,100 S090-00033M_A -2006 -8382 MH - 1100 2006 1100 0.7 $3,600 100% $3,600 S090-00032M_A -2006 -8381 MH - 1100 2006 1100 1 $4,100 100% $4,100 S090-00031M_A -2006 -8380 MH - 1100 2006 1100 0.7 $3,600 100% $3,600 S090-00030M_A -2006 -8379 MH - 1100 2006 1100 1.3 $4,100 100% $4,100 S090-00027M_A -2006 -8378 MH - 1100 2006 1100 1.6 $4,400 100% $4,400

S090-00015M_A -2006 -8377 MH - 1100 2006 1100 5.7 $9,000 100% $9,000 S090-00014M_A -2006 -8376 MH - 1100 2006 1100 3.7 $5,600 74% $4,100 S090-00090M_A -2006 -8388 MH - 1100 2006 1100 1.7 $4,100 65% $2,700

HEFS1MH24 -2006 -8542 MH - 1100 2006 1100 3.4 $4,500 100% $4,500 HEFS204Dum -2006 -8554 MH - 1100 2006 1100 0.9 $3,600 100% $3,600

224 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ HEFS203Dum -2006 -8553 MH - 1100 2006 1100 0.9 $3,400 100% $3,400 HEFS203 -2006 -8552 MH - 1100 2006 1100 0.9 $3,400 100% $3,400 HEFS202Dum -2006 -8551 MH - 1100 2006 1100 0.9 $2,800 100% $2,800 HEFS201Dum -2006 -8550 MH - 1100 2006 1100 0.9 $2,800 100% $2,800 HEFS1MH9a -2006 -8549 MH - 1100 2006 1100 5.3 $1,500 100% $1,500 HEFS1MH8 -2006 -8548 MH - 1100 2006 1100 4.6 $1,200 100% $1,200 HEFS1MH5a -2006 -8547 MH - 1100 2006 1100 5.1 $8,600 100% $8,600 HEFS1MH4 -2006 -8546 MH - 1100 2006 1100 5.5 $1,500 100% $1,500 HEFS1012 -2006 -8530 MH - 1100 2006 1100 0.8 $3,600 100% $3,600 HEFS1MH26 -2006 -8544 MH - 1100 2006 1100 5 $7,000 100% $7,000 HEFS207Dum -2006 -8557 MH - 1100 2006 1100 0.9 $2,800 100% $2,800 HEFS1MH22 -2006 -8540 MH - 1100 2006 1100 6 $8,400 100% $8,400 HEFS1MH18 -2006 -8539 MH - 1100 2006 1100 6.2 $8,400 100% $8,400 HEFS1MH17 -2006 -8538 MH - 1100 2006 1100 4.9 $5,500 100% $5,500 HEFS1MH16 -2006 -8537 MH - 1100 2006 1100 4.4 $5,500 100% $5,500 HEFS1MH14 -2006 -8536 MH - 1100 2006 1100 4.1 $6,800 100% $6,800

HEFS1MH13 -2006 -8535 MH - 1100 2006 1100 5.5 $8,600 100% $8,600 HEFS1021 -2006 -8534 MH - 1100 2006 1100 0.8 $3,600 100% $3,600 HEFS1020 -2006 -8533 MH - 1100 2006 1100 0.8 $3,600 100% $3,600

HEFS1019 -2006 -8532 MH - 1100 2006 1100 0.8 $3,600 100% $3,600 HEFS1015 -2006 -8531 MH - 1100 2006 1100 0.8 $3,600 100% $3,600 HEFS1MH3a -2006 -8545 MH - 1100 2006 1100 5 $1,500 100% $1,500 HEFS302 -2006 -8567 MH - 1100 2006 1100 5.2 $5,500 100% $5,500

HEFS1MH26_A -2011 -8577 MH - 1100 2011 1100 5 $7,000 100% $7,000 HEFS311 -2006 -8576 MH - 1100 2006 1100 4.7 $5,000 100% $5,000 S090-00094M_A -2006 -8391 MH - 1100 2006 1100 1.3 $4,100 100% $4,100

HEFS1MH16_A -2006 -8475 MH - 1100 2006 1100 4.4 $5,500 100% $5,500 HEFS310 -2006 -8575 MH - 1100 2006 1100 3.7 $5,400 100% $5,400 HEFS309 -2006 -8574 MH - 1100 2006 1100 3.8 $5,400 100% $5,400 HEFS308Dum -2006 -8573 MH - 1100 2006 1100 1.2 $2,900 100% $2,900 HEFS307 -2006 -8572 MH - 1100 2006 1100 4.8 $4,300 100% $4,300 HEFS306Dum -2006 -8571 MH - 1100 2006 1100 1.2 $2,400 100% $2,400 HEFS305 -2006 -8570 MH - 1100 2006 1100 4.6 $5,000 100% $5,000 HEFS205 -2006 -8555 MH - 1100 2006 1100 3.9 $4,500 100% $4,500 HEFS303 -2006 -8568 MH - 1100 2006 1100 5.1 $6,300 100% $6,300 HEFS206 -2006 -8556 MH - 1100 2006 1100 3.8 $4,500 100% $4,500 HEFS301 -2006 -8566 MH - 1100 2006 1100 5 $6,300 100% $6,300 HEFS215 -2006 -8565 MH - 1100 2006 1100 2.5 $4,900 100% $4,900 HEFS214Dum -2006 -8564 MH - 1100 2006 1100 0.9 $3,600 100% $3,600 HEFS213Dum -2006 -8563 MH - 1100 2006 1100 0.9 $3,600 100% $3,600 HEFS212 -2006 -8562 MH - 1100 2006 1100 2.8 $3,600 100% $3,600 HEFS211 -2006 -8561 MH - 1100 2006 1100 1.5 $3,200 100% $3,200 HEFS210Dum -2006 -8560 MH - 1100 2006 1100 0.9 $2,800 100% $2,800 HEFS209 -2006 -8559 MH - 1100 2006 1100 5.7 $7,000 100% $7,000

HEFS208Dum -2006 -8558 MH - 1100 2006 1100 0.9 $2,800 100% $2,800 HEFS1MH23 -2006 -8541 MH - 1100 2006 1100 4.7 $5,500 100% $5,500 HEFS304Dum -2006 -8569 MH - 1100 2006 1100 1.2 $2,900 100% $2,900

HEFS1MH25 -2006 -8543 MH - 1100 2006 1100 4.6 $5,500 100% $5,500 HEFS210Dum_A -2006 -8498 MH - 1100 2006 1100 0.9 $2,800 100% $2,800

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 225 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ HEFGMOX1901_A -2011 -8578 MH - 1100 2011 1100 6 $12,000 100% $12,000 HEFS209_A -2006 -8497 MH - 1100 2006 1100 5.7 $7,000 100% $7,000 HEFGMOX1902_A -2011 -8579 MH - 1100 2011 1100 6.2 $12,300 100% $12,300 HEFS208Dum_A -2006 -8496 MH - 1100 2006 1100 0.9 $2,800 100% $2,800 HEFS207Dum_A -2006 -8495 MH - 1100 2006 1100 0.9 $2,800 100% $2,800 HEFS206_A -2006 -8494 MH - 1100 2006 1100 3.8 $4,500 100% $4,500 HEFS205_A -2006 -8493 MH - 1100 2006 1100 3.9 $4,500 100% $4,500 HEFS204Dum_A -2006 -8492 MH - 1100 2006 1100 0.9 $3,600 100% $3,600 HEFS203Dum_A -2006 -8491 MH - 1100 2006 1100 0.9 $3,400 100% $3,400 HEFS203_A -2006 -8490 MH - 1100 2006 1100 0.9 $3,400 100% $3,400 HEFS211_A -2006 -8499 MH - 1100 2006 1100 1.5 $3,200 100% $3,200 HEFS201Dum_A -2006 -8488 MH - 1100 2006 1100 0.9 $2,800 100% $2,800 HEFS202Dum_A -2006 -8489 MH - 1100 2006 1100 0.9 $2,800 100% $2,800 HEFS1MH8_A -2006 -8486 MH - 1100 2006 1100 4.6 $1,200 100% $1,200 HEFS1MH5a_A -2006 -8485 MH - 1100 2006 1100 5.1 $8,600 100% $8,600 HEFS1MH4_A -2006 -8484 MH - 1100 2006 1100 5.5 $1,500 100% $1,500

HEFS1MH3a_A -2006 -8483 MH - 1100 2006 1100 5 $1,500 100% $1,500 HEFS1MH26_A -2006 -8482 MH - 1100 2006 1100 5 $7,000 100% $7,000 HEFS1MH25_A -2006 -8481 MH - 1100 2006 1100 4.6 $5,500 100% $5,500

HEFS1MH24_A -2006 -8480 MH - 1100 2006 1100 3.4 $4,500 100% $4,500 HEFS1MH23_A -2006 -8479 MH - 1100 2006 1100 4.7 $5,500 100% $5,500 HEFS1MH22_A -2006 -8478 MH - 1100 2006 1100 6 $8,400 100% $8,400 HEFS1MH18_A -2006 -8477 MH - 1100 2006 1100 6.2 $8,400 100% $8,400

HEFS1MH17_A -2006 -8476 MH - 1100 2006 1100 4.9 $5,500 100% $5,500 HEFS1011 -2006 -8529 MH - 1100 2006 1100 0.8 $3,400 100% $3,400 HEFS310_A -2006 -8513 MH - 1100 2006 1100 3.7 $5,400 100% $5,400

HEFS1007 -2006 -8526 MH - 1100 2006 1100 0.8 $3,400 100% $3,400 HEFS1006 -2006 -8525 MH - 1100 2006 1100 0.8 $3,400 100% $3,400 HEFS1MH9a_A -2006 -8487 MH - 1100 2006 1100 5.3 $1,500 100% $1,500 HEFS212_A -2006 -8500 MH - 1100 2006 1100 2.8 $3,600 100% $3,600 HEFS1009 -2006 -8527 MH - 1100 2006 1100 0.8 $3,400 100% $3,400 HEFS1010 -2006 -8528 MH - 1100 2006 1100 0.8 $3,400 100% $3,400 HEFS1005 -2006 -8524 MH - 1100 2006 1100 0.8 $3,600 100% $3,600 HEFS1003 -2006 -8523 MH - 1100 2006 1100 0.8 $3,400 100% $3,400 HEFS311_A -2006 -8514 MH - 1100 2006 1100 4.7 $5,000 100% $5,000 HEFS309_A -2006 -8512 MH - 1100 2006 1100 3.8 $5,400 100% $5,400 HEFS308Dum_A -2006 -8511 MH - 1100 2006 1100 1.2 $2,900 100% $2,900 HEFS302_A -2006 -8505 MH - 1100 2006 1100 5.2 $5,500 100% $5,500 HEFS213Dum_A -2006 -8501 MH - 1100 2006 1100 0.9 $3,600 100% $3,600 HEFS214Dum_A -2006 -8502 MH - 1100 2006 1100 0.9 $3,600 100% $3,600 HEFS215_A -2006 -8503 MH - 1100 2006 1100 2.5 $4,900 100% $4,900 HEFOX3800-2006 -8519 MH - 1100 2006 1100 8.8 $2,400 100% $2,400 HEFS301_A -2006 -8504 MH - 1100 2006 1100 5 $6,300 100% $6,300 HEFS303_A -2006 -8506 MH - 1100 2006 1100 5.1 $6,300 100% $6,300

HEFS304Dum_A -2006 -8507 MH - 1100 2006 1100 1.2 $2,900 100% $2,900 HEFS307_A -2006 -8510 MH - 1100 2006 1100 4.8 $4,300 100% $4,300 HEFS306Dum_A -2006 -8509 MH - 1100 2006 1100 1.2 $2,400 100% $2,400

HEFS305_A -2006 -8508 MH - 1100 2006 1100 4.6 $5,000 100% $5,000 Merrimac Wastewater Financial Catchment

226 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ ME08_12 -2006 -1033 MH - 1050 2006 1050 4.3 $6,600 44% $2,900 ME08_11 -2006 -1032 MH - 1050 2006 1050 4 $6,600 47% $3,100 ME08_10 -2006 -1031 MH - 1050 2006 1050 2.6 $4,500 82% $3,700 ME08_1 -2006 -1030 MH - 1050 2006 1050 3.2 $4,500 86% $3,900 ME05SP100/B/2 -2006 -1029 MH - 3200 2006 3200 9 $2,900 59% $1,700 ME05SP100/A/8 -2006 -1027 MH - 3200 2006 3200 10 $10,500 74% $7,800 ME08_13 -2006 -1034 MH - 1050 2006 1050 3.5 $5,400 52% $2,800 ME08_20 -2006 -1042 MH - 1050 2006 1050 7.7 $2,100 57% $1,200 ME05SP100/B/1 -2006 -1028 MH - 3200 2006 3200 10.1 $13,300 54% $7,200 ME08_14 -2006 -1035 MH - 1050 2006 1050 3.7 $5,400 52% $2,800 ME08_15 -2006 -1036 MH - 1050 2006 1050 5.7 $1,500 58% $900 ME08_16 -2006 -1037 MH - 1050 2006 1050 4.9 $1,200 51% $600 ME08_17 -2006 -1038 MH - 1050 2006 1050 5 $1,500 53% $800 ME08_18 -2006 -1039 MH - 1050 2006 1050 5 $1,500 36% $600 ME05SP100/A/7 -2006 -1026 MH - 3200 2006 3200 10.4 $14,300 51% $5,300 ME08_2 -2006 -1041 MH - 1050 2006 1050 3.3 $4,800 23% $1,100

ME02SP55-7 -2006 -1016 MH - 1050 2006 1050 5.9 $9,000 2% $200 ME08_19 -2006 -1040 MH - 1050 2006 1050 5.5 $1,500 54% $800 MES01500395M -2011 -3419 MH - 1100 2011 1100 5.8 $9,000 88% $8,000

ME02shaft3k -2006 -1007 MH - 3200 2006 3200 15.4 $2,900 55% $1,200 ME02shaft3m -2006 -1008 MH - 3000 2006 3000 14.4 $2,900 57% $1,300 ME02SP55-1 -2006 -1009 MH - 1050 2006 1050 5.2 $1,500 100% $1,500 ME02SP55-10 -2006 -1010 MH - 1050 2006 1050 6.2 $1,900 69% $1,300

ME02SP55-2 -2006 -1011 MH - 1050 2006 1050 5.3 $1,500 100% $1,500 ME02SP55-3 -2006 -1012 MH - 1050 2006 1050 5.4 $1,500 7% $100 ME02SP55-4 -2006 -1013 MH - 1050 2006 1050 5.5 $9,000 100% $9,000

ME02SP55-9 -2006 -1018 MH - 1050 2006 1050 6.1 $1,900 10% $200 ME02SP55-6 -2006 -1015 MH - 1050 2006 1050 5.8 $9,000 7% $600 ME05SP100/A/6 -2006 -1025 MH - 3200 2006 3200 10.3 $17,300 57% $7,100 ME02SP55-8 -2006 -1017 MH - 1050 2006 1050 6 $11,000 4% $400 ME08_3 -2006 -1043 MH - 1050 2006 1050 2.1 $4,500 24% $1,100 ME05SP100/A/1 -2006 -1020 MH - 3200 2006 3200 13.3 $2,900 47% $1,100 ME05SP100/A/2 -2006 -1021 MH - 3200 2006 3200 13.6 $16,500 52% $6,200 ME05SP100/A/3 -2006 -1022 MH - 3200 2006 3200 12.6 $13,300 54% $5,200 ME05SP100/A/4 -2006 -1023 MH - 3200 2006 3200 11.8 $13,300 56% $5,400 ME05SP100/A/5 -2006 -1024 MH - 3200 2006 3200 10 $17,300 49% $6,100 ME02SP55-5 -2006 -1014 MH - 1050 2006 1050 5.6 $9,000 4% $400 ME02OldSS16 -2006 -3448 MH - 1050 2006 1050 5.9 $9,000 66% $6,000 ME08_E-2 -2006 -1051 MH - 1050 2006 1050 3.5 $5,400 51% $2,800 MES03000024M -2021 -3432 MH - 1100 2021 1100 2.8 $3,600 49% $1,800 MES03000025M -2021 -3433 MH - 1100 2021 1100 2.9 $3,600 50% $1,800 MES03000026M -2021 -3434 MH - 1100 2021 1100 3 $4,500 47% $2,100 MWF00032 -2011 -50 MH - 1200 2011 1200 3.5 $3,900 76% $3,000 ME02shaft3j -2006 -1006 MH - 750 2006 750 15 $15,500 58% $7,000

ME02SS20-2 -2021 -3451 MH - 1050 2021 1050 9 $19,200 81% $15,600 MES03000022M -2021 -3430 MH - 1100 2021 1100 2.7 $3,600 64% $2,300 ME02OldSS20 -2021 -3449 MH - 1050 2021 1050 5.5 $9,000 72% $6,500

MES03000021M -2021 -3429 MH - 1100 2021 1100 2.7 $3,600 74% $2,600 MES03000034M -2021 -3442 MH - 1100 2021 1100 6.2 $8,400 95% $8,000

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 227 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ MES03000033M -2021 -3441 MH - 1100 2021 1100 5 $7,000 48% $3,300 MES03000032M -2021 -3440 MH - 1100 2021 1100 4.8 $5,500 53% $2,900 MES03000031M -2021 -3439 MH - 1100 2021 1100 4.6 $5,500 47% $2,600 MES03000030M -2021 -3438 MH - 1100 2021 1100 4.7 $5,500 48% $2,600 MES03000029M -2021 -3437 MH - 1100 2021 1100 4.6 $5,500 49% $2,700 MES03000028M -2021 -3436 MH - 1100 2021 1100 3.9 $4,500 83% $3,800 ME02SS20-1 -2021 -3450 MH - 1050 2021 1050 7 $14,100 77% $10,800 MES01500046M -2011 -3421 MH - 1100 2011 1100 3.3 $5,800 73% $4,200 ME08_5 -2006 -1045 MH - 1050 2006 1050 2.3 $4,300 57% $2,400 ME08_6 -2006 -1046 MH - 1050 2006 1050 2.5 $4,500 57% $2,600 ME08_7 -2006 -1047 MH - 1050 2006 1050 3 $5,600 36% $2,000 ME08_8 -2006 -1048 MH - 1050 2006 1050 3.7 $5,600 39% $2,200 ME08_9 -2006 -1049 MH - 1050 2006 1050 2.8 $4,500 71% $3,200 ME08_E-1 -2006 -1050 MH - 1050 2006 1050 4 $6,600 55% $3,600 MES03000027M -2021 -3435 MH - 1100 2021 1100 3.3 $4,500 47% $2,100 MES03000023M -2021 -3431 MH - 1100 2021 1100 2.7 $3,600 49% $1,800

MES01500045M -2011 -3420 MH - 1100 2011 1100 3.4 $5,800 98% $5,700 ME08_4 -2006 -1044 MH - 1050 2006 1050 3 $4,500 57% $2,600 MES01500047M -2011 -3422 MH - 1100 2011 1100 3 $5,600 72% $4,000

MES01500048M -2011 -3423 MH - 1100 2011 1100 2.4 $4,400 74% $3,300 MES01500049M -2011 -3424 MH - 1100 2011 1100 2.4 $4,400 73% $3,200 MES01500050M -2011 -3425 MH - 1100 2011 1100 2.1 $4,400 74% $3,300 MES01500502M -2056 -3483 MH - 1050 2056 1050 3.9 $5,800 100% $5,800

MES01500052M -2011 -3427 MH - 1100 2011 1100 1.4 $4,000 72% $2,900 MES01500503M -2056 -3481 MH - 1050 2056 1050 4.3 $7,000 100% $7,000 S027-SS44_Old -2006 -2807 MH - 2100 2006 2100 6.8 $2,000 5% $100

MWF00062 -2011 -79 MH - 1200 2011 1200 3.1 $3,900 55% $2,200 MWF00076 -2011 -93 MH - 1200 2011 1200 4.3 $7,500 55% $4,100 MWF00045 -2011 -63 MH - 1200 2011 1200 4.5 $4,500 63% $2,900 MWF00046 -2011 -64 MH - 1200 2011 1200 8.1 $16,500 67% $11,000 MWF00047 -2011 -65 MH - 1200 2011 1200 4.3 $6,400 61% $3,900 MWF00048 -2011 -66 MH - 1200 2011 1200 3.9 $5,500 63% $3,500 MWF00049 -2011 -67 MH - 1200 2011 1200 3.9 $5,500 63% $3,500 MWF00050 -2011 -68 MH - 1200 2011 1200 4.5 $6,400 63% $4,000 MWF00051 -2011 -69 MH - 1200 2011 1200 6.1 $9,600 63% $6,100 MWF00052 -2011 -70 MH - 1200 2011 1200 4.7 $4,800 66% $3,200 MWF00053 -2011 -71 MH - 1200 2011 1200 3 $3,900 95% $3,700 MWF00054 -2011 -72 MH - 1000 2011 1000 3 $5,900 86% $5,100 MWF00055 -2011 -73 MH - 1200 2011 1200 3 $3,900 59% $2,300 MWF00057 -2011 -74 MH - 1200 2011 1200 2.6 $3,300 58% $1,900 MWF00043 -2011 -61 MH - 1200 2011 1200 3.2 $3,900 63% $2,500 MWF00068 -2011 -85 MH - 1200 2011 1200 6.8 $11,200 76% $8,500 MWF00034 -2011 -52 MH - 1200 2011 1200 2.6 $3,300 77% $2,600 MWF00074 -2011 -91 MH - 1200 2011 1200 3.8 $6,300 55% $3,500

MWF00073 -2011 -90 MH - 1200 2011 1200 3.4 $6,300 53% $3,300 MWF00072 -2011 -89 MH - 1200 2011 1200 1.5 $3,800 81% $3,100 MWF00071 -2011 -88 MH - 1200 2011 1200 1.5 $2,900 83% $2,400

MWF00060 -2011 -77 MH - 1200 2011 1200 2.8 $3,300 59% $2,000 MWF00070 -2011 -86 MH - 1200 2011 1200 1.5 $4,900 73% $3,600

228 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ MWF00061 -2011 -78 MH - 1200 2011 1200 3 $3,900 68% $2,700 MWF00067 -2011 -84 MH - 1200 2011 1200 7.2 $12,800 76% $9,700 MWF00066 -2011 -83 MH - 1200 2011 1200 7.5 $12,800 80% $10,200 MWF00065 -2011 -82 MH - 1200 2011 1200 3.2 $6,500 83% $5,400 MWF00064 -2011 -81 MH - 1200 2011 1200 3.3 $6,700 85% $5,700 MWF00063 -2011 -80 MH - 1200 2011 1200 3.4 $6,700 55% $3,700 MWF00042 -2011 -60 MH - 1200 2011 1200 3.6 $3,900 63% $2,500 MWF000704 -2011 -87 MH - 1200 2011 1200 3 $6,300 55% $3,500 MWF00022 -2006 -40 MH - 1200 2006 1200 4.6 $8,800 90% $7,900 MES01500053M -2011 -3428 MH - 1050 2011 1050 1.5 $4,000 83% $3,400 MES02600197M -2056 -3485 MH - 1050 2056 1050 5.2 $9,900 100% $9,900 MWF00001 -2006 -19 MH - 1000 2006 1000 1.5 $4,000 98% $3,900 MWF00002 -2006 -20 MH - 1200 2006 1200 1.5 $3,800 93% $3,500 MWF00003 -2006 -21 MH - 1200 2006 1200 3 $6,800 100% $6,800 MWF00004 -2006 -22 MH - 1200 2006 1200 2 $3,300 100% $3,300 MWF00008 -2006 -26 MH - 1200 2006 1200 1.5 $3,800 99% $3,700

MWF00009 -2006 -27 MH - 3500 2006 3500 7 $10,300 100% $10,300 MWF00010 -2006 -28 MH - 1200 2006 1200 1.5 $4,900 94% $4,600 MWF00011 -2006 -29 MH - 1200 2006 1200 1.5 $4,900 78% $3,800

MWF00012 -2006 -30 MH - 1200 2006 1200 4.6 $8,800 95% $8,400 MWF00013 -2006 -31 MH - 1200 2006 1200 1.5 $4,900 95% $4,700 MWF00014 -2006 -32 MH - 1200 2006 1200 1.5 $4,900 84% $4,100 MWF00044 -2011 -62 MH - 1200 2011 1200 3.4 $3,900 63% $2,500

MWF00028 -2011 -46 MH - 1200 2011 1200 4.2 $8,600 73% $6,300 MWF00041 -2011 -59 MH - 1200 2011 1200 4.1 $4,500 63% $2,900 MWF00039 -2011 -57 MH - 1200 2011 1200 4 $4,500 63% $2,900

MWF00035 -2011 -53 MH - 1200 2011 1200 2.8 $3,300 65% $2,200 MWF00033 -2011 -51 MH - 1200 2011 1200 3 $3,900 76% $3,000 MWF00031 -2011 -49 MH - 1200 2011 1200 3.2 $3,900 76% $3,000 MWF00018 -2006 -36 MH - 1200 2006 1200 1.6 $4,900 96% $4,700 MWF00029 -2011 -47 MH - 1200 2011 1200 1.9 $5,200 76% $3,900 MWF00019 -2006 -37 MH - 1200 2006 1200 1.5 $4,900 89% $4,400 MWF00027 -2011 -45 MH - 1200 2011 1200 3.6 $7,500 72% $5,400 MWF00026 -2006 -44 MH - 1200 2006 1200 1.8 $5,200 92% $4,800 MWF00025 -2006 -43 MH - 1200 2006 1200 1.8 $5,200 92% $4,800 MWF00024 -2006 -42 MH - 1200 2006 1200 3.7 $7,500 91% $6,800 MWF00023 -2006 -41 MH - 1200 2006 1200 5.7 $11,000 91% $10,000 MWF00077 -2011 -94 MH - 1200 2011 1200 3.8 $6,300 53% $3,300 MWF00030 -2011 -48 MH - 1200 2011 1200 4.1 $7,700 75% $5,800 ME02shaft2e -2006 -991 MH - 750 2006 750 11.1 $2,700 59% $1,000 MWF00075 -2011 -92 MH - 1200 2011 1200 4.1 $7,700 55% $4,300 ME01Shaft1d -2006 -964 MH - 750 2006 750 9.8 $18,200 65% $11,800 ME01Shaft1e -2006 -965 MH - 750 2006 750 9.3 $15,500 63% $9,700 ME01Shaft1f -2006 -966 MH - 3200 2006 3200 9.3 $16,500 67% $11,100

ME01Shaft1g -2006 -967 MH - 3200 2006 3200 8.9 $15,100 67% $10,100 ME01Shaft1h -2006 -968 MH - 3200 2006 3200 9.6 $17,300 67% $11,600 ME01Shaft1j_ME02Shaft2a -2006 -969 MH - 3200 2006 3200 9.3 $17,300 62% $10,700

ME01SS03-3 -2006 -978 MH - 1050 2006 1050 4 $6,800 38% $2,600 ME02OldSP40 -2006 -981 MH - 5400 2006 5400 5.7 $9,300 80% $7,500

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 229 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ ME02OldSP55 -2006 -983 MH - 2500 2006 2500 5.2 $1,700 4% $100 ME02OldSS1 -2006 -984 MH - 1050 2006 1050 6.3 $11,000 92% $10,100 ME02OldSS67 -2006 -986 MH - 1050 2006 1050 5.7 $10,700 81% $8,700 ME02shaft2b -2006 -988 MH - 750 2006 750 9.6 $15,500 60% $6,000 ME01Shaft1b -2006 -962 MH - 750 2006 750 8.4 $14,100 67% $9,400 ME02shaft2m -2006 -997 MH - 750 2006 750 11.1 $16,200 61% $7,400 ME02shaft3g -2006 -1004 MH - 3200 2006 3200 13.6 $2,900 58% $1,300 ME02shaft3f -2006 -1003 MH - 4900 2006 4900 14.1 $2,900 58% $1,300 ME02shaft3e -2006 -1002 MH - 750 2006 750 13.1 $15,500 56% $6,600 ME02shaft3d -2006 -1001 MH - 3200 2006 3200 12.8 $13,300 58% $5,900 ME02shaft3c -2006 -1000 MH - 750 2006 750 13.4 $12,500 58% $5,500 ME02shaft2c -2006 -989 MH - 750 2006 750 9.8 $15,500 61% $6,000 ME02shaft2n_3a -2006 -998 MH - 3200 2006 3200 11.5 $17,300 60% $7,800 ME02shaft2d -2006 -990 MH - 3200 2006 3200 10.2 $16,500 60% $6,300 ME02shaft2k -2006 -996 MH - 3200 2006 3200 11.7 $26,300 63% $11,900 ME02shaft2j -2006 -995 MH - 750 2006 750 10.8 $24,600 64% $11,300

ME02shaft2h -2006 -994 MH - 750 2006 750 10.2 $24,600 62% $10,900 ME02shaft2g -2006 -993 MH - 3200 2006 3200 9.9 $16,500 58% $6,900 ME02shaft2f -2006 -992 MH - 3200 2006 3200 10.2 $26,300 58% $9,700

ME01Shaft1a -2006 -961 MH - 3200 2006 3200 7.8 $2,300 70% $1,600 ME02shaft3b -2006 -999 MH - 3200 2006 3200 12.5 $13,300 59% $6,000 MWF00097 -2011 -114 MH - 1200 2011 1200 3.9 $3,900 65% $2,600 MWF00079 -2011 -96 MH - 1200 2011 1200 4.7 $1,300 53% $700

MWF00082 -2011 -99 MH - 1200 2011 1200 5.9 $1,700 60% $1,000 MWF00083 -2011 -100 MH - 1200 2011 1200 12.1 $18,900 60% $11,400 MWF00084 -2011 -101 MH - 1200 2011 1200 7.8 $8,100 60% $4,900

MWF00085 -2011 -102 MH - 1200 2011 1200 5.4 $1,700 58% $1,000 MWF00086 -2011 -103 MH - 1200 2011 1200 5.5 $1,700 47% $800 MWF00087 -2011 -104 MH - 1000 2011 1000 6.4 $12,300 69% $8,500 MWF00088 -2011 -105 MH - 1000 2011 1000 7.1 $14,100 56% $7,900 MWF00089 -2011 -106 MH - 1000 2011 1000 6.7 $10,500 65% $6,800 MWF00090 -2011 -107 MH - 1000 2011 1000 8.2 $15,800 65% $10,300 MWF00091 -2011 -108 MH - 6400 2011 6400 10 $19,500 100% $19,500 MWF00092 -2011 -109 MH - 1200 2011 1200 1.5 $4,800 73% $3,500 MWF00093 -2011 -110 MH - 1200 2011 1200 3.2 $6,300 60% $3,800 ME01Shaft1c -2006 -963 MH - 3200 2006 3200 9.9 $19,500 73% $14,200 MWF00110 -2011 -126 MH - 1200 2011 1200 3.2 $6,300 50% $3,200 ME01_0/ME08_21 -2006 -960 MH - 1050 2006 1050 6.6 $1,900 70% $1,300 MWF00116 -2011 -132 MH - 1000 2011 1000 3.2 $4,500 16% $700 MWF00115 -2011 -131 MH - 1200 2011 1200 4.7 $6,000 77% $4,700 MWF00114 -2011 -130 MH - 1200 2011 1200 6.5 $2,000 58% $1,100 MWF00113 -2011 -129 MH - 1200 2011 1200 2 $5,800 72% $4,200 MWF00095 -2011 -112 MH - 1200 2011 1200 2.6 $5,400 60% $3,200 MWF00111 -2011 -127 MH - 1000 2011 1000 1.3 $4,100 85% $3,500

MWF00096 -2011 -113 MH - 1200 2011 1200 3.9 $5,500 64% $3,500 MWF00109 -2011 -125 MH - 1200 2011 1200 3.6 $6,300 65% $4,100 MWF00108 -2011 -124 MH - 2600 2011 2600 6.7 $11,200 100% $11,200

MWF00103 -2011 -120 MH - 1200 2011 1200 3.5 $6,700 82% $5,500 MWF00102 -2011 -119 MH - 1200 2011 1200 6 $7,100 42% $3,000

230 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ MWF00098 -2011 -115 MH - 1200 2011 1200 2 $3,300 46% $1,500 ME02shaft3h -2006 -1005 MH - 3200 2006 3200 13.6 $16,500 58% $9,600 MWF00112 -2006 -128 MH - 1200 2006 1200 3.5 $7,500 94% $7,000 S015-01968M_ME08_0 -2006 -4819 MH - 1100 2006 1100 1.5 $2,400 100% $2,400 S028-00145M_A -2006 -4800 MH - 1100 2006 1100 3 $4,500 100% $4,500 S030-00810M_A -2006 -4801 MH - 1100 2006 1100 4.4 $7,000 65% $4,500 S030-00811M_A -2006 -4802 MH - 1100 2006 1100 2.2 $4,300 100% $4,300 S030-00812M_A -2006 -4803 MH - 1100 2006 1100 1.3 $4,100 100% $4,100 S030-00813M_A -2006 -4804 MH - 1100 2006 1100 1.1 $4,100 100% $4,100 S030-00814M_A -2006 -4805 MH - 1100 2006 1100 0.9 $3,600 56% $2,000 S030-00815M_A -2006 -4806 MH - 1100 2006 1100 0.9 $3,600 56% $2,000 S030-00610M_A -2006 -4812 MH - 1100 2006 1100 4.8 $7,100 100% $7,100 S027-00122M_A -2006 -4814 MH - 1100 2006 1100 5.1 $1,500 100% $1,500 S026-01020M_A -2006 -4816 MH - 1100 2006 1100 5 $9,900 100% $9,900 S026-00821M_A -2021 -4841 MH - 1100 2021 1100 1.6 $4,100 100% $4,100 S015-00656M_A -2006 -4818 MH - 1100 2006 1100 2.9 $4,900 100% $4,900

S028-00108M_A -2006 -4797 MH - 1100 2006 1100 1.3 $3,200 83% $2,600 S015-01192M_A -2011 -4820 MH - 1100 2011 1100 1.4 $4,100 99% $4,100 S015-01193M_A -2011 -4821 MH - 1100 2011 1100 2.3 $4,900 97% $4,800

S015-01194M_A -2011 -4822 MH - 1100 2011 1100 2.6 $4,900 97% $4,800 S015-01195M_A -2011 -4823 MH - 1100 2011 1100 2.6 $4,900 100% $4,900 S015-01185M_A -2016 -4829 MH - 1100 2016 1100 1.9 $4,400 78% $3,400 S015-01186M_A -2016 -4830 MH - 1100 2016 1100 2.7 $4,900 100% $4,900

S015-01187M_A -2016 -4831 MH - 1100 2016 1100 2.7 $4,900 95% $4,700 S015-01188M_A -2016 -4832 MH - 1100 2016 1100 4.4 $7,800 100% $7,800 S015-01189M_A -2016 -4833 MH - 1100 2016 1100 4 $7,800 100% $7,800

S015-01190M_A -2016 -4834 MH - 1100 2016 1100 4.2 $7,800 100% $7,800 S018-00135M_A -2006 -4764 MH - 1050 2006 1050 0.4 $3,700 100% $3,700 S015-00172M_A -2006 -4817 MH - 1100 2006 1100 2.4 $3,700 100% $3,700 S027-00108M_A -2006 -4786 MH - 1100 2006 1100 5.1 $8,600 42% $3,600 S018-00136M_A -2006 -4765 MH - 1050 2006 1050 1.3 $4,200 100% $4,200 S018-00137M_A -2006 -4766 MH - 1050 2006 1050 2.4 $4,500 100% $4,500 S018-00152M_A -2006 -4767 MH - 1050 2006 1050 2.9 $2,600 100% $2,600 S018-00153M_A -2006 -4768 MH - 1050 2006 1050 2.1 $2,600 100% $2,600 S018-00155M_A -2006 -4769 MH - 1050 2006 1050 2.5 $2,600 98% $2,600 S018-00156M_A -2006 -4770 MH - 1050 2006 1050 2.1 $2,600 100% $2,600 S018-00157M_A -2006 -4771 MH - 1050 2006 1050 2 $2,600 95% $2,500 S018-00160M_A -2006 -4772 MH - 1050 2006 1050 2.3 $2,600 100% $2,600 S018-00161M_A -2006 -4773 MH - 1050 2006 1050 2.3 $2,600 100% $2,600 S018-00343M_A -2006 -4774 MH - 1050 2006 1050 2.1 $2,600 100% $2,600 S018-00400M_A -2006 -4775 MH - 1050 2006 1050 2 $2,600 100% $2,600 S028-00139M_A -2006 -4799 MH - 1100 2006 1100 3.5 $4,500 100% $4,500 S027-00106M_A -2006 -4785 MH - 1100 2006 1100 4.7 $6,800 53% $3,600 S028-00138M_A -2006 -4798 MH - 1100 2006 1100 3.8 $4,500 100% $4,500

S027-00109M_A -2006 -4787 MH - 1100 2006 1100 4.6 $6,800 88% $6,000 S027-00114M_A -2006 -4788 MH - 1100 2006 1100 4.6 $6,800 55% $3,700 S027-00115M_A -2006 -4789 MH - 1100 2006 1100 5.5 $9,000 52% $4,700

S027-00116M_A -2006 -4790 MH - 1100 2006 1100 5.6 $9,000 70% $6,300 S027-00121M_A -2006 -4791 MH - 1100 2006 1100 5.2 $9,000 92% $8,300

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 231 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S028-00103M_A -2006 -4792 MH - 1100 2006 1100 3.1 $4,500 100% $4,500 S028-00104M_A -2006 -4793 MH - 1100 2006 1100 3 $4,700 100% $4,700 S028-00105M_A -2006 -4794 MH - 1100 2006 1100 1.5 $3,300 100% $3,300 S028-00106M_A -2006 -4795 MH - 1100 2006 1100 1.3 $3,700 100% $3,700 S028-00107M_A -2006 -4796 MH - 1100 2006 1100 1.4 $3,700 100% $3,700 S026-00822M_A -2021 -4842 MH - 1100 2021 1100 1.4 $4,000 100% $4,000 S018-01031M_A -2006 -4776 MH - 1050 2006 1050 7.3 $7,600 76% $5,800 S029-00352M_A -2021 -4893 MH - 1100 2021 1100 6.4 $10,500 76% $7,900 S029-00022M_A -2021 -4872 MH - 1100 2021 1100 3.1 $4,800 52% $2,500 S029-00023M_A -2021 -4873 MH - 1100 2021 1100 2.6 $2,600 100% $2,600 S029-00024M_A -2021 -4874 MH - 1100 2021 1100 3.6 $4,500 100% $4,500 S029-00025M_A -2021 -4875 MH - 1100 2021 1100 2.5 $2,600 100% $2,600 S029-00026M_A -2021 -4876 MH - 1100 2021 1100 4.8 $5,500 100% $5,500 S029-00027M_A -2021 -4877 MH - 1100 2021 1100 4.8 $4,300 100% $4,300 S029-00028M_A -2021 -4878 MH - 1100 2021 1100 4.7 $5,500 100% $5,500 S029-00029M_A -2021 -4879 MH - 1100 2021 1100 3.4 $4,500 100% $4,500

S029-00030M_A -2021 -4880 MH - 1100 2021 1100 3.5 $4,500 67% $3,000 S029-00031M_A -2021 -4881 MH - 1100 2021 1100 3.6 $5,600 100% $5,600 S015-01191M_A -2016 -4835 MH - 1100 2016 1100 2 $4,900 97% $4,800

S029-00035M_A -2021 -4883 MH - 1100 2021 1100 3 $4,500 75% $3,400 S029-00014M_A -2021 -4869 MH - 1100 2021 1100 2.2 $3,700 100% $3,700 S029-00351M_A -2021 -4892 MH - 1100 2021 1100 6.4 $1,900 71% $1,300 S029-00339M_A -2021 -4891 MH - 1100 2021 1100 5.4 $8,600 100% $8,600

S029-00042M_A -2021 -4890 MH - 1100 2021 1100 4.3 $5,500 86% $4,700 S029-00041M_A -2021 -4889 MH - 1100 2021 1100 4 $4,100 83% $3,400 S029-00040M_A -2021 -4888 MH - 1100 2021 1100 2.3 $3,600 93% $3,300

S029-00039M_A -2021 -4887 MH - 1100 2021 1100 2.2 $3,600 87% $3,100 S029-00038M_A -2021 -4886 MH - 1100 2021 1100 2.2 $3,600 89% $3,200 S029-00037M_A -2021 -4885 MH - 1100 2021 1100 3.2 $4,500 99% $4,500 S029-00036M_A -2021 -4884 MH - 1100 2021 1100 3.1 $4,500 79% $3,600 MES02600199M -2056 -3486 MH - 1050 2056 1050 3.6 $3,400 100% $3,400 MES01500051M -2011 -3426 MH - 1100 2011 1100 1.9 $4,000 72% $2,800 S029-00034M_A -2021 -4882 MH - 1100 2021 1100 5.3 $8,600 93% $8,000 S026-01025M_A -2021 -4856 MH - 1100 2021 1100 2.8 $4,500 100% $4,500 S026-00823M_A -2021 -4843 MH - 1100 2021 1100 1 $4,000 100% $4,000 S026-00877M_A -2021 -4844 MH - 1100 2021 1100 1 $3,900 92% $3,600 S026-00878M_A -2021 -4845 MH - 1100 2021 1100 1.1 $3,900 83% $3,200 S026-00879M_A -2021 -4846 MH - 1100 2021 1100 1.7 $2,400 67% $1,600 S026-00880M_A -2021 -4847 MH - 1100 2021 1100 1 $4,000 52% $2,100 S026-00881M_A -2021 -4848 MH - 1100 2021 1100 1.1 $3,900 59% $2,300 S026-00882M_A -2021 -4849 MH - 1100 2021 1100 1 $3,900 59% $2,300 S026-00883M_A -2021 -4850 MH - 1100 2021 1100 2.7 $4,300 53% $2,300 S026-00884M_A -2021 -4851 MH - 1100 2021 1100 2.6 $4,500 100% $4,500 SS27_LS_Dummy_Node_A -2021 -4852 MH - 1100 2021 1100 1.7 $4,100 100% $4,100

ME05SP100/B/2_A -2021 -4853 MH - 3200 2021 3200 9 $2,900 100% $2,900 S029-00021M_A -2021 -4871 MH - 1100 2021 1100 3.1 $4,800 70% $3,300 S026-01024M_A -2021 -4855 MH - 1100 2021 1100 2.7 $4,500 100% $4,500

S029-00015M_A -2021 -4870 MH - 1100 2021 1100 1.9 $3,300 100% $3,300 S026-01026M_A -2021 -4857 MH - 1100 2021 1100 1.9 $4,000 100% $4,000

232 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S026-01028M_A -2021 -4859 MH - 1100 2021 1100 1.5 $4,000 100% $4,000 S026-01030M_A -2021 -4861 MH - 1100 2021 1100 1.5 $4,000 100% $4,000 S026-01031M_A -2021 -4862 MH - 1100 2021 1100 1.7 $4,000 100% $4,000 S026-01032M_A -2021 -4863 MH - 1100 2021 1100 1.8 $4,100 100% $4,100 S026-01375M_A -2021 -4864 MH - 1100 2021 1100 2.2 $4,500 100% $4,500 S029-00010M_A -2021 -4865 MH - 1100 2021 1100 2.8 $3,700 93% $3,500 S029-00011M_A -2021 -4866 MH - 1100 2021 1100 2.7 $3,700 100% $3,700 S029-00012M_A -2021 -4867 MH - 1100 2021 1100 2.6 $3,700 100% $3,700 S029-00013M_A -2021 -4868 MH - 1100 2021 1100 2.2 $3,700 100% $3,700 S026-01027M_A -2021 -4858 MH - 1100 2021 1100 1.5 $4,000 100% $4,000 S026-01023M_A -2021 -4854 MH - 1100 2021 1100 2.6 $4,500 100% $4,500 S015-02705M_A -2056 -4644 MH - 1050 2056 1050 3.2 $5,600 100% $5,600 S015-02568M_A -2056 -4632 MH - 1050 2056 1050 2.8 $4,400 100% $4,400 S015-02571M_A -2056 -4633 MH - 1050 2056 1050 5.4 $10,200 100% $10,200 S015-02577M_A -2056 -4634 MH - 1050 2056 1050 5.5 $10,200 100% $10,200 S015-02579M_A -2056 -4635 MH - 1050 2056 1050 2.6 $4,900 100% $4,900

S015-02580M_A -2056 -4636 MH - 1050 2056 1050 2.9 $4,900 100% $4,900 S015-02582M_A -2056 -4637 MH - 1050 2056 1050 3 $6,200 100% $6,200 S015-02583M_A -2056 -4638 MH - 1050 2056 1050 3.1 $6,400 100% $6,400

S015-02584M_A -2056 -4639 MH - 1050 2056 1050 2.2 $4,900 100% $4,900 S015-02589M_A -2056 -4640 MH - 1050 2056 1050 2.4 $4,900 100% $4,900 S015-02595M_A -2056 -4641 MH - 1100 2056 1100 4.5 $7,000 100% $7,000 S018-00490M_A -2056 -4661 MH - 1050 2056 1050 1.8 $2,400 100% $2,400

S015-02609M_A -2056 -4643 MH - 1050 2056 1050 4.6 $7,100 100% $7,100 S015-02563M_A -2056 -4629 MH - 1050 2056 1050 2.5 $4,900 100% $4,900 S015-02706M_A -2056 -4645 MH - 1050 2056 1050 3.3 $5,400 100% $5,400

S015-02707M_A -2056 -4646 MH - 1050 2056 1050 3.8 $5,800 100% $5,800 S015-02710M_A -2056 -4647 MH - 1050 2056 1050 2.9 $4,300 100% $4,300 S015-02711M_A -2056 -4648 MH - 1050 2056 1050 3.1 $5,800 100% $5,800 S015-02712M_A -2056 -4649 MH - 1050 2056 1050 3.5 $5,800 100% $5,800 S015-02713M_A -2056 -4650 MH - 1050 2056 1050 4.1 $7,000 100% $7,000 S015-02714M_A -2056 -4651 MH - 1050 2056 1050 3.8 $5,800 100% $5,800 S015-02715M_A -2056 -4652 MH - 1050 2056 1050 4 $7,000 100% $7,000 S015-02716M_A -2056 -4653 MH - 1050 2056 1050 4.2 $7,000 100% $7,000 S015-02717M_A -2056 -4654 MH - 1050 2056 1050 4.5 $7,100 100% $7,100 S018-00489M_A -2056 -4660 MH - 1050 2056 1050 1.6 $2,400 100% $2,400 S015-02601M_A -2056 -4642 MH - 1050 2056 1050 4.8 $7,100 100% $7,100 MU11_div_MH4 -2006 -3499 MH - 1200 2006 1200 2.3 $6,100 52% $3,200 S026-01029M_A -2021 -4860 MH - 1100 2021 1100 1.4 $4,200 100% $4,200 S018-00099M_A -2006 -4763 MH - 1050 2006 1050 1.6 $4,000 100% $4,000 MES02600202M -2056 -3488 MH - 1050 2056 1050 3.3 $3,400 100% $3,400 MES02600201M -2056 -3487 MH - 1050 2056 1050 3 $5,400 100% $5,400 MES02600203M -2056 -3489 MH - 1050 2056 1050 4.4 $4,100 100% $4,100 MES02600204M -2056 -3490 MH - 1050 2056 1050 4.4 $6,600 100% $6,600

MES02600205M -2056 -3491 MH - 1050 2056 1050 3.4 $5,400 100% $5,400 MES02600198M -2056 -3492 MH - 1050 2056 1050 2.5 $4,300 100% $4,300 MES02600200M -2056 -3493 MH - 1050 2056 1050 2.9 $2,600 100% $2,600

MES02600206M -2056 -3494 MH - 1050 2056 1050 5.2 $1,500 100% $1,500 MES02600196M -2056 -3495 MH - 1000 2056 1000 3.9 $5,800 100% $5,800

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 233 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S015-02568AM_A -2056 -4631 MH - 1050 2056 1050 2.9 $4,400 100% $4,400 MU11_div_MH3 -2006 -3498 MH - 1200 2006 1200 3.1 $7,500 52% $3,900 S015-02564M_A -2056 -4630 MH - 1050 2056 1050 2.2 $4,900 100% $4,900 MU11_div_MH5 -2006 -3500 MH - 1200 2006 1200 2.1 $5,800 52% $3,000 MU11_div_MH7 -2006 -3501 MH - 1200 2006 1200 2.7 $5,800 52% $3,000 MU11_div_MH6 -2006 -3502 MH - 1200 2006 1200 2.4 $5,800 52% $3,000 S015-00514M_A -2056 -4617 MH - 1100 2056 1100 6.5 $11,000 100% $11,000 S015-00526M_A -2056 -4618 MH - 1100 2056 1100 4.2 $5,800 100% $5,800 S015-00527M_A -2056 -4619 MH - 1100 2056 1100 5.6 $7,400 100% $7,400 S015-00529M_A -2056 -4621 MH - 1100 2056 1100 6 $11,000 100% $11,000 S015-00532M_A -2056 -4623 MH - 1100 2056 1100 6 $11,000 100% $11,000 S015-02541M_A -2056 -4627 MH - 1050 2056 1050 1.9 $4,400 100% $4,400 S015-02549M_A -2056 -4628 MH - 1050 2056 1050 1.9 $4,400 100% $4,400 S015-00531M_A -2056 -4622 MH - 1100 2056 1100 6 $11,000 100% $11,000 MU11_div_MH2 -2006 -3497 MH - 1200 2006 1200 1.7 $4,900 100% $4,900 S018-00053M_A -2006 -4753 MH - 1050 2006 1050 4 $5,500 100% $5,500

S015-00557M_A -2056 -4715 MH - 1100 2056 1100 3.4 $5,600 100% $5,600 S015-00556M_A -2056 -4716 MH - 1100 2056 1100 4.5 $7,100 100% $7,100 S015-00524M_A -2056 -4717 MH - 1100 2056 1100 4.1 $6,600 100% $6,600

S026-00640M_A -2056 -4718 MH - 1100 2056 1100 1.7 $3,800 100% $3,800 S026-00635M_A -2056 -4719 MH - 1050 2056 1050 1.7 $4,100 100% $4,100 S015-00140M_A -2006 -4726 MH - 1100 2006 1100 1.8 $4,400 66% $2,900 S015-00143M_A -2006 -4727 MH - 1100 2006 1100 1 $4,100 65% $2,700

S015-00144M_A -2006 -4728 MH - 1100 2006 1100 1.7 $3,200 77% $2,500 S018-00001M_A -2006 -4746 MH - 1050 2006 1050 2.5 $3,600 100% $3,600 S018-00015M_A -2006 -4747 MH - 1050 2006 1050 2.5 $2,600 100% $2,600

S018-00024M_A -2006 -4748 MH - 1050 2006 1050 3.3 $3,400 96% $3,300 ME02shaft3m_A -2056 -4714 MH - 5000 2056 5000 14.4 $2,900 100% $2,900 S018-00052M_A -2006 -4752 MH - 1050 2006 1050 3.5 $4,800 100% $4,800 S018-00046M_A -2006 -4749 MH - 1050 2006 1050 4.3 $4,100 100% $4,100 S018-00054M_A -2006 -4754 MH - 1050 2006 1050 4.2 $5,800 100% $5,800 S018-00074M_A -2006 -4755 MH - 1050 2006 1050 1.5 $4,200 100% $4,200 S018-00075M_A -2006 -4756 MH - 1050 2006 1050 2.1 $4,500 98% $4,500 S018-00076M_A -2006 -4757 MH - 1050 2006 1050 2.3 $4,500 98% $4,500 S018-00077M_A -2006 -4758 MH - 1050 2006 1050 1.8 $4,000 100% $4,000 S018-00078M_A -2006 -4759 MH - 1050 2006 1050 1.8 $4,000 100% $4,000 S018-00079M_A -2006 -4760 MH - 1050 2006 1050 1.6 $4,000 100% $4,000 S018-00491M_A -2056 -4662 MH - 1050 2056 1050 2.2 $2,600 100% $2,600 S015-00528M_A -2056 -4620 MH - 1100 2056 1100 4.7 $5,900 100% $5,900 S018-00097M_A -2006 -4761 MH - 1050 2006 1050 6.9 $14,800 73% $10,800 S018-00098M_A -2006 -4762 MH - 1050 2006 1050 1 $4,200 93% $3,900 S018-00050M_A -2006 -4750 MH - 1050 2006 1050 3.6 $5,800 100% $5,800 S026-01088M_A -2056 -4682 MH - 1100 2056 1100 2.7 $4,700 100% $4,700 S026-00466M_A -2056 -4668 MH - 1100 2056 1100 6.2 $13,000 100% $13,000

S026-00468M_A -2056 -4670 MH - 1100 2056 1100 4.6 $5,900 100% $5,900 S026-00469M_A -2056 -4671 MH - 1100 2056 1100 4.3 $7,000 100% $7,000 S018-00051M_A -2006 -4751 MH - 1050 2006 1050 3.3 $3,400 100% $3,400

ME02shaft3k_A -2056 -4713 MH - 3000 2056 3000 15.4 $2,900 100% $2,900 S026-00471M_A -2056 -4673 MH - 1100 2056 1100 4 $7,000 100% $7,000

234 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ S026-00472M_A -2056 -4674 MH - 1100 2056 1100 4.1 $7,000 100% $7,000 S026-01033M_A -2056 -4675 MH - 1100 2056 1100 2.6 $4,700 100% $4,700 S026-01034M_A -2056 -4676 MH - 1100 2056 1100 3.5 $7,500 100% $7,500 S026-00467M_A -2056 -4669 MH - 1100 2056 1100 5.2 $9,000 100% $9,000 S026-01037M_A -2056 -4679 MH - 1100 2056 1100 2.8 $4,700 100% $4,700 S026-00470M_A -2056 -4672 MH - 1100 2056 1100 4.2 $7,000 100% $7,000 ME02OldSS16_A -2056 -4695 MH - 1050 2056 1050 5.9 $9,000 100% $9,000 S015-00170M_A -2056 -4702 MH - 1100 2056 1100 2.7 $4,500 100% $4,500 ME02shaft3c_A -2056 -4706 MH - 750 2056 750 13.4 $12,500 100% $12,500 S026-01035M_A -2056 -4677 MH - 1100 2056 1100 3.5 $5,800 100% $5,800 ME02shaft3g_A -2056 -4710 MH - 3000 2056 3000 13.6 $2,900 100% $2,900 ME02shaft3h_A -2056 -4711 MH - 3000 2056 3000 13.6 $16,500 100% $16,500 ME02shaft3f_A -2056 -4709 MH - 5000 2056 5000 14.1 $2,900 100% $2,900 ME02shaft3d_A -2056 -4707 MH - 3000 2056 3000 12.8 $13,300 100% $13,300 ME02shaft3e_A -2056 -4708 MH - 750 2056 750 13.1 $15,500 100% $15,500 ME02shaft3b_A -2056 -4705 MH - 3000 2056 3000 12.5 $13,300 100% $13,300

ME02shaft2n_3a_A -2056 -4704 MH - 3000 2056 3000 11.5 $17,300 100% $17,300 ME02shaft3j_A -2056 -4712 MH - 750 2056 750 15 $15,500 100% $15,500 ME02shaft2m_A -2056 -4703 MH - 750 2056 750 11.1 $16,200 100% $16,200

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 235 of 256

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ Elanora Wastewater Financial Catchment S004-01206M_A -2056 -4557 MH - 1000 2056 1000 2 $4,300 100% $4,300 S004-00439M_A -2006 -4587 MH - 1100 2006 1100 4.6 $6,800 100% $6,800 S001-00690M_A -2056 -4564 MH - 1100 2056 1100 6.5 $13,000 100% $13,000 S004-00438M_A -2006 -4586 MH - 1100 2006 1100 4.7 $7,100 100% $7,100 S004-00430M_A -2006 -4585 MH - 1100 2006 1100 4.3 $6,800 100% $6,800 S004-00377M_A -2006 -4584 MH - 1100 2006 1100 2.9 $4,500 81% $3,700 S016-00075M_A -2056 -4580 MH - 1100 2056 1100 2.4 $3,700 100% $3,700 S016-00154M_A -2056 -4582 MH - 1100 2056 1100 1.9 $2,400 100% $2,400 S016-00076M_A -2056 -4581 MH - 1100 2056 1100 1.7 $3,300 100% $3,300 S001-00691M_A -2056 -4565 MH - 1100 2056 1100 5 $9,900 100% $9,900 S004-00050M_A -2006 -4605 MH - 1100 2006 1100 3.7 $5,400 100% $5,400 S001-00627M_A -2056 -4563 MH - 1100 2056 1100 4.5 $9,000 100% $9,000 S004-00440M_A -2006 -4588 MH - 1100 2006 1100 4.2 $6,800 100% $6,800 S016-00156M_A -2056 -4583 MH - 1100 2056 1100 1.7 $2,400 100% $2,400 S005-00521M_A -2006 -4600 MH - 1100 2006 1100 4.2 $6,600 100% $6,600

S004-00629M_A -2056 -4556 MH - 1100 2056 1100 2.5 $4,700 100% $4,700 S004-00283M_A -2056 -4539 MH - 1100 2056 1100 1.2 $3,900 100% $3,900 S001-01094M_A -2021 -4615 MH - 1100 2021 1100 5.9 $7,000 65% $4,500

S001-01097M_A -2021 -4616 MH - 1100 2021 1100 5.7 $5,500 77% $4,200 S005-00001M_A -2006 -4608 MH - 1100 2006 1100 5.1 $1,500 100% $1,500 S005-00520M_A -2006 -4599 MH - 1100 2006 1100 4.1 $6,600 100% $6,600 S004-00104M_A -2006 -4606 MH - 1100 2006 1100 3.7 $5,800 84% $4,900

S004-00442M_A -2006 -4589 MH - 1100 2006 1100 5.1 $8,600 100% $8,600 S005-00511M_A -2006 -4595 MH - 1100 2006 1100 4.1 $6,800 100% $6,800 S004-01039M_A -2006 -4594 MH - 1100 2006 1100 2.7 $4,300 55% $2,400

S004-01038M_A -2006 -4593 MH - 1100 2006 1100 3.6 $5,400 100% $5,400 S004-01037M_A -2006 -4592 MH - 1100 2006 1100 3.3 $5,600 93% $5,200 S004-00444M_A -2006 -4591 MH - 1100 2006 1100 5.6 $8,600 90% $7,800 S004-00443M_A -2006 -4590 MH - 1100 2006 1100 4.9 $7,100 100% $7,100 S004-00105M_A -2006 -4607 MH - 1100 2006 1100 3.7 $5,400 67% $3,600 S004-00362M_A -2056 -4544 MH - 1100 2056 1100 2 $4,300 100% $4,300 S004-00592M_A -2056 -4555 MH - 1100 2056 1100 1.4 $4,100 100% $4,100 S004-00358M_A -2056 -4540 MH - 1100 2056 1100 2.5 $4,500 100% $4,500 S004-00359M_A -2056 -4541 MH - 1100 2056 1100 2.3 $4,900 100% $4,900 S004-00361M_A -2056 -4543 MH - 1100 2056 1100 2 $4,500 100% $4,500 S004-00365M_A -2056 -4545 MH - 1100 2056 1100 2.6 $4,500 100% $4,500 S004-00383M_A -2056 -4546 MH - 1100 2056 1100 3.6 $5,600 100% $5,600 S004-00421M_A -2056 -4547 MH - 1100 2056 1100 3.8 $5,600 100% $5,600 S004-00431M_A -2056 -4553 MH - 1100 2056 1100 4.3 $6,800 100% $6,800 S004-00423M_A -2056 -4549 MH - 1100 2056 1100 3.8 $5,600 100% $5,600 S004-00424M_A -2056 -4550 MH - 1100 2056 1100 3.7 $5,600 100% $5,600 S004-00591M_A -2056 -4554 MH - 1100 2056 1100 2.7 $3,600 100% $3,600 S004-00425M_A -2056 -4551 MH - 1100 2056 1100 4.3 $6,800 100% $6,800

S004-00426M_A -2056 -4552 MH - 1100 2056 1100 3.9 $5,600 100% $5,600 S004-00422M_A -2056 -4548 MH - 1100 2056 1100 3.8 $5,600 100% $5,600 S004-00360M_A -2056 -4542 MH - 1100 2056 1100 2.3 $4,500 100% $4,500

ME05SP100/A/7 -2006 -1026 MH - 3200 2006 3200 10.4 $14,300 51% $2,000 ME02shaft3k -2006 -1007 MH - 3200 2006 3200 15.4 $2,900 55% $400

236 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Total Cost IC Cost Item Identification Description Year Diameter Depth % IC 2004$ 2004$ ME02shaft3m -2006 -1008 MH - 3000 2006 3000 14.4 $2,900 57% $400 ME05SP100/A/6 -2006 -1025 MH - 3200 2006 3200 10.3 $17,300 57% $2,800 ME05SP100/A/1 -2006 -1020 MH - 3200 2006 3200 13.3 $2,900 47% $400 ME05SP100/A/2 -2006 -1021 MH - 3200 2006 3200 13.6 $16,500 52% $2,400 ME05SP100/A/3 -2006 -1022 MH - 3200 2006 3200 12.6 $13,300 54% $2,000 ME05SP100/A/4 -2006 -1023 MH - 3200 2006 3200 11.8 $13,300 56% $2,100 ME05SP100/A/5 -2006 -1024 MH - 3200 2006 3200 10 $17,300 49% $2,400 ME02shaft3j -2006 -1006 MH - 750 2006 750 15 $15,500 58% $2,000 ME02shaft2e -2006 -991 MH - 750 2006 750 11.1 $2,700 59% $600 ME02shaft2b -2006 -988 MH - 750 2006 750 9.6 $15,500 60% $3,300 ME02shaft2m -2006 -997 MH - 750 2006 750 11.1 $16,200 61% $2,500 ME02shaft3g -2006 -1004 MH - 3200 2006 3200 13.6 $2,900 58% $400 ME02shaft3f -2006 -1003 MH - 4900 2006 4900 14.1 $2,900 58% $400 ME02shaft3e -2006 -1002 MH - 750 2006 750 13.1 $15,500 56% $2,100 ME02shaft3d -2006 -1001 MH - 3200 2006 3200 12.8 $13,300 58% $1,800 ME02shaft3c -2006 -1000 MH - 750 2006 750 13.4 $12,500 58% $1,700

ME02shaft2c -2006 -989 MH - 750 2006 750 9.8 $15,500 61% $3,400 ME02shaft2n_3a -2006 -998 MH - 3200 2006 3200 11.5 $17,300 60% $2,600 ME02shaft2d -2006 -990 MH - 3200 2006 3200 10.2 $16,500 60% $3,600

ME02shaft2k -2006 -996 MH - 3200 2006 3200 11.7 $26,300 63% $4,600 ME02shaft2j -2006 -995 MH - 750 2006 750 10.8 $24,600 64% $4,400 ME02shaft2h -2006 -994 MH - 750 2006 750 10.2 $24,600 62% $4,300 ME02shaft2g -2006 -993 MH - 3200 2006 3200 9.9 $16,500 58% $2,700

ME02shaft2f -2006 -992 MH - 3200 2006 3200 10.2 $26,300 58% $5,500 ME02shaft3b -2006 -999 MH - 3200 2006 3200 12.5 $13,300 59% $1,900

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$

Pumps Beenleigh Wastewater Financial Catchment

Pump Station - MELROSE PLACE, BE20_2006 2006 101.7 58.94 173.5 $1,095,700 94% $1,026,500 EAGLEBY Pump Station - MELROSE PLACE, BE20_2056 2056 219.1 35.04 119 $1,212,900 87% $1,060,400 EAGLEBY

Pump Station - IOLANTHE STREET, BE34_2006 2006 0 24.64 9.5 $79,600 100% $79,600 WINDAROO Pump Station - IOLANTHE STREET, BE34_2056 2056 70.1 24.64 76.2 $596,000 100% $596,000 WINDAROO Pump Station - YVONNE COURT, BE36_2006 2006 26.5 21.97 0 $107,200 100% $107,200 MOUNT WARREN PARK Pump Station - ANNA LOUISE BE42_2006 2006 112.8 44.25 34.3 $552,800 91% $505,600 TERRACE, WINDAROO

Pump Station - ANNA LOUISE BE42_2056 2056 97.7 41.85 46.3 $563,400 89% $502,900 TERRACE, WINDAROO Pump Station - SPANNS ROAD, BE47_2006 2006 380.4 985.97 0 $1,334,900 60% $795,700 BEENLEIGH

Pump Station - SPANNS ROAD, BE47_2056 2056 535.8 985.97 0 $1,751,400 58% $1,012,200 BEENLEIGH Pump Station - PIMPAMA STREET, PS03_2011 2011 93.1 35.34 140.8 $1,152,700 96% $1,109,900 WATERFORD

Pump Station - PIMPAMA STREET, PS03_2056 2056 150 35.34 139.5 $1,347,400 95% $1,276,500 WATERFORD

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 237 of 256

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - NEAR PS4_2006 2006 142 412.81 0 $2,248,700 88% $1,971,600 GLASTONBURY DRIVE, BETHANIA Pump Station - NEAR PS4_2056 2056 247.5 412.81 0 $837,700 48% $403,200 GLASTONBURY DRIVE, BETHANIA Pump Station - ROCHESTER DRIVE, PS6_2006 2006 381 915.8 0 $5,157,700 86% $4,420,300 MOUNT WARREN PARK Pump Station - ROCHESTER DRIVE, PS6_2056 2056 267.9 915.8 0 $1,007,300 52% $520,800 MOUNT WARREN PARK Pump Station - FEDERATION SC3_2056 2056 23.5 20.61 8.8 $178,900 100% $178,900 DRIVE, BETHANIA

Pump Station - EDINBURGH DRIVE, WA3_2006 2006 3 17.07 7.8 $66,500 67% $44,500 BETHANIA Pump Station - EDINBURGH DRIVE, WA3_2056 2056 3.5 17.07 3.5 $85,800 88% $75,700 BETHANIA

Stapylton Wastewater Financial Catchment Pump Station - NEAR HESTER BE35_2006 2006 290.5 88.06 0 $900,300 99% $888,300 ROAD, YATALA Pump Station - NEAR HESTER BE35_2056 2056 135.3 74.36 202.2 $1,317,400 99% $1,306,700 ROAD, YATALA Pump Station - PACIFIC HIGHWAY, BE44_2006 2006 0.8 56.71 0 $32,500 100% $32,500 YATALA Pump Station - STAPYLTON BE45_2006 2006 32.7 9.66 3.8 $146,800 51% $75,000 JACOBS WELL ROAD, STAPYLTON Pump Station - STAPYLTON BE45_2056 2056 46.1 3.46 75.9 $528,800 58% $305,400 JACOBS WELL ROAD, STAPYLTON Pump Station - CUTHBERT DRIVE, DA1_2006 2006 314.4 61.52 287.8 $1,251,100 11% $134,000 YATALA Pump Station - CUTHBERT DRIVE, DA1_2056 2056 270.9 51.32 106.6 $1,318,900 67% $877,500 YATALA Pump Station - NEAR OCTAL DA3_2006 2006 0.6 11.53 6.3 $74,500 100% $74,500 STREET, YATALA Pump Station - HALFWAY DRIVE, DA6_2006 2006 83 28.55 89.2 $677,400 55% $375,000 ORMEAU Pump Station - HALFWAY DRIVE, DA6_2056 2056 119.1 27.55 147.9 $1,030,900 54% $557,300 ORMEAU Pump Station - BURNSIDE ROAD, DA8_2006 2006 12.2 20.87 0 $83,800 100% $83,800 ORMEAU Pump Station - GAWAN DRIVE, OR1_2006 2006 106.8 65.95 0 $333,600 100% $333,600 ORMEAU Pump Station - GAWAN DRIVE, OR1_2016 2016 0 65.95 90.6 $430,100 100% $430,100 ORMEAU Pump Station - GAWAN DRIVE, OR1_2056 2056 124.3 65.95 86.7 $807,100 100% $807,100 ORMEAU Pump Station - LAHR'S ROAD, OR3 2006 44 40.26 0 $389,800 88% $342,800 ORMEAU Pump Station - LAHR'S ROAD, OR3_2006 2006 78.9 40.26 0 $241,800 99% $239,400 ORMEAU Pump Station - LAHR'S ROAD, OR3_2056 2056 39 40.26 129.4 $724,900 100% $722,600 ORMEAU Pump Station - NEAR GOLDMINE OR5_2016 2016 172.3 100.91 0 $544,500 100% $544,500 ROAD, ORMEAU Pump Station - NEAR GOLDMINE OR5_2056 2056 275.9 100.91 0 $858,000 100% $858,000 ROAD, ORMEAU Pump Station - GOLDMINE ROAD, OR6_2006 2006 4.9 21.94 0 $65,300 100% $65,300 ORMEAU Pump Station - GREYHOUND ROAD, PS1_2011 2011 85.4 54.22 0 $578,300 100% $578,300 ORMEAU Pump Station - GREYHOUND ROAD, PS1_2056 2056 71.6 54.22 0 $223,100 100% $223,100 ORMEAU

Pump Station - WOOLSHED ROAD, STF5_2056 2056 87.3 18.1 250.7 $1,483,500 100% $1,483,500 STAPYLTON

238 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pimpama Wastewater Financial Catchment

Pump Station - RAGAMUFFIN DRIVE CO16_2011 2011 20.39 76 0 $113,600 92% $104,200 WEST, 837/SP1, COOMERA Pump Station - RAGAMUFFIN DRIVE CO16_2056 2056 20.39 76 0 $113,600 92% $104,200 WEST, 837/SP1, COOMERA

Pump Station - PACIFIC PINES CT2_2006 2006 0 13.82 96 $444,500 100% $444,500 BOULEVARDE, Pump Station - WOOGOOMPAH JW1_2009 2011 26.9 26.48 24.67 $427,300 100% $427,300 ROAD, JACOBS WELL Pump Station - RESERVE ROAD, PA1_2011 2011 38.8 111.21 130.05 $740,600 100% $740,600 3/RP900718, UPPER COOMERA Pump Station - RESERVE ROAD, PA1_2056 2056 22.2 103.8 0 $120,600 100% $120,600 3/RP900718, UPPER COOMERA

Pump Station - FOXWELL ROAD, PA9_2006 2006 147 566.81 0 $2,926,800 100% $2,926,800 COOMERA Pump Station - FOXWELL ROAD, PA9_2011 2011 261.2 544.94 0 $907,400 97% $884,100 2/SP103979, COOMERA Pump Station - FOXWELL ROAD, PA9_2056 2056 277.1 566.23 373.43 $2,562,100 99% $2,537,800 2/SP103979, COOMERA Pump Station - 314 FOXWELL PSI_2009 2011 29.69 56.21 258.63 $1,528,300 100% $1,528,300 ROAD, COOMERA Pump Station - FOXWELL ROAD, PSJ_2008 2011 41.86 41.69 295.93 $1,661,100 100% $1,661,100 108/SP104053, COOMERA Pump Station - 36 CABBAGE TREE PSN_2009 2011 21.96 15.08 16.95 $332,600 100% $332,600 POINT ROAD, STEIGLITZ Pump Station - 65 HELMORE ROAD, PSO_2009 2011 14.93 13.3 26.88 $354,500 100% $354,500 JACOBS WELL Pump Station - Boundary of PSP_2011 2011 12.66 32.19 168.08 $1,031,800 98% $1,008,700 0/SP137595 and 0/S, COOMERA Pump Station - KERKIN ROAD WWTPPS 2011 488.83 17.07 9631.17 $42,954,000 100% $42,954,000 NORTH, 1/RP903492, PIMPAMA Coombabah Wastewater Financial Catchment Pump Station - RADFORD STREET, A1_2006 2006 162.35 217.63 0 $539,100 93% $503,800 SOUTHPORT

Pump Station - RADFORD STREET, A1_2056 2056 214.26 217.63 386.04 $2,352,200 100% $2,352,200 SOUTHPORT Pump Station - ASHMORE ROAD, A100_2006 2006 2.01 21.72 0 $39,800 97% $38,800 BENOWA

Pump Station - ASHMORE ROAD, A100_2056 2056 4.97 21.72 10.89 $154,300 100% $154,300 BENOWA A102_2006 Pump Station - ROAD, BUNDALL 2006 1466.12 3022.75 0 $4,681,500 100% $4,681,500 A102_2056 Pump Station - ROAD, BUNDALL 2056 1774.56 3022.75 0 $5,508,100 100% $5,508,100 Pump Station - REBHOLZ DRIVE, A103_2056 2056 2.47 19.46 0 $44,900 100% $44,900 BENOWA Pump Station - KING STREET, A11_2056 2056 4.7 32.28 0 $67,200 100% $67,200 SOUTHPORT Pump Station - MAL BURKE A12_2006 2006 45.01 127.08 10.55 $257,200 90% $231,500 STREET, SOUTHPORT Pump Station - MAL BURKE A12_2056 2056 58.73 127.08 182.93 $1,015,100 100% $1,015,100 STREET, SOUTHPORT Pump Station - BENOWA ROAD, A13_2006 2006 0 117.9 0 $26,900 100% $26,900 SOUTHPORT Pump Station - FERRY ROAD, A14_2006 2006 36.21 94.25 0 $141,800 100% $141,800 SOUTHPORT Pump Station - FERRY ROAD, A14_2056 2056 40.68 94.25 0 $154,600 100% $154,600 SOUTHPORT Pump Station - WHELAN STREET, A15_2006 2006 0 9.54 0 $4,200 95% $4,000 SURFERS PARADISE Pump Station - WHELAN STREET, A15_2056 2056 1.13 8.99 13.26 $125,700 100% $125,700 SURFERS PARADISE

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 239 of 256

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - ASHMORE ROAD, A16_2006 2006 21.92 44.53 20.94 $241,900 94% $227,300 BENOWA Pump Station - ASHMORE ROAD, A16_2056 2056 26.72 44.53 10.5 $199,600 100% $199,600 BENOWA Pump Station - ALLAWAH STREET, A17_2006 2006 19.52 38.66 0 $104,200 45% $46,700 BUNDALL Pump Station - ALLAWAH STREET, A17_2056 2056 22.87 36.71 0 $108,500 100% $108,500 BUNDALL Pump Station - FRANK STREET, A18_2006 2006 32.86 94.21 0 $131,900 98% $129,200 LABRADOR

Pump Station - FRANK STREET, A18_2056 2056 38.37 94.21 43.96 $400,800 100% $400,800 LABRADOR Pump Station - PARKER STREET, A19_2006 2006 18.31 18.54 0 $96,500 99% $95,800 LABRADOR

Pump Station - PARKER STREET, A19_2056 2056 23.19 18.94 31.82 $296,700 100% $296,700 LABRADOR Pump Station - MARINE PARADE, A2_2021 2021 192 425.84 0 $672,500 100% $672,500 SOUTHPORT Pump Station - BAILEY CRESCENT, A22_2006 2006 39.94 209.4 392.41 $1,860,400 83% $1,542,200 SOUTHPORT Pump Station - BAILEY CRESCENT, A22_2056 2056 51.64 209.4 149.72 $875,000 100% $875,000 SOUTHPORT Pump Station - SURF PARADE, A25_2006 2006 0 254.53 274.23 $1,231,200 60% $737,100 BROADBEACH Pump Station - ROUNDABOUT, A25_2011 2011 840 251.71 0 $2,409,100 100% $2,409,100 BROADBEACH Pump Station - SURF PARADE, A25_2056 2056 1070.1 251.71 267.3 $4,172,500 100% $4,172,500 BROADBEACH Pump Station - CHELSEA AVENUE, A26_2006 2006 3940.12 316.76 0 $10,731,400 100% $10,723,200 BROADBEACH Pump Station - CHELSEA AVENUE, A26_2056 2056 5720.16 299.95 0 $15,498,300 100% $15,498,300 BROADBEACH Pump Station - SLATYER AVENUE, A28_2006 2006 54.44 183.66 0 $199,500 95% $189,600 SOUTHPORT

Pump Station - SLATYER AVENUE, A28_2056 2056 62.88 183.66 55.03 $525,000 100% $525,000 SOUTHPORT Pump Station - WHELAN STREET, A3_2006 2006 158.34 241.43 579.01 $3,015,300 78% $2,339,500 SURFERS PARADISE Pump Station - WHELAN STREET, A3_2056 2056 189.12 241.43 253.4 $1,711,600 100% $1,711,600 SURFERS PARADISE Pump Station - COLLINS A30_2006 2006 11.78 19.7 0 $82,500 100% $82,300 CRESCENT, BENOWA Pump Station - COLLINS A30_2056 2056 13.89 18.85 0 $86,500 100% $86,500 CRESCENT, BENOWA Pump Station - COMMODORE A32_2006 2006 0 14.23 0 $5,500 100% $5,500 DRIVE, SURFERS PARADISE Pump Station - ST KEVINS AVENUE, A35_2006 2006 10.38 19.54 7.66 $143,600 77% $110,800 BENOWA Pump Station - ST KEVINS AVENUE, A35_2056 2056 19.42 19.74 23.99 $248,800 100% $248,800 BENOWA Pump Station - WATERWAYS A39_2006 2006 0 215.73 0 $47,400 100% $47,400 DRIVE, MAIN BEACH Pump Station - OAK AVENUE, A4_2006 2006 47.42 234.7 189.1 $1,038,900 74% $769,300 SURFERS PARADISE Pump Station - OAK AVENUE, A4_2056 2056 63.08 231.91 251.26 $1,310,700 100% $1,310,700 SURFERS PARADISE

Pump Station - MUIR STREET, A42_2006 2006 39.92 124.64 0 $159,100 100% $159,100 LABRADOR Pump Station - MUIR STREET, A42_2056 2056 46.97 124.64 0 $173,700 100% $173,700 LABRADOR

Pump Station - BLAIR ATHOL A48_2056 2056 3.25 17.3 8.71 $126,500 100% $126,500 CRESCENT, BUNDALL

240 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - DUNKEITH AVENUE, A49_2006 2006 7.19 39.04 0 $81,200 99% $80,000 BENOWA Pump Station - DUNKEITH AVENUE, A49_2056 2056 8.34 38.56 7.98 $151,000 100% $151,000 BENOWA Pump Station - REMEMBERANCE A5_2006 2006 220.62 339.43 263.5 $1,871,000 79% $1,485,900 DRIVE, SURFERS PARADISE Pump Station - REMEMBERANCE A5_2056 2056 257.88 339.83 429.38 $2,695,400 100% $2,695,400 DRIVE, SURFERS PARADISE Pump Station - VILLAGE HIGH A50_2006 2006 5.2 39.59 0 $11,600 100% $11,600 ROAD, BENOWA

Pump Station - FREYBURG A52_2006 2006 1.6 12.78 0 $5,000 100% $5,000 STREET, BUNDALL Pump Station - CENTRAL PARK A53_2006 2006 1.3 15.95 0 $5,700 100% $5,700 AVENUE, ASHMORE

Pump Station - COLLINS A55_2006 2006 2.01 35.78 12.85 $110,400 96% $105,900 CRESCENT, BENOWA Pump Station - COLLINS A55_2056 2056 2.24 34.35 14.73 $108,900 100% $108,900 CRESCENT, BENOWA Pump Station - SHAW STREET, A57_2006 2006 2 18.33 0 $6,100 100% $6,100 SOUTHPORT Pump Station - PARADISE ISLAND, A6_2006 2006 2.08 18.52 24.63 $159,600 100% $159,500 SURFERS PARADISE Pump Station - PARADISE ISLAND, A6_2056 2056 2.89 18.17 25.06 $205,300 100% $205,300 SURFERS PARADISE Pump Station - WILDWOOD COURT, A60_2006 2006 18.51 21.71 8.89 $172,500 100% $171,700 SURFERS PARADISE Pump Station - WILDWOOD COURT, A60_2056 2056 28.87 20.92 0 $107,900 100% $107,900 SURFERS PARADISE Pump Station - ALLAWAH STREET, A65_2011 2011 28 52.31 0 $115,600 100% $115,600 BUNDALL Pump Station - ALLAWAH STREET, A65_2056 2056 31.65 52.31 0 $120,800 100% $120,800 BUNDALL Pump Station - FRIGO COURT, A67_2006 2006 16.16 28.95 0 $93,700 96% $90,100 BUNDALL

Pump Station - FRIGO COURT, A67_2056 2056 24.89 28.95 61.84 $438,200 100% $438,200 BUNDALL Pump Station - DAIMLER DRIVE, A68_2006 2006 21.97 41.2 0 $108,600 99% $107,700 BUNDALL Pump Station - DAIMLER DRIVE, A68_2056 2056 26.76 40.54 9.37 $190,800 100% $190,800 BUNDALL Pump Station - KORONG STREET, A69_2006 2006 2.9 20.1 0 $49,800 100% $49,800 SOUTHPORT Pump Station - KORONG STREET, A69_2056 2056 3.11 20.1 0 $52,000 100% $52,000 SOUTHPORT Pump Station - ADMIRALTY DRIVE, A7_2006 2006 7.56 32.62 0 $80,500 52% $41,600 SURFERS PARADISE Pump Station - ADMIRALTY DRIVE, A7_2056 2056 7.99 31.35 9.21 $77,400 100% $77,400 SURFERS PARADISE Pump Station - ROSS STREET, A70_2056 2056 98.96 225.32 0 $341,400 100% $341,400 BENOWA Pump Station - GLENMORE DRIVE, A71_2006 2006 44.39 111.84 58.31 $481,700 50% $239,700 ASHMORE Pump Station - GLENMORE DRIVE, A71_2056 2056 54.07 112.44 132.15 $780,700 100% $780,700 ASHMORE Pump Station - SUNRISE A72_2006 BOULEVARDE, SURFERS 2006 3.1 18.72 0 $6,200 100% $6,200 PARADISE Pump Station - VILLAGE HIGH A75_2006 2006 1.3 28.92 0 $8,900 100% $8,900 ROAD, BENOWA Pump Station - GIBRALTAR DRIVE, A76_2006 2006 1.3 29.66 0 $9,100 100% $9,100 SURFERS PARADISE

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 241 of 256

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - MAWARRA STREET, A78_2006 2006 154.18 179.56 0 $506,900 95% $482,800 SURFERS PARADISE Pump Station - MAWARRA STREET, A78_2056 2056 174.25 179.56 0 $567,600 100% $567,600 SURFERS PARADISE Pump Station - EDINBURGH ROAD, A79_2006 2006 24.71 34.83 0 $109,300 97% $105,800 BENOWA Pump Station - EDINBURGH ROAD, A79_2056 2056 33.22 35.53 0 $121,500 100% $121,500 BENOWA Pump Station - ADMIRALTY DRIVE, A8_2006 2006 1.11 60.13 0 $35,800 100% $35,800 SURFERS PARADISE

Pump Station - CABANA A80_2006 2006 0.82 5.88 0 $19,700 100% $19,700 BOULEVARDE, BENOWA Pump Station - FIESTA AVENUE, A84_2006 2006 0 14.38 0 $5,400 100% $5,400 SURFERS PARADISE

Pump Station - THE PROMENADE, A85_2006 2006 2.2 7.9 0 $3,400 100% $3,400 SURFERS PARADISE Pump Station - SALERNO STREET, A86_2011 2011 2 16.74 0 $38,600 100% $38,600 SURFERS PARADISE Pump Station - ASHMORE ROAD, A89_2006 2006 0 22.47 0 $7,100 100% $7,100 MOLENDINAR Pump Station - STEVENS STREET, A9_2006 2006 0 39.6 0 $11,600 100% $11,600 SOUTHPORT Pump Station - MUSGRAVE A9_2011 2011 28 37.08 0 $112,000 98% $109,900 AVENUE, SOUTHPORT Pump Station - STEVENS STREET, A9_2056 2056 36.42 37.08 23.62 $279,100 100% $279,100 SOUTHPORT Pump Station - MARBELLA DRIVE, A92_2056 2056 2.73 14.5 0 $47,100 100% $47,100 BENOWA Pump Station - CHANTILLY CLOSE, A95_2056 2056 1.33 17.3 0 $29,100 100% $29,100 BENOWA Pump Station - GOLD COAST A96_2006 2006 8.48 18.79 42.84 $325,400 99% $322,700 HIGHWAY, SURFERS PARADISE Pump Station - COTLEW STREET A97_2056 2056 5.85 33.84 12.1 $170,000 100% $170,000 EAST, SOUTHPORT

Pump Station - CASEYS ROAD, CO1_2006 2006 323 89.74 273 $2,162,100 73% $1,588,200 HOPE ISLAND CO11_2006 Pump Station - CASEYS ROAD, 2006 0 26.32 72 $369,400 77% $284,400 Pump Station - SICKLE AVENUE, CO12_2011 2011 45 28.4 143 $795,900 100% $795,900 HOPE ISLAND Pump Station - SICKLE AVENUE, CO12_2056 2056 16 28.4 0 $93,100 100% $93,100 HOPE ISLAND CO13_2006 Pump Station - WATERWAY DRIVE, 2006 0 12.19 21 $132,800 100% $132,800 Pump Station - SHEEHAN AVENUE, CO2_2006 2006 0 24.16 0 $7,500 100% $7,500 HOPE ISLAND Pump Station - SHEEHAN AVENUE, CO2_2056 2056 15 19.16 1 $96,300 100% $96,300 HOPE ISLAND Pump Station - SANTA BARBARA CO3_2006 2006 24 15.73 63 $439,300 100% $438,600 ROAD, HOPE ISLAND Pump Station - SANTA BARBARA CO3_2056 2056 27 18.73 0 $106,800 100% $106,800 ROAD, HOPE ISLAND Pump Station - SHOE ST, HOPE CO4_2056 2056 0 12.09 3 $26,300 100% $26,300 ISLAND Pump Station - CRESCENT CO5_2056 2056 0 23.24 5 $43,800 100% $43,800 AVENUE, HOPE ISLAND CO6_2006 Pump Station - PINNAROO STREET, 2006 26 14.92 0 $105,400 100% $105,000

Pump Station - PINNAROO STREET, CO6_2056 2056 30 14.92 0 $106,800 100% $106,800 HOPE ISLAND Pump Station - BABIRRA STREET, CO8_2006 2006 0 11.94 8 $68,000 33% $22,500 HOPE ISLAND

Pump Station - BABIRRA STREET, CO8_2011 2011 93 11.94 0 $277,900 100% $277,900 HOPE ISLAND

242 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - BABIRRA STREET, CO8_2056 2056 73 11.94 0 $217,000 100% $217,000 HOPE ISLAND Pump Station - DREAMWORLD CT1_2006 2006 0 48.07 12 $95,200 100% $95,200 PARKWAY, CT4_2006 Pump Station - HEATHWOOD DR, 2006 0 12.47 10 $83,300 100% $83,300 CT5_2006 Pump Station - YAUN STREET, 2006 0 17.56 120 $543,600 100% $543,600 Pump Station - JENNIFER AVENUE, D1_2056 2056 6.38 27.98 20.28 $203,900 100% $203,900 RUNAWAY BAY Pump Station - CABARITA STREET, D10_2006 2006 0 101.71 0 $23,100 100% $23,100 BIGGERA WATERS Pump Station - HOLLYWELL ROAD, D12_2006 2006 62.75 121.32 0 $209,000 97% $203,500 BIGGERA WATERS Pump Station - HOLLYWELL ROAD, D12_2056 2056 78.49 121.32 0 $256,200 100% $256,200 BIGGERA WATERS Pump Station - MORALA AVENUE, D14_2006 2006 0 43.83 0 $12,600 100% $12,600 RUNAWAY BAY Pump Station - MORALA AVENUE, D14_2056 2056 57.93 41.87 0 $179,600 100% $179,600 RUNAWAY BAY Pump Station - STRADBROKE D16_2006 2006 0 17.82 0 $6,000 100% $6,000 STREET, BIGGERA WATERS Pump Station - MORALA AVENUE, D17_2056 2056 9.75 16.79 18.67 $200,400 100% $200,400 RUNAWAY BAY Pump Station - MOUNT HAGEN D19_2056 2056 9.34 14.18 0 $76,900 100% $76,900 DRIVE, RUNAWAY BAY Pump Station - RUNAWAY BAY D2_2006 2006 15.75 18.5 51.55 $376,300 96% $362,100 AVENUE, RUNAWAY BAY Pump Station - RUNAWAY BAY D2_2056 2056 21.18 17.58 44.89 $358,500 100% $358,500 AVENUE, RUNAWAY BAY Pump Station - LINDSAY PARADE, D20_2016 2016 1 12.72 0 $22,900 100% $22,900 PARADISE POINT Pump Station - TORIO PLACE, D21_2006 2006 0 6.48 0 $2,800 100% $2,800 RUNAWAY BAY Pump Station - KAREMA D22_2006 2006 0 9.02 0 $3,800 100% $3,800 CRESCENT, RUNAWAY BAY

Pump Station - MATTHEW D23_2006 2006 0 27.27 0 $8,400 100% $8,400 FLINDERS DRIVE, HOLLYWELL Pump Station - ANEMONE AVENUE, D25_2006 2006 15.26 23.25 38.88 $317,600 85% $269,700 HOLLYWELL

Pump Station - ANEMONE AVENUE, D25_2056 2056 17.02 23.25 15.87 $208,200 100% $208,200 HOLLYWELL Pump Station - SEASPRAY STREET, D27_2021 2021 1 6.11 0 $20,500 100% $20,500 PARADISE POINT

Pump Station - TRADEWINDS D28_2006 2006 0 14.79 0 $5,500 100% $5,500 AVENUE, PARADISE POINT Pump Station - LAE DRIVE, D29_2006 2006 15.79 38.78 0 $95,100 96% $91,600 RUNAWAY BAY Pump Station - LAE DRIVE, D29_2056 2056 17.79 38.78 0 $100,500 100% $100,500 RUNAWAY BAY Pump Station - HUME PARADE, D3_2056 2056 0.41 10.18 0 $15,700 100% $15,700 PARADISE POINT Pump Station - MORALA AVENUE, D30_2006 2006 15.77 50.53 0 $97,800 98% $95,500 RUNAWAY BAY Pump Station - MORALA AVENUE, D30_2056 2056 18.27 50.53 0 $104,300 100% $104,300 RUNAWAY BAY Pump Station - BRISBANE ROAD, D31_2056 2056 45.89 99.75 129.24 $750,400 100% $750,400 ARUNDEL Pump Station - JOSEPH STREET, D32_2006 2006 6.69 18.43 0 $74,100 98% $72,800 RUNAWAY BAY Pump Station - JOSEPH STREET, D32_2056 2056 8.12 18.43 0 $77,700 100% $77,700 RUNAWAY BAY

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 243 of 256

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - HANSFORD ROAD, D34_2021 2021 20 30.46 0 $103,000 100% $103,000 COOMBABAH Pump Station - CHIBA STREET, D35_2006 2006 2.1 17.3 0 $40,000 100% $40,000 COOMBABAH Pump Station - THE SOVEREIGN D38_2006 2006 0 103.25 0 $23,500 100% $23,500 MILE, PARADISE POINT Pump Station - SUNBIRD AVENUE, D4_2006 2006 5.97 26.36 0 $72,900 79% $57,400 PARADISE POINT Pump Station - SUNBIRD AVENUE, D4_2056 2056 6.82 25.37 0 $76,400 100% $76,400 PARADISE POINT

Pump Station - BOTANICAL DRIVE, D40_2006 2006 110.04 390.76 8.32 $480,900 96% $461,600 LABRADOR Pump Station - BOTANICAL DRIVE, D40_2056 2056 149.16 390.76 373.82 $2,138,800 100% $2,138,800 LABRADOR

Pump Station - LAE DRIVE, D43_2006 2006 0 37.79 0 $11,100 100% $11,100 RUNAWAY BAY Pump Station - LAE DRIVE, D43_2056 2056 3.91 37.4 0 $63,600 100% $63,600 RUNAWAY BAY Pump Station - FREEMAN STREET, D47_2006 2006 0 57.91 0 $15,900 100% $15,900 LABRADOR Pump Station - FREEMAN STREET, D47_2056 2056 8.28 57.91 48.3 $359,600 100% $359,600 LABRADOR Pump Station - SUNDOWN DRIVE, D5_2056 2056 7.27 14.5 0 $75,300 100% $75,300 PARADISE POINT Pump Station - SUNDANCE WAY, D50_2006 2006 0 33.58 0 $10,100 100% $10,100 RUNAWAY BAY Pump Station - PINE RIDGE ROAD, D54_2006 2006 10.13 13.74 24.35 $228,100 96% $218,100 BIGGERA WATERS Pump Station - PINE RIDGE ROAD, D54_2056 2056 16.73 13.74 34.13 $296,200 100% $296,200 BIGGERA WATERS Pump Station - FALKINDER D6_2056 2056 87.01 149.9 0 $288,900 100% $288,900 AVENUE, PARADISE POINT Pump Station - MYOLA COURT, D61_2006 2006 0 36.34 0 $10,800 100% $10,800 COOMBABAH

Pump Station - MYOLA COURT, D62_2006 2006 0 23.03 0 $7,200 100% $7,200 COOMBABAH Pump Station - KING ARTHURS D63_2056 2056 1.98 20.36 5.74 $50,000 100% $50,000 COURT, PARADISE POINT Pump Station - MELASTOMA WAY, D64_2016 2016 11 19.48 0 $80,200 100% $80,200 ARUNDEL Pump Station - MELASTOMA WAY, D64_2056 2056 11.8 19.58 21.77 $219,800 100% $219,800 ARUNDEL Pump Station - OXLEY DRIVE, D66_2011 2011 6 37.33 0 $75,900 100% $75,900 BIGGERA WATERS Pump Station - OXLEY DRIVE, D66_2056 2056 11.92 35.83 113.72 $603,500 100% $603,500 BIGGERA WATERS Pump Station - SAPPHIRE STREET, D7_2006 2006 0.03 8.14 0 $4,400 84% $3,700 HOLLYWELL Pump Station - SAPPHIRE STREET, D7_2056 2056 0.03 8.14 0 $4,500 100% $4,500 HOLLYWELL Pump Station - COLUMBUS DRIVE, D8_2006 2006 1.48 55.4 0 $15,200 87% $13,200 HOLLYWELL Pump Station - COLUMBUS DRIVE, D8_2056 2056 2.05 51.75 0 $47,800 100% $47,800 HOLLYWELL Pump Station - BRISBANE ROAD, D9_2006 2006 0 64.11 0 $17,000 100% $17,000 ARUNDEL

Pump Station - MALONEY MA2_2011 2011 30 28.75 263 $1,238,400 100% $1,238,400 CRESCENT, MAUDSLAND Pump Station - MALONEY MA2_2056 2056 59 28.75 0 $179,300 100% $179,300 CRESCENT, MAUDSLAND

Pump Station - ROAD, OX1 2056 216 269.98 0 $1,886,900 100% $1,886,900 HELENSVALE

244 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - ROAD, OX1_2056 2056 694 269.98 1 $2,030,500 100% $2,030,500 HELENSVALE Pump Station - CHAPLIN OX12_2006 2006 0 28.32 22 $138,600 100% $138,600 CRESCENT, OXENFORD Pump Station - CHAPLIN OX12_2056 2056 31 28.32 0 $113,000 100% $113,000 CRESCENT, OXENFORD OX13_2006 Pump Station - VILLAGE WAY, 2006 0 21.6 169 $765,800 53% $409,200 OX14_2006 Pump Station - GWYDIR COURT, 2006 19 21.48 41 $337,100 39% $133,000 OX15_2006 Pump Station - MILDURA DV, 2006 0 12.2 17 $122,900 65% $80,400 Pump Station - MONTEREY KEYS OX16_2006 2006 15 23.19 26 $249,600 79% $196,500 DRIVE, Pump Station - MILLENNIUM OX19_2011 2011 487 250.79 0 $2,588,900 100% $2,588,900 CIRCUIT, HELENSVALE Pump Station - MILLENNIUM OX19_2056 2056 610 250.79 0 $1,792,500 100% $1,792,500 CIRCUIT, HELENSVALE OX2_2006 Pump Station - GAVEN WAY, 2006 0 97.52 0 $22,400 100% $22,400

Pump Station - OXENFORD OX20_2006 2006 50 14.14 0 $156,200 100% $156,200 SOUTHPORT ROAD, HOPE ISLAND Pump Station - HELENSVALE OX22_2006 2006 11 29.41 0 $82,900 96% $79,700 ROAD, HELENSVALE Pump Station - HELENSVALE OX22_2056 2056 22 29.41 0 $105,700 100% $105,700 ROAD, HELENSVALE OX25_2006 Pump Station - PACIFIC HIGHWAY, 2006 22 38.39 27 $274,600 100% $273,300 Pump Station - PACIFIC HIGHWAY, OX25_2056 2056 17 38.39 8 $166,500 100% $166,500 HELENSVALE Pump Station - PACIFIC HIGHWAY, OX26_2020 2020 43 18.07 0 $143,700 100% $143,700 OXENFORD Pump Station - PACIFIC HIGHWAY, OX26_2056 2056 31 18.07 3 $136,700 100% $136,700 OXENFORD Pump Station - DALLEY PARK OX27_2006 2006 0 21.47 27 $173,400 56% $96,800 DRIVE, HELENSVALE Pump Station - OYSTER COVE OX29_2006 2006 0 30.93 101 $459,600 93% $427,400 PROMENADE, Pump Station - OLD PACIFIC OX3_2006 2006 258 64.58 0 $798,000 74% $586,500 HIGHWAY, OXENFORD Pump Station - OLD PACIFIC OX3_2056 2056 423 64.58 0 $1,254,600 100% $1,254,600 HIGHWAY, OXENFORD OX33_2006 Pump Station - JOHN DALLY DV, 2006 0 12.72 54 $297,500 39% $116,000 Pump Station - MILLENNIUM OX34_2011 2011 18 15.93 288 $1,330,900 100% $1,330,900 CIRCUIT, HELENSVALE Pump Station - MILLENNIUM OX34_2056 2056 18 15.93 0 $95,300 100% $95,300 CIRCUIT, HELENSVALE Pump Station - HELENSVALE OX35_2006 2006 0 30.41 0 $9,300 100% $9,300 ROAD, HELENSVALE Pump Station - RIVER LINKS BVD, OX37_2056 2056 0 18.81 7 $60,200 100% $60,200 HELENSVALE Pump Station - OXENFORD OX38_2006 2006 126 245.18 0 $429,400 100% $429,400 SOUTHPORT ROAD, Pump Station - WHYALLA COURT, OX39_2006 2006 794 65.46 0 $2,249,100 100% $2,249,100 HELENSVALE Pump Station - WHYALLA COURT, OX39_2056 2056 1076 65.46 0 $3,004,900 100% $3,004,900 HELENSVALE OX4_2006 Pump Station - OLD PACIFIC HWY, 2006 0 13.68 53 $298,300 49% $145,900 Pump Station - WANDILLA DRIVE, OX6_2006 2006 0 31.69 201 $897,600 39% $347,000 HELENSVALE OX7_2006 Pump Station - CADELL DRIVE, 2006 25 25.79 53 $400,000 85% $341,100 Pump Station - CADELL DRIVE, OX7_2056 2056 44 25.79 0 $147,600 100% $147,600 HELENSVALE OX8_2006 Pump Station - KINGAROY AV, 2006 0 12.98 35 $214,100 73% $155,600

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 245 of 256

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - OXENFORD OX9_2006 2006 0 77.61 218 $953,500 70% $667,500 SOUTHPORT ROAD, Pump Station - OXENFORD OX9_2056 2056 225 64.34 0 $698,100 100% $698,100 SOUTHPORT ROAD, HOPE ISLAND Pump Station - RESERVE ROAD, UC1_2006 2006 124 64.34 0 $387,500 100% $387,300 UPPER COOMERA Pump Station - RESERVE ROAD, UC1_2056 2056 67 64.34 0 $211,400 100% $211,400 UPPER COOMERA Pump Station - BRITTANY DRIVE, UC12_2056 2056 6 23.21 0 $72,200 100% $72,200 OXENFORD

Pump Station - REGATTA AVENUE, UC13_2056 2056 20 34.56 9 $179,900 100% $179,900 OXENFORD Pump Station - RUSHCUTTER UC14_2056 2056 1 23.21 0 $25,200 100% $25,200 AVENUE, OXENFORD

Pump Station - RESERVE ROAD, UC2_2006 2006 0 8.14 22 $138,600 38% $52,700 UPPER COOMERA Pump Station - RESERVE ROAD, UC2_2056 2056 24 8.14 0 $101,900 100% $101,900 UPPER COOMERA Pump Station - RIVER TERRACE, UC3_2056 2056 13 11.96 2 $101,200 100% $101,200 UPPER COOMERA Pump Station - RESERVE ROAD, UC4_2011 2011 44 7.89 0 $143,000 100% $143,000 UPPER COOMERA Pump Station - RESERVE ROAD, UC4_2056 2056 77 7.89 0 $227,500 100% $227,500 UPPER COOMERA Pump Station - MICHIGAN DRIVE, UC8_2056 2056 0 14.83 1 $8,800 100% $8,800 OXENFORD Pump Station - BLUEASH CRES, UC9_2056 2056 0 19.48 1 $8,800 100% $8,800 OXENFORD Pump Station - OTMOOR FARM, UCNEW 2011 107 9.4 9.4 $511,600 100% $511,600 UPPER COOMERA Merrimac Wastewater Financial Catchment Pump Station - BOSUN PARADE, A54_2056 2056 0 18.85 2 $17,500 100% $17,500 ASHMORE Pump Station - LADDS RIDGE B37_2006 2006 0 9.54 8.91 $75,100 17% $12,800 ROAD, BURLEIGH HEADS Pump Station - LADDS RIDGE B37_2056 2056 0 9.54 7.43 $63,500 100% $63,500 ROAD, BURLEIGH HEADS Pump Station - BALTIMORE COURT, F1_2011 2011 326 321.06 0 $2,458,900 65% $1,593,600 CARRARA Pump Station - BALTIMORE COURT, F1_2056 2056 451 321.06 0 $1,381,500 100% $1,381,500 CARRARA Pump Station - PETHERBRIDGE F2_2011 2011 35 7.58 0 $193,000 55% $107,100 AVENUE, MERRIMAC Pump Station - PETHERBRIDGE F2_2056 2056 47 35.57 0 $156,100 100% $156,100 AVENUE, MERRIMAC Pump Station - GILSTON ROAD, F5_2056 2056 0 67.35 23 $496,700 100% $496,600 NERANG Pump Station - DUGANDAN G1_2006 2006 12 20.66 33 $282,000 43% $121,100 STREET, NERANG Pump Station - DUGANDAN G1_2056 2056 15 20.66 10 $171,100 100% $171,100 STREET, NERANG Pump Station - MERLOO DRIVE, G2_2006 2006 0 7.7 1 $8,800 85% $7,500 NERANG Pump Station - MERLOO DRIVE, G2_2056 2056 0 7.7 2 $17,500 100% $17,500 NERANG Pump Station - GILSTON ROAD, G3_2006 2006 0 20.15 100 $461,400 100% $461,400 GILSTON Pump Station - GILSTON ROAD, G3_2056 2056 0 16.15 10 $83,300 100% $83,300 GILSTON

Pump Station - KOOLA DRIVE, MA1_2006 2006 0 19.75 12 $101,500 66% $67,300 NERANG

246 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - KOOLA DRIVE, MA1_2056 2056 0 23.53 5 $43,800 100% $43,800 NERANG Pump Station - SWAN LANE, MU1_2006 2006 107.8 43.07 0 $331,800 100% $331,300 MUDGEERABA Pump Station - SWAN LANE, MU1_2056 2056 101.6 40.72 109.43 $809,300 100% $809,300 MUDGEERABA Pump Station - RETREAT PLACE, MU10_2006 2006 3.6 19.74 0 $56,400 100% $56,400 ROBINA Pump Station - Pacific Motorway, MU12_2006 2006 58.2 33.49 0 $178,300 100% $177,500 MUDGEERABA

Pump Station - Pacific Motorway, MU12_2056 2056 86.6 32.39 11.19 $354,200 100% $354,200 MUDGEERABA Pump Station - LAMBOR DRIVE, MU13_2006 2006 0 14.35 1.88 $16,500 100% $16,500 MUDGEERABA

Pump Station - SWANTON DRIVE, MU14_2006 2006 0 20.78 8.26 $70,000 100% $70,000 MUDGEERABA Pump Station - SWANTON DRIVE, MU14_2056 2056 0 20.78 15.68 $113,000 100% $113,000 MUDGEERABA Pump Station - ELLIS DRIVE, MU15_2006 2006 7.8 20.61 0 $77,700 100% $77,700 MUDGEERABA Pump Station - ELLIS DRIVE, MU15_2056 2056 0 20.61 1.6 $14,000 100% $14,000 MUDGEERABA Pump Station - GLADES DRIVE, MU17_2006 2006 12.4 22.51 0 $84,800 100% $84,800 ROBINA Pump Station - GLADES DRIVE, MU17_2056 2056 0 22.51 3.05 $26,700 100% $26,700 ROBINA Pump Station - MUDGEERABA MU2_2006 2006 0 15.07 45.74 $260,700 49% $127,800 ROAD, MUDGEERABA Pump Station - MUDGEERABA MU2_2056 2056 33.8 15.07 26.26 $280,700 100% $280,700 ROAD, MUDGEERABA Pump Station - METEOR COURT, MU3_2006 2006 1.4 6.26 0 $26,900 100% $26,900 MUDGEERABA Pump Station - WORONGARY MU5_2006 2006 1.8 9.31 0 $33,900 100% $33,900 ROAD, WORONGARY

Pump Station - BURKE CRESCENT, MU7_2006 2006 0 16.97 11.6 $93,000 63% $58,600 MUDGEERABA Pump Station - BURKE CRESCENT, MU7_2021 2021 18.6 16.97 0 $96,900 100% $96,900 MUDGEERABA Pump Station - BURKE CRESCENT, MU7_2056 2056 24.4 16.97 12.51 $202,600 100% $202,600 MUDGEERABA Pump Station - HIGHFIELD DRIVE, MU8_2006 2006 96.8 61.93 0 $301,600 97% $293,300 ROBINA Pump Station - HIGHFIELD DRIVE, MU8_2056 2056 165.6 62.79 0 $518,000 100% $518,000 ROBINA Pump Station - CRUSADER WAY, N1_2006 2006 117 90.36 0 $369,600 100% $369,600 NERANG Pump Station - HARPER STREET, N11_2006 2006 0 37.44 0 $11,100 100% $11,100 MOLENDINAR Pump Station - HARPER STREET, N11_2056 2056 0 31.44 41 $238,500 100% $238,500 MOLENDINAR Pump Station - BURNSIDE COURT, N13_2056 2056 4 16.67 2 $17,500 100% $17,500 ASHMORE Pump Station - RIVERWOOD DRIVE, N17_2006 2006 0 21.47 0.1 $900 100% $900 ASHMORE Pump Station - RIVERWOOD DRIVE, N17_2056 2056 3 21.47 7 $111,400 100% $111,400 ASHMORE

Pump Station - NERANG STREET, N2_2006 2006 0 58.4 111 $503,900 48% $241,900 NERANG Pump Station - NERANG STREET, N2_2056 2056 30 58.4 96 $561,600 100% $561,600 NERANG

Pump Station - SHORT STREET, N3_2006 2006 0 15.78 37 $219,000 35% $76,600 NERANG

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 247 of 256

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - SHORT STREET, N3_2056 2056 30 15.78 41 $345,500 100% $345,500 NERANG Pump Station - EVERS STREET, N5_2006 2006 0 7.13 4 $35,100 100% $35,100 NERANG Pump Station - EVERS STREET, N5_2056 2056 0 7.13 6 $52,100 100% $52,100 NERANG Pump Station - YARRAYNE ROAD, N6_2006 2006 0 15.96 18 $121,400 11% $13,400 NERANG Pump Station - YARRAYNE ROAD, N6_2056 2056 0 15.96 5 $43,800 100% $43,800 NERANG

Pump Station - HONEYDEW WAY, N7_2006 2006 0 15.71 3 $26,300 17% $4,500 NERANG Pump Station - HONEYDEW WAY, N7_2056 2056 0 15.71 2 $17,500 100% $17,500 NERANG

Pump Station - BALOO CRESCENT, N8_2006 2006 0 26.67 32 $193,500 19% $36,800 NERANG Pump Station - BALOO CRESCENT, N8_2056 2056 45 26.67 9 $225,700 100% $225,700 NERANG Pump Station - NERANG N9_2006 2006 0 9.42 5 $43,800 100% $43,800 CONNECTION ROAD, NERANG Pump Station - NERANG N9_2056 2056 30 9.42 37 $324,200 100% $324,200 CONNECTION ROAD, NERANG Pump Station - GARDEN GROVE, SP1_2056 2056 0 13.26 1 $8,800 100% $8,800 CARRARA Pump Station - BOMBALA ST, SP10_2006 2008 1700 4876.89 0 $18,493,700 82% $15,200,900 ROBINA Pump Station - BOMBALA ST, SP10_2056 2056 1544.2 5091.92 0 $3,840,900 100% $3,840,900 ROBINA Pump Station - DARNAY ROAD, SP12_2006 2006 15.2 24.5 0 $89,500 96% $86,000 BROADBEACH WATERS Pump Station - DARNAY ROAD, SP12_2056 2056 22.8 24.5 0 $105,200 100% $105,200 BROADBEACH WATERS Pump Station - MONACO STREET, SP13_2056 2056 8.2 12.98 0 $76,700 100% $76,700 BROADBEACH WATERS

Pump Station - MONACO STREET, SP14_2006 2006 0 9.81 0 $4,100 100% $4,100 BROADBEACH WATERS Pump Station - MONACO STREET, SP15_2006 2006 0 11.31 0 $4,600 100% $4,600 BROADBEACH WATERS Pump Station - MONACO STREET, SP15_2056 2056 0 11.31 1.13 $10,000 100% $10,000 BROADBEACH WATERS Pump Station - COSTA COURT, SP16_2006 2006 14.8 16.29 24.85 $241,600 41% $98,700 BROADBEACH WATERS Pump Station - COSTA COURT, SP16_2056 2056 19.2 16.29 4.95 $141,400 100% $141,400 BROADBEACH WATERS Pump Station - KALIMNA DRIVE, SP17_2006 2006 0 12.47 2.22 $19,400 25% $4,900 BROADBEACH WATERS Pump Station - KALIMNA DRIVE, SP17_2056 2056 0 12.47 3.3 $28,900 100% $28,900 BROADBEACH WATERS Pump Station - HOLLAND COURT, SP18_2056 2056 0 13.28 1.56 $13,700 100% $13,700 BROADBEACH WATERS Pump Station - NIELSENS ROAD, SP2_2006 2006 24 15.27 0 $104,100 100% $104,100 CARRARA Pump Station - NIELSENS ROAD, SP2_2056 2056 34 15.27 0 $118,800 100% $118,800 CARRARA Pump Station - SAVOY DRIVE, SP22_2006 2006 0 12.9 11.94 $94,900 16% $15,200 BROADBEACH WATERS

Pump Station - SAVOY DRIVE, SP22_2056 2056 0 12.9 5.22 $45,700 100% $45,700 BROADBEACH WATERS Pump Station - T E PETERS DRIVE, SP23_2006 2006 4.4 18.83 12.5 $97,900 13% $12,700 BROADBEACH WATERS

Pump Station - T E PETERS DRIVE, SP23_2056 2056 5.2 18.83 5.22 $45,700 100% $45,700 BROADBEACH WATERS

248 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - T E PETERS DRIVE, SP24_2006 2006 0 17.56 13.26 $101,900 12% $12,200 BROADBEACH WATERS Pump Station - T E PETERS DRIVE, SP24_2056 2056 0 17.56 38.5 $226,300 100% $226,300 BROADBEACH WATERS Pump Station - MERRIMAC SP25_2006 BOULEVARDE, BROADBEACH 2006 0 15.85 13.52 $103,200 18% $18,600 WATERS Pump Station - MERRIMAC SP25_2056 BOULEVARDE, BROADBEACH 2056 0 15.78 7.01 $60,300 100% $60,300 WATERS Pump Station - HOOKER SP26_2006 2006 30.8 65.14 0 $120,900 100% $120,900 BOULEVARDE, MERMAID WATERS Pump Station - HOOKER SP26_2021 2021 0 65.14 84.85 $412,600 86% $354,900 BOULEVARDE, MERMAID WATERS Pump Station - HOOKER SP26_2056 2056 0 65.14 21.73 $137,000 100% $137,000 BOULEVARDE, MERMAID WATERS Pump Station - SURFERS AVENUE, SP27_2006 2006 0 10.69 0.85 $7,400 49% $3,600 MERMAID WATERS Pump Station - SURFERS AVENUE, SP28_2006 2006 4.2 12.9 0 $59,600 94% $56,300 MERMAID WATERS Pump Station - COOLONG SP3_2006 2006 0 12.98 1 $8,800 100% $8,800 CRESCENT, CARRARA Pump Station - COOLONG SP3_2056 2056 0 12.98 1 $8,800 100% $8,800 CRESCENT, CARRARA Pump Station - AVANTI STREET, SP34_2006 2006 0 11.36 0 $4,600 100% $4,600 MERMAID WATERS Pump Station - SUNSHINE SP35_2006 2006 33.6 19.42 0 $118,300 88% $104,400 BOULEVARDE, MERMAID WATERS Pump Station - SUNSHINE SP35_2056 2056 40.2 16.29 0 $137,300 100% $137,300 BOULEVARDE, MERMAID WATERS Pump Station - SOVEREIGN DRIVE, SP36_2006 2006 0 20.11 4.41 $38,700 50% $19,400 MERMAID WATERS Pump Station - SOVEREIGN DRIVE, SP36_2056 2056 7.4 20.11 4.68 $117,700 100% $117,700 MERMAID WATERS Pump Station - ALEC AVENUE, SP37_2006 2006 0 18.98 31.1 $188,800 23% $43,400 MERMAID WATERS Pump Station - ALEC AVENUE, SP37_2056 2056 0 17.51 14.71 $108,800 100% $108,800 MERMAID WATERS Pump Station - SUNSHINE SP38_2006 2006 0 21.36 0 $6,700 100% $6,700 BOULEVARDE, MERMAID WATERS Pump Station - WITT AVENUE, SP4_2006 2006 0 32.88 0 $9,900 100% $9,900 CARRARA Pump Station - WITT AVENUE, SP4_2056 2056 0 28.88 4 $35,100 100% $35,100 CARRARA Pump Station - BRAMPTON COURT, SP43_2006 2006 0 19.28 0 $6,300 100% $6,300 MERMAID WATERS Pump Station - WILD DUCK DRIVE, SP45_2006 2006 0 12.11 3.25 $33,300 44% $14,500 MERMAID WATERS

Pump Station - WILD DUCK DRIVE, SP45_2056 2056 0 12.11 2.2 $19,300 100% $19,300 MERMAID WATERS Pump Station - ILLAURA STREET, SP46_2006 2006 0 17.61 0 $6,000 100% $6,000 MERMAID WATERS Pump Station - BARRIER REEF SP47_2006 2006 0 21.25 0 $6,700 100% $6,700 DRIVE, MERMAID WATERS Pump Station - HOY STREET, SP5_2006 2006 0 12.98 11 $89,500 30% $26,800 BROADBEACH WATERS

Pump Station - HOY STREET, SP5_2056 2056 7 12.98 8 $142,200 100% $142,200 BROADBEACH WATERS Pump Station - PALM MEADOWS SP50_2056 2056 0 13.13 9 $75,800 100% $75,800 DRIVE, CARRARA

Pump Station - MARTINIQUE WAY, SP53_2006 2006 11.8 18.45 14.81 $191,600 54% $103,900 CLEAR ISLAND WATERS

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 249 of 256

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - MARTINIQUE WAY, SP53_2056 2056 17.4 18.45 6.74 $152,400 100% $152,400 CLEAR ISLAND WATERS Pump Station - SANTABELLE SP56_2006 CRESCENT, CLEAR ISLAND 2006 0 15.75 4.7 $46,900 45% $21,300 WATERS Pump Station - SANTABELLE SP56_2056 CRESCENT, CLEAR ISLAND 2056 0 15.75 4.13 $36,200 100% $36,200 WATERS Pump Station - MAREEBA PLACE, SP57_2006 2006 0 15.85 0 $5,700 100% $5,700 ROBINA Pump Station - CAMBERWELL SP58_2006 2006 0 9.56 0 $4,000 100% $4,000 CIRCUIT, ROBINA Pump Station - BRIGHTON SP59_2006 2006 0 10.78 0 $4,400 100% $4,400 CRESCENT, ROBINA Pump Station - PORT JACKSON SP61_2006 BOULEVARDE, CLEAR ISLAND 2006 0 17.03 0 $5,900 100% $5,900 WATERS Pump Station - PORT JACKSON SP61_2056 BOULEVARDE, CLEAR ISLAND 2056 0 17.03 1.41 $12,400 100% $12,400 WATERS Pump Station - MARTINGALE SP62_2006 2006 0 19.74 7.24 $62,100 16% $9,900 CIRCUIT, CLEAR ISLAND WATERS Pump Station - MARTINGALE SP62_2056 2056 5.6 19.74 13.75 $173,300 100% $173,300 CIRCUIT, CLEAR ISLAND WATERS Pump Station - CLEAR WATER BAY SP66_2006 2006 0 16.77 0.83 $7,300 86% $6,300 AVENUE, CLEAR ISLAND WATERS Pump Station - CLEAR WATER BAY SP66_2056 2056 0 16.77 2.2 $19,300 100% $19,300 AVENUE, CLEAR ISLAND WATERS Pump Station - SHROUDS POINT, SP67_2006 2006 0 15.27 10.17 $84,400 5% $4,200 CLEAR ISLAND WATERS Pump Station - CYPRESS DRIVE, SP7_2006 2006 0 17.3 8 $68,000 100% $68,000 BROADBEACH WATERS

Pump Station - CYPRESS DRIVE, SP7_2056 2056 0 17.3 4 $35,100 100% $35,100 BROADBEACH WATERS Pump Station - SIGATOKA ROAD, SP8_2006 2006 4.8 21.6 0 $64,700 93% $60,300 CLEAR ISLAND WATERS Pump Station - SIGATOKA ROAD, SP8_2056 2056 6.4 21.6 0 $73,600 100% $73,600 CLEAR ISLAND WATERS Pump Station - MANAPOURI SP9_2006 2006 0 9.58 2.42 $25,300 35% $8,900 STREET, BROADBEACH WATERS

Pump Station - MANAPOURI SP9_2056 2056 0 9.58 1.79 $15,700 100% $15,700 STREET, BROADBEACH WATERS Pump Station - CHRISTINE SS10_2006 2006 0 17.93 30.58 $192,100 30% $58,200 AVENUE, BURLEIGH WATERS

Pump Station - CHRISTINE SS10_2056 2056 0 17.93 14.02 $105,700 100% $105,700 AVENUE, BURLEIGH WATERS Pump Station - CLAREMONT DRIVE, SS16_2006 2006 0 37.1 0 $11,000 100% $11,000 ROBINA Pump Station - MANLY DRIVE, SS18_2006 2006 0 23.73 13.53 $110,700 49% $53,900 ROBINA Pump Station - MANLY DRIVE, SS18_2056 2056 0 23.73 11 $89,500 100% $89,500 ROBINA Pump Station - MANLY DRIVE, SS19_2006 2006 0 20.73 0 $6,600 100% $6,600 ROBINA Pump Station - MANLY DRIVE, SS19_2011 2011 0 20.73 2.61 $22,900 100% $22,900 ROBINA Pump Station - MANLY DRIVE, SS19_2056 2056 0 20.73 4.4 $38,600 100% $38,600 ROBINA Pump Station - FRASCOTT SS23_2056 2056 0 15.01 7.61 $65,000 100% $65,000 AVENUE, VARSITY LAKES Pump Station - PINTAIL CRESCENT, SS25_2006 2006 0 11.99 0 $4,800 100% $4,800 BURLEIGH WATERS

250 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - CHATSWOOD SS27_2006 2006 0 42.22 177.9 $796,700 70% $557,700 COURT, ROBINA Pump Station - CHATSWOOD SS27_2056 2056 0 42.22 99.69 $454,200 100% $454,200 COURT, ROBINA Pump Station - HONEYEATER SS33_2006 2006 8 20.39 0 $77,900 100% $77,900 DRIVE, BURLEIGH WATERS Pump Station - MORNINGTON SS34_2056 2056 0 13.37 1.79 $15,700 100% $15,700 TERRACE, ROBINA Pump Station - CHRISTINE SS35_2006 2006 0 25.98 26.6 $164,400 32% $52,600 AVENUE, VARSITY LAKES

Pump Station - CHRISTINE SS35_2056 2056 0 25.98 7.7 $65,700 100% $65,700 AVENUE, VARSITY LAKES Pump Station - REGENSBERG SS36_2056 2056 47.8 59.51 0 $163,000 100% $163,000 CLOSE, VARSITY LAKES

Pump Station - STANFORD SS37_2006 2006 10.6 19.26 0 $78,900 100% $78,900 AVENUE, VARSITY LAKES Pump Station - COMET COURT, SS38_2006 2006 0 22.55 0 $7,100 100% $7,100 MUDGEERABA Pump Station - INVESTIGATOR SS39_2056 2056 14.4 19.59 29.56 $267,800 100% $267,800 DRIVE, ROBINA Pump Station - MATTOCKS ROAD, SS4_2056 2056 0 19.09 21.95 $138,300 100% $138,300 VARSITY LAKES Pump Station - GEMVALE ROAD, SS42_2006 2006 0 14.48 17.99 $121,400 88% $106,800 MUDGEERABA Pump Station - GEMVALE ROAD, SS42_2056 2056 16 14.48 14.71 $198,600 100% $198,600 MUDGEERABA Pump Station - CHELTENHAM SS44_2006 2006 253 38.39 0 $777,000 100% $777,000 DRIVE, ROBINA Pump Station - CHELTENHAM SS44_2056 2056 247.6 38.39 0 $760,700 100% $760,700 DRIVE, ROBINA Pump Station - WILTSHIRE DRIVE, SS45_2006 2006 55.6 23.07 60.87 $494,700 43% $210,400 MUDGEERABA Pump Station - WILTSHIRE DRIVE, SS45_2056 2056 89.4 23.07 14.71 $378,600 100% $378,600 MUDGEERABA

Pump Station - HARRIER DRIVE, SS47_2006 2006 0 25.98 5.44 $47,500 100% $47,500 BURLEIGH WATERS Pump Station - HARRIER DRIVE, SS47_2056 2056 0 25.98 6.88 $59,200 100% $59,200 BURLEIGH WATERS Pump Station - BRIER CRESCENT, SS5_2056 2056 0 16.79 4.97 $43,500 100% $43,500 VARSITY LAKES Pump Station - VARSITY PARADE, SS51_2006 2006 0 8.55 0 $3,600 100% $3,600 VARSITY LAKES Pump Station - ERN HARLEY SS6_2006 2006 0 12.72 43.28 $249,400 9% $22,400 DRIVE, BURLEIGH HEADS Pump Station - ERN HARLEY SS6_2056 2056 27.8 12.72 28.46 $280,600 100% $280,600 DRIVE, BURLEIGH HEADS Pump Station - ROBINA TOWN SS63_2006 2006 60 149.54 0 $207,000 100% $207,000 CENTRE DRIVE, ROBINA Pump Station - ROBINA TOWN SS63_2016 2016 0 149.54 13.25 $101,900 100% $101,900 CENTRE DRIVE, ROBINA Pump Station - ROBINA TOWN SS63_2056 2056 0 149.54 30.8 $187,200 100% $187,200 CENTRE DRIVE, ROBINA Pump Station - CHRISTINE SS65_2006 2006 0 55.98 58.4 $316,300 98% $309,900 AVENUE, ROBINA Pump Station - CHRISTINE SS65_2056 2056 0 55.98 32.45 $195,900 100% $195,900 AVENUE, ROBINA

Pump Station - SOUTH VARSITY SS66_2006 2006 8.6 40.79 0 $83,800 100% $83,800 LAKES, VARSITY LAKES Pump Station - SOUTH VARSITY SS66_2056 2056 14.8 42.84 107.3 $581,200 100% $581,200 LAKES, VARSITY LAKES

Pump Station - MOYENNE SS68_2006 2006 3.6 6.54 0 $52,900 46% $24,400 CRESCENT, VARSITY LAKES

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 251 of 256

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - MOYENNE SS68_2056 2056 0 6.54 7.34 $62,900 100% $62,900 CRESCENT, VARSITY LAKES Pump Station - PACIFIC HIGHWAY, SS69_2006 2006 5.8 13.99 0 $69,100 100% $69,100 REEDY CREEK Pump Station - PACIFIC HIGHWAY, SS69_2016 2016 0 13.99 8.31 $70,400 100% $70,400 REEDY CREEK Pump Station - PACIFIC HIGHWAY, SS69_2056 2056 0 13.99 9.76 $81,500 100% $81,500 REEDY CREEK Pump Station - RAZORBILL SS9_2006 2006 0 58.85 0 $15,900 100% $15,900 STREET, BURLEIGH WATERS

Pump Station - WILLUNGA PLACE, W1_2006 2006 217 125.42 0 $685,200 100% $685,200 CARRARA Pump Station - CRUSADER WAY, W11_2006 2006 163 53.9 0 $508,300 99% $503,400 NERANG

Pump Station - OSHEA DRIVE, W13_2006 2006 69 67.56 0 $218,100 100% $218,100 NERANG Pump Station - OSHEA DRIVE, W13_2056 2056 35 67.56 123 $691,000 100% $691,000 NERANG Pump Station - WILLUNGA PLACE, W20_2006 2006 65 56.86 0 $203,800 78% $158,600 MERRIMAC Pump Station - BAYMILL COURT, W22_2006 2006 0 21.86 48 $270,800 37% $100,200 MERRIMAC Pump Station - BAYMILL COURT, W22_2056 2056 19 21.86 31 $287,000 100% $287,000 MERRIMAC Pump Station - WILLUNGA PLACE, W23_2006 2006 41 17.81 0 $139,400 100% $139,400 CARRARA Pump Station - NERANG W24_2006 2006 0 21.82 1 $8,800 100% $8,800 BROADBEACH ROAD, CARRARA Pump Station - NERANG W24_2056 2056 1 21.82 3 $51,100 100% $51,100 BROADBEACH ROAD, CARRARA Pump Station - PALM MEADOWS W26_2006 2006 0 28.55 31 $188,300 22% $41,400 DRIVE, CARRARA Pump Station - PALM MEADOWS W26_2056 2056 0 25.55 21 $132,800 100% $132,800 DRIVE, CARRARA

Pump Station - CRUSADER WAY, W31_2006 2006 0 31.21 6 $52,100 29% $15,100 NERANG Pump Station - CRUSADER WAY, W31_2056 2056 0 31.21 6 $52,100 100% $52,100 NERANG Pump Station - ALEXANDER DRIVE, W38_2006 2006 50 26.39 0 $159,000 99% $157,200 NERANG Pump Station - NIELSENS ROAD, W39_2006 2006 501 170.85 0 $1,485,000 100% $1,485,000 CARRARA Pump Station - COLERIDGE W44_2006 2006 0 32.89 42 $243,300 13% $31,600 COURT, NERANG Pump Station - COLERIDGE W44_2056 2056 0 32.89 11 $89,500 100% $89,500 COURT, NERANG Pump Station - COUNTY LANE, W45_2006 2006 12 17.32 35 $291,700 85% $247,800 MERRIMAC Pump Station - COUNTY LANE, W45_2056 2056 16 17.32 10 $173,600 100% $173,600 MERRIMAC Pump Station - KINGARRY CIRCUIT, W46_2006 2006 0 17.3 15 $110,100 40% $44,000 MERRIMAC Pump Station - KINGARRY CIRCUIT, W46_2056 2056 0 17.3 2 $17,500 100% $17,500 MERRIMAC Pump Station - GOODING DRIVE, W47_2006 2006 0 16.03 14 $105,500 48% $50,700 MERRIMAC

Pump Station - GOODING DRIVE, W47_2056 2056 0 16.03 6 $52,100 100% $52,100 MERRIMAC Pump Station - ANGELIA LANE, W49_2006 2006 0 39.81 23 $144,300 100% $144,300 MERRIMAC

Pump Station - ANGELIA LANE, W49_2056 2056 21 39.81 17 $225,100 100% $225,100 MERRIMAC

252 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - BIRMINGHAM ROAD, W5_2006 2006 7 20.48 28 $247,800 32% $79,100 CARRARA Pump Station - BIRMINGHAM ROAD, W5_2056 2056 8 20.48 1 $86,700 100% $86,700 CARRARA Pump Station - NIELSENS ROAD, W51_2006 2006 0 52.49 0 $14,500 100% $14,500 CARRARA Pump Station - SANDALWOOD W52_2006 2006 14 37.1 41 $329,800 100% $329,800 TERRACE, CARRARA Pump Station - SANDALWOOD W52_2056 2056 65 37.1 22 $337,900 100% $337,900 TERRACE, CARRARA

Elanora Wastewater Financial Catchment B12_2006 Pump Station - RIVIERA RD, MIAMI 2006 0.4 14 0 $16,500 86% $14,200 B14_2056 Pump Station - NAGEL AV, MIAMI 2056 7.5 11.45 7.18 $61,600 100% $61,600 B15_2006 Pump Station - ALEC AV, MIAMI 2006 0 12.5 11.86 $99,300 33% $32,300 B15_2056 Pump Station - ALEC AV, MIAMI 2056 0 11.2 12.32 $97,000 100% $97,000 Pump Station - LAGUNA PDE, PALM B16_2006 2006 34.7 53.01 0 $129,900 93% $121,000 BEACH Pump Station - LAGUNA PDE, PALM B16_2056 2056 45.9 53.01 0 $158,100 100% $158,100 BEACH Pump Station - TOWNSON AV, B17_2006 2006 59.7 185.35 0 $213,800 87% $186,900 PALM BEACH Pump Station - TOWNSON AV, B17_2056 2056 78.5 185.35 0 $270,100 100% $270,100 PALM BEACH Pump Station - CURRUMBIN CREEK B19_2006 2006 66.6 137 0 $224,200 100% $224,200 RD, CURRUMBIN Pump Station - CURRUMBIN CREEK B19_2056 2056 94.1 137 0 $307,400 100% $307,400 RD, CURRUMBIN Pump Station - GC HWY B20_2006 (CURRUMBIN WILDLIFE 2006 0 103.91 37.17 $219,800 6% $13,200 SANCTUARY) Pump Station - GC HWY B20_2056 (CURRUMBIN WILDLIFE 2056 0 103.91 28.18 $173,100 100% $173,100 SANCTUARY) Pump Station - TAHITI AV, PALM B21_2006 2006 75.2 161.17 0 $254,900 91% $232,100 BEACH Pump Station - TAHITI AV, PALM B21_2056 2056 101.9 161.17 0 $337,600 100% $337,600 BEACH Pump Station - TALLEBUDGERA DV, B25_2006 2006 5 13.74 9.37 $142,600 73% $103,900 PALM BEACH Pump Station - TALLEBUDGERA DV, B25_2056 2056 7.7 13.74 3.19 $104,200 100% $104,200 PALM BEACH Pump Station - PARNKI PDE, PALM B26_2006 2006 0 6.82 10.47 $86,300 53% $45,700 BEACH Pump Station - PARNKI PDE, PALM B26_2056 2056 0 6.22 2.78 $24,400 100% $24,400 BEACH Pump Station - GAVEN CRES, B29_2006 2006 0 55.13 37.22 $220,100 3% $6,600 MERMAID BEACH Pump Station - GAVEN CRES, B29_2056 2056 0 55.13 24.25 $151,300 100% $151,300 MERMAID BEACH Pump Station - MARKERI ST B30_2006 (MERMAID BEACH BOWL, 2006 0 28.88 93.83 $438,700 47% $206,200 MERMAID BEACH Pump Station - MARKERI ST B30_2056 (MERMAID BEACH BOWL, 2056 0 28.88 20.25 $128,400 100% $128,400 MERMAID BEACH

Pump Station - SURF ST, MERMAID B31_2056 2056 0 98.02 4.72 $41,400 100% $41,400 BEACH Pump Station - BONDI AV, B32_2006 2006 8.7 15.52 0 $77,600 93% $72,400 MERMAID BEACH

Pump Station - BONDI AV, B32_2056 2056 5.6 15.52 0 $68,300 100% $68,300 MERMAID BEACH

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 253 of 256

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - TAMBORINE ST, B34_2006 2006 0 4.41 1.95 $17,100 29% $4,900 MERMAID BEACH Pump Station - CNR TOWNSHIP & B38_2056 2056 14.9 61.89 9.54 $177,600 100% $177,600 TSIPURA AVE, BURLEIGH HEADS B39_2006 Pump Station - LANDAU CT, MIAMI 2006 0 15.52 17.92 $121,200 40% $48,500 B39_2056 Pump Station - LANDAU CT, MIAMI 2056 0 15.52 6.23 $54,000 100% $54,000 Pump Station - TALLEBUDGERA CK B41_2056 RD (300METRES, BURLEIGH 2056 0 16.29 2.6 $22,800 100% $22,800 HEADS

Pump Station - PACIFIC PDE B45_2006 (BEHIND SURF CLUB), 2006 0.5 1.22 0 $14,500 100% $14,500 CURRUMBIN Pump Station - LEMANA LANE, B47_2006 2006 87.2 249.13 0 $309,100 100% $309,100 BURLEIGH HEADS

Pump Station - CNR GOODWIN B48_2056 2056 0 81.89 19.08 $124,600 100% $124,600 TCE/HAYLE ST, BURLEIGH HEADS Pump Station - WEST BURLEIGH B49_2006 2006 88.2 458.25 0 $357,100 100% $357,100 RD, BURLEIGH WATERS Pump Station - DEODAR DV, B5_2006 2006 0 14.32 2.7 $23,700 100% $23,700 BURLEIGH WATERS Pump Station - DEODAR DV, B5_2056 2056 0 13.49 2.62 $23,000 100% $23,000 BURLEIGH WATERS Pump Station - ELANORA DR B50_2006 2006 35 171.77 0 $154,700 100% $154,700 (KOALA PARK), BURLEIGH HEADS Pump Station - MYRTLE CT, PALM B53_2006 2006 0 7.49 5.8 $53,900 43% $23,100 BEACH Pump Station - BURLEIGH ST, B6_2056 2056 8.5 43.01 0 $84,300 100% $84,300 BURLEIGH WATERS Pump Station - JOAN ST, BURLEIGH B7_2006 2006 0 14.58 0 $5,400 100% $5,400 WATERS Pump Station - JOAN ST, BURLEIGH B7_2056 2056 9.3 14 0 $77,000 100% $77,000 WATERS Pump Station - NINETEENTH AV, B8_2006 2006 17.7 48.07 0 $102,500 90% $91,900 PALM BEACH

Pump Station - NINETEENTH AV, B8_2056 2056 22.7 48.07 0 $111,000 100% $111,000 PALM BEACH Pump Station - NINETEENTH AV, B9_2006 2006 58.3 60.01 0 $184,700 87% $161,100 ELANORA Pump Station - NINETEENTH AV, B9_2056 2056 72.6 57.73 0 $226,800 100% $226,800 ELANORA Pump Station - GUINEAS CREEK C1_2006 2006 171.7 125.23 0 $548,100 96% $527,100 RD, ELANORA Pump Station - GUINEAS CREEK C1_2056 2056 267.8 125.23 0 $838,900 100% $838,900 RD, ELANORA Pump Station - HAYTER ST, C10_2056 2056 13.4 15.27 0 $85,200 100% $85,200 CURRUMBIN WATERS Pump Station - BRADSHAW DV, C13_2006 2006 5.4 16.54 0 $67,300 100% $67,300 CURRUMBIN WATERS Pump Station - BRADSHAW DV, C13_2056 2056 7.1 16.54 0 $75,300 100% $75,300 CURRUMBIN WATERS Pump Station - BEINVENUE DV, C15_2056 2056 0 45.24 11.11 $90,100 100% $90,100 CURRUMBIN WATERS Pump Station - WHITSUNDAY DV, C17_2006 2006 0 14 2.91 $25,600 100% $25,600 CURRUMBIN WATER Pump Station - WHITSUNDAY DV, C17_2056 2056 0 14 3.36 $29,500 100% $29,500 CURRUMBIN WATER

Pump Station - RIVERSIDE DV, C2_2006 2006 0 12.72 19.47 $125,700 65% $81,700 CURRUMBIN WATERS Pump Station - RIVERSIDE DV, C2_2056 2056 0 12.72 3.23 $28,400 100% $28,400 CURRUMBIN WATERS

Pump Station - GALLEON WAY, C20_2006 2006 8.9 17.56 5.97 $129,800 80% $104,400 CURRUMBIN WATERS

254 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - GALLEON WAY, C20_2056 2056 12.6 17.56 5.13 $129,100 100% $129,100 CURRUMBIN WATERS Pump Station - NINETEENTH AV, C21_2006 2006 0 21.21 24.1 $157,400 80% $125,800 ELANORA Pump Station - NINETEENTH AV, C21_2056 2056 0 21.21 4.09 $42,700 100% $42,700 ELANORA Pump Station - OTTELIA DV, C24_2021 2021 38.34 31.42 0 $135,700 100% $135,700 LAKEWOODS, ELANORA Pump Station - OTTELIA DV, C24_2056 2056 49.4 31.42 0 $159,400 100% $159,400 LAKEWOODS, ELANORA

Pump Station - CASUARINA DV, C25_2006 2006 0 22.78 39.84 $232,800 79% $183,900 ELANORA Pump Station - CASUARINA DV, C25_2056 2056 0 22.78 8.13 $69,100 100% $69,100 ELANORA

Pump Station - WATER GUM ST C26_2006 2006 0 17.91 8.64 $73,000 12% $8,800 (LAKEWOODS), ELANORA Pump Station - WATER GUM ST C26_2056 2056 0 17.91 2.74 $24,100 100% $24,100 (LAKEWOODS), ELANORA Pump Station - BOYD ST, TUGUN, C27_2006 2006 100.4 2703.37 22 $1,015,400 100% $1,015,400 BILINGA Pump Station - BOYD ST, TUGUN, C27_2056 2056 141.5 2703.37 10.04 $1,090,300 100% $1,090,300 BILINGA Pump Station - LACEYS LANE, C28_2056 2056 0 102.16 40.51 $236,100 100% $236,100 PALM BEACH Pump Station - CNR ATKIN & C30_2011 2011 56.18 134.14 0 $193,000 100% $193,000 STATION STS, TUGUN Pump Station - CNR ATKIN & C30_2056 2056 91.6 134.14 0 $299,400 100% $299,400 STATION STS, TUGUN C31_2011 Pump Station - BOYD ST, TUGUN 2011 0 101.79 40.1 $234,100 100% $234,100 C31_2056 Pump Station - BOYD ST, TUGUN 2056 0 101.79 18.29 $122,300 100% $122,300

Pump Station - NYOKA CT, C33_2016 2016 15.32 19.05 0 $88,500 100% $88,500 ELANORA Pump Station - NYOKA CT, C33_2056 2056 9.8 19.05 1.92 $94,000 100% $94,000 ELANORA

Pump Station - TALLEBUDGERA C34_2056 CONNECTION ROAD, 2056 10.5 18.54 3.55 $109,500 100% $109,500 TALLEBUDGERA Pump Station - CHOWN AVE, C35A_2006 2006 0 5.42 0.86 $7,500 100% $7,500 CURRUMBIN WATER Pump Station - GALLEON WAY, C4_2006 2006 0 17.28 24.3 $151,600 81% $122,800 CURRUMBIN WATERS Pump Station - GALLEON WAY, C4_2021 2021 16.47 17.28 0 $91,600 100% $91,600 CURRUMBIN WATERS Pump Station - GALLEON WAY, C4_2056 2056 23.2 17.28 20.19 $232,000 100% $232,000 CURRUMBIN WATERS Pump Station - K P MCGRATH DV, C7_2016 2016 0 15.88 11.4 $91,800 100% $91,800 ELANORA Pump Station - K P MCGRATH DV, C7_2056 2056 0 15.88 15.59 $112,600 100% $112,600 ELANORA Pump Station - AVOCADO ST, C8_2056 2056 0 36.1 13.27 $101,900 100% $101,900 ELANORA Pump Station - NOOJEE ST, C9_2056 2056 60.4 21.63 0 $181,300 100% $181,300 CURRUMBIN WATERS Pump Station - MANAKIN AVE, SS12_2006 2006 12.6 16.54 19 $208,400 82% $171,600 BURLEIGH WATERS Pump Station - MANAKIN AVE, SS12_2056 2056 16.9 16.54 4.52 $132,400 100% $132,400 BURLEIGH WATERS Pump Station - OFF SULLIVANS RD SS40_2056 2056 10.4 40.72 0 $83,800 100% $83,800 (VALLEY VISTA, REEDY CREEK

Pump Station - REEDY CREEK SS49_2056 2056 9.4 36.72 21.59 $218,600 100% $218,600 ROAD, BURLEIGH WATERS

Ver.1.2 Amended Jan 2010 Infrastructure Charges Schedule 255 of 256

Item Wet Well DWS Total Cost IC Cost Description Year Kilowatt % IC Identification Volume Volume 2004$ 2004$ Pump Station - DOGGETT DV, SS64_2006 2006 48.6 15.52 0 $154,000 98% $151,100 MIAMI Pump Station - DOGGETT DV, SS64_2056 2056 23.5 15.63 31.64 $295,400 100% $295,400 MIAMI TH1_2006 Pump Station - ADINA AVE, BILINGA 2006 5.9 36.63 0 $75,200 100% $75,200 TH1_2021 Pump Station - ADINA AVE, BILINGA 2021 0 36.63 5.3 $46,300 100% $46,300 TH1_2056 Pump Station - ADINA AVE, BILINGA 2056 8.1 36.63 14.58 $190,700 100% $190,700 TH4_2056 Pump Station - LANG ST, BILINGA 2056 0 16.57 7.43 $63,500 100% $63,500

Pump Station - KORINA AV, TH5_2006 2006 127.8 268.78 0 $440,100 100% $440,100 COOLANGATTA Pump Station - KORINA AV, TH5_2056 2056 130.1 268.78 0 $447,600 100% $447,600 COOLANGATTA Pump Station - LANHAM ST TH6_2006 2006 47.5 129.65 0 $175,700 92% $161,100 (GOODWIN PARK), COOLANGATTA Pump Station - LANHAM ST TH6_2016 2016 0 129.65 49.2 $276,100 100% $276,100 (GOODWIN PARK), COOLANGATTA

Pump Station - LANHAM ST TH6_2056 2056 52.7 129.65 38.87 $413,100 100% $413,100 (GOODWIN PARK), COOLANGATTA Pump Station - BOUNDARY ST, TH7_2006 2006 9.8 79.21 0 $90,700 100% $90,700 COOLANGATTA Pump Station - BOUNDARY ST, TH7_2016 2016 0 79.21 17.1 $118,400 100% $118,400 COOLANGATTA Pump Station - BOUNDARY ST, TH7_2056 2056 0 79.21 9.22 $77,500 100% $77,500 COOLANGATTA Pump Station - BOMBALA ST, SP10_2006 2008 1700 4876.89 0 $5,650,900 82% $4,644,700 ROBINA Pump Station - BOMBALA ST, SP10_2056 2056 1544.2 5091.92 0 $1,173,600 100% $1,173,600 ROBINA

256 of 256 Infrastructure Charges Schedule Ver.1.2 Amended Jan 2010