water supply - Moreton Bay Regional Council

Transcription

Moreton Bay Regional Council – Pine Rivers Shire
Planning Scheme Policy
PSP22 Development Contributions for Trunk Infrastructure
– Water Supply
Moreton Bay Regional Council – Pine Rivers Shire
PSP22 Development Contributions for Trunk Infrastructure
– Water Supply
ADOPTION
Pine Rivers Shire Council adopted this planning scheme policy on 19 June 2006.
COMMENCEMENT
This planning scheme policy took effect from 15 December 2006.
Amendment 2/2008
ADOPTION OF AMENDMENT
Moreton Bay Regional Council adopted this amendment to the planning scheme policy on 19
August 2008.
COMMENCEMENT OF AMENDMENT
This amendment to the planning scheme policy took effect from 1 September 2008.
Amendment 1/2009
ADOPTION OF AMENDMENT
Moreton Bay Regional Council adopted this amendment to the planning scheme policy on 8
September 2009.
COMMENCEMENT OF AMENDMENT
This amendment to the planning scheme policy took effect from 29 October 2009.
This document contains the corrections identified in the "Planning Scheme Policies List of Corrections"
document, and reflects the directive by the CEO to implement those corrections. The adopted version of the
PSPs and the "Planning Scheme Policies List of Corrections" document can be accessed at Council's webpage.
I, Daryl Hitzman, A/Chief Executive Officer, of the Moreton Bay Regional Council, hereby
certify that this document is a true copy of the original.
Daryl Hitzman
A/Chief Executive Officer
TABLE OF CONTENTS
HEAD OF POWER ..................................................................................................................................................1
OBJECTIVE ............................................................................................................................................................1
DEFINITIONS / APPLICATION ..............................................................................................................................1
POLICY STATEMENT ............................................................................................................................................1
1 SCOPE .............................................................................................................................................................1
2 BACKGROUND INFORMATION.....................................................................................................................2
3 WATER SUPPLY METHODOLOGY ...............................................................................................................2
3.1
METHODOLOGY ...........................................................................................................................................2
3.2
W ATER SUPPLY SERVICE CATCHMENTS .......................................................................................................3
3.3
W ATER SUPPLY DEMAND ASSUMPTIONS ......................................................................................................3
4 WATER SUPPLY PLAN FOR TRUNK INFRASTRUCTURE .........................................................................6
4.1
W ATER SUPPLY TRUNK INFRASTRUCTURE NETWORK ....................................................................................6
4.2
W ATER SUPPLY TRUNK INFRASTRUCTURE VALUATIONS ................................................................................6
SCHEDULE A: DEMAND FACTORS...................................................................................................................11
SCHEDULE B: INFRASTRUCTURE CONTRIBUTION RATES..........................................................................14
SCHEDULE C: SERVICE CATCHMENTS ...........................................................................................................15
SCHEDULE D: NETWORK ASSETS ...................................................................................................................38
SCHEDULE E: DESIRED STANDARDS OF SERVICE.......................................................................................61
REVIEW TRIGGERS.............................................................................................................................................64
RESPONSIBILITY.................................................................................................................................................64
VERSION CONTROL............................................................................................................................................64
Moreton Bay Regional Council
PINERIVERSPLAN
PLANNING SCHEME POLICY PSP22 – DEVELOPMENT CONTRIBUTIONS FOR TRUNK INFRASTRUCTURE – WATER SUPPLY
PSP 22 – DEVELOPMENT CONTRIBUTIONS FOR TRUNK
INFRASTRUCTURE – WATER SUPPLY
Head of Power
This document is a Planning Scheme Policy for the purposes of the Integrated Planning Act 1997 (the Act)
and is made in compliance with the process prescribed in Schedule 3 of the Act.
Objective
The objective of this policy is to apportion the cost of Water Supply Trunk Infrastructure over all benefiting
development (existing and future) commensurate with the demand or load that existing and future
development will place on existing and planned future infrastructure while ensuring a reasonable and
equitable distribution of the costs of Water Supply Trunk Infrastructure works between Council and
developers of land in the former Pine Rivers Shire.
Definitions / Application
Application
This policy applies to all applications for development which has been made assessable against the
PineRiversPlan and which will utilise any part of the Water Supply Trunk Infrastructure Network. For the
purposes of this policy, the extent of the Water Supply Trunk Infrastructure Network within the former Pine
Rivers Shire is shown in Schedule D.
The policy outlines the basis of Council’s Infrastructure Contributions Regime for the Water Supply Trunk
Infrastructure Network in the former Pine Rivers Shire. It is to be read in conjunction with Planning Scheme
Policy PSP21 Development Contributions for Trunk Infrastructure – Administration Policy.
Payment of any monetary contribution under this policy will in no way relieve the development proponent
from any requirement under a condition of development approval to undertake non-trunk works or to connect
the development to trunk infrastructure. Nothing contained in this policy precludes Council and the
development proponent from entering into an infrastructure agreement in regard to the matters dealt with by
this policy.
Definitions
The definitions of applicable terms are contained in PSP21 Development Contributions for Trunk
Infrastructure – Administration Policy. Where a term used in this policy is not defined in PSP21 that term
shall, unless the context indicates or requires otherwise, have the meaning assigned to it in the
PineRiversPlan or in the Integrated Planning Act 1997.
Policy Statement
1
Scope
This policy sets out the basis for determining the amount of Development Contributions for Water Supply
Trunk Infrastructure which Council will impose as conditions of development approval. The provisions of this
policy shall apply to applications for development within the Shire which will utilise Water Supply Trunk
Infrastructure either immediately or at some time in the future. This policy:
•
is to be read in conjunction with Planning Scheme Policy PSP21 Development Contributions for Trunk
Infrastructure – Administration Policy;
•
specifies the assumptions made in determining the rate of the contribution payable towards the cost of
Water Supply Trunk Infrastructure within Council’s Designated Infrastructure Service Area (DISA);
•
lists the land use, density and demand assumptions made for predicting demand and planning the
Water Supply Trunk Infrastructure Network;
•
specifies the works, structures or equipment, which the Council determines to be Water Supply Trunk
Infrastructure;
•
establishes the estimated cost of construction and any required augmentation of the Water Supply
Trunk Infrastructure Network in respect of which contributions are to be made; and
•
lists the applicable Demand Factors and Schedules of Infrastructure Contributions Rates.
Effective from 29 October 2009
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PINERIVERSPLAN
2
Background Information
The methodology used in establishing the amount of required Trunk Infrastructure Contributions under this
policy is based on the report by John Wilson and Partners, “PINE WATER Priority Infrastructure Plan, Water
Supply & Sewerage”, September 2005 (the Study Report) which was formally adopted by the former Pine
Rivers Shire Council on 26 September 2005. The Study Report comprises:(1) Part 1 - Executive Summary (September 2005);
(2) Part 2 - Main Report (September 2005);
(3) Part 3 - Detailed Maps (September 2005); and
(4) Part 4 - Calculations and Supporting Data (September 2005).
The policy methodology has also been informed by:-
•
Pine Water, Update of Existing and Ultimate Demand Forecast in Water Supply Model and Provision of
a 15 Year Capital Works Program, Final Report November 2006 (MWH);
•
MWH, PIP Population Update Report, August 2007; and
•
Moreton Bay Water, Hydraulic Solution and Capital Works Program 2008/09.
3
Water Supply Methodology
3.1
Methodology
The methodology used for determining the rate of Infrastructure Contributions for Water Supply applied
under this policy is based upon the approach set out in the Department of Local Government and Planning's
IPA Guidelines 1/04 and 2/04 (dated 4 October 2004) and the Standard Infrastructure Charges Schedule
Nov 2008.
In summary, Infrastructure Contribution Rates for the Water Supply Trunk Infrastructure Network have been
derived in the following manner:(a) determine the service catchments for Trunk Infrastructure Delivery;
(b) estimate the amount of new development, or the planned / ultimate population and resulting demand on
1
the network within each service catchment ;
(c) determine the Trunk Infrastructure likely to be needed to service the development or planned / ultimate
population within the service catchment to deliver the Desired Standard of Service (DSS) outlined in
Schedule E of this policy. Where water supply trunk infrastructure is shared between service
catchments, the cost of these infrastructure components has been apportioned in proportion to the
relative demands;
(d) determine the current replacement costs for existing Trunk Infrastructure, and the future establishment
costs for required future Trunk Infrastructure in net present values for each service catchment; and
(e) derive the applicable Infrastructure Contribution Rates by dividing the total network costs in net present
values by the total discounted ‘ultimate’ demand on the network in the service catchment, thereby
producing a rate per selected demand unit.
The contribution rate, for each particular service catchment, was determined by applying the formula:-
CR Catchment = (Asset Values) / (Demand)
Where:CRCatchment
=
Asset Values =
Demand
1
Contribution Rate for an individual service catchment (expressed in $/EPW)
Value of Catchment’s Assets ($)
=
Σ(Current Replacement Cost of Existing assets at 01-01-2009 x proportion of the asset
utilised by the service catchment) + Σ (net present value at 01-01-2009 of future assets
x proportion of the asset utilised by the service catchment)
=
Σ(Existing Demand in the service catchment at 01-01-2009) + (Net Present Value at
01-01-2009 of the Future Demand to Ultimate Development) (expressed in EPW)
Note: For this network ‘ultimate’ demand represents demand at the end of the period to full development of the Shire assuming
densities consistent with the Planning Scheme and the Dakabin, Mango Hill and Griffin Local Area Plans.
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PINERIVERSPLAN
This methodology applies an equitable distribution of trunk infrastructure costs between Council (on behalf of
the existing community), and entities proposing new development. Each development proponent will only be
responsible for meeting the establishment costs of that proportion of the water supply trunk infrastructure
network planned to be consumed by that entity’s development proposal.
3.2
Water Supply Service Catchments
The Designated Infrastructure Service Area (DISA) for the former Pine Rivers Shire has been divided into the
Water Supply Service Catchments shown in Table 3.2A:-
Table 3.2A - Water Supply Service Catchments
WATER SUPPLY SERVICE CATCHMENTS
DAYBORO
ALBANY CREEK LLZ
ALBANY CREEK HLZ
CLEAR MOUNTAIN HLZ
DAKABIN
EATONS HILL HLZ
GRIFFIN
HILLS LLZ
HILLS HLZ
KALLANGUR
MANGO HILL
NORTH LAKES
PETRIE
SAMFORD DOWNS
SAMFORD VILLAGE
STRATHPINE / LAWNTON LLZ
SHORT NAME
DAY
ACL
ALC
CMH
DKB
EAH
GRF
HLA
HLH
KAL
MHL
NLK
PET
SAD
SAM
STR
The extent of each of the Service Catchments is shown graphically on the maps contained in Schedule C.
The North Lakes development at Mango Hill and the development of the former CSIRO land in the Samford
Valley are subject to infrastructure agreements, and, as such, are specifically excluded from the scope of this
policy.
While it is acknowledged that these catchments do impose a load on existing trunk infrastructure, and that
load is likely to increase over time until the development in those areas is completed, appropriate
mechanisms have been included in the Contributions regime adopted under this policy to ensure that the
costs associated with this load are not passed onto other development.
3.3
Water Supply Demand Assumptions
Approach to Demand and Load Modelling
The reports referred to in Section 2 of this policy document both assumed demand across the whole Shire
and the most cost effective strategy for servicing those demand areas as well as providing a valuable input
into aligning Council’s Capital Works Programs with assumed growth rates. These reports cover the full
anticipated extent of urban areas within the Shire up to the planning horizon of this policy.
As part of the revisions undertaken to produce this version of the policy, new Demand and Load Models for
Water Supply, consistent with the Planning Assumptions documented in PSP21 Section 3 were built. The
demand for 2026 was compared to the changes in demand indicated in Council’s previously adopted Water
Master Plan for the period 2006 to full development of the Shire assuming densities consistent with the
Planning Scheme and the Dakabin, Mango Hill and Griffin Local Area Plans – this being termed ‘ultimate’
development. Council’s consultants advised that the differences were minor. The Hydraulics Models have
been re-run to reflect the new Desired Standards of Service and the permanent water restrictions imposed
for SEQ by the State.
The determination of demand and load for residential zoned land was based on population numbers
assumed for the land. Demand and load for non-residential zoned land was derived from land use zoning
and an assumed number of Equivalent Persons (Water) per hectare per zone as outlined in Table 3.3A. The
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PINERIVERSPLAN
rate of growth of non-residential demand was linked directly to the growth in employment on the cadastral
base.
Water Supply Demand Assumptions
The Demand Projections, Capacity Planning and Infrastructure Contribution Rates developed for the Water
Supply Network are expressed in the Standard Demand Units of ‘Equivalent Person (Water)’ (EPW).
One EPW equates 296 litres per person per day in accordance with the permanent water restrictions in place
in South East Queensland.
For Non-Residential Demand, the assumptions for each zone expressed in EPWs per hectare are also
shown in Table 3.3A. They have been verified by averaging water billing data for the years 2004-2005 (Level
1 Water Restrictions only) by land use, zone and site area and reflect the average or, if higher, allowable
consumption.
Table 3.3A - Water Demand Assumptions for Residential and Non-Residential Areas
Assumed Development Density in
EPW’s/ha
Planning Scheme Zone
RESIDENTIAL A
RESIDENTIAL B
SPECIAL RESIDENTIAL
PARK RESIDENTIAL
RURAL RESIDENTIAL
CENTRAL BUSINESS
COMMERCIAL
LOCAL BUSINESS
NEIGHBOURHOOD FACILITIES
URBAN VILLAGE
VILLAGE CENTRE
HOME INDUSTRY
SERVICE INDUSTRY
GENERAL INDUSTRY
EXTRACTIVE INDUSTRY
FUTURE URBAN
RURAL ZONE (COAST AND RIVER LANDS LOCALITY)
RURAL ZONE (URBAN, MAJOR EMPLOYMENT CENTRE, CATCHMENT,
RURAL LIVING, VILLAGE, MT SUMMIT AND FORESTS LOCALITIES)
CONSERVATION
PARK AND OPEN SPACE
SPORTS AND RECREATION
SPECIAL FACILITIES
SPECIAL PURPOSES
Population Forecast as per Planning Assumptions
30
30
30
30
30
30
10
15
30
15
30
7.5
7.5
0
5
15
15
15
Projected Water Supply Demand
Projected ultimate NPV demand for the water supply trunk network is shown in Table 3.3B. To satisfy the
discounted cash flow methodology requirements of calculating the infrastructure contribution rates, existing
demand is added to the value of future demand which has been indexed for anticipated fluctuations in
construction costs (generally increases) and discounted for cost of capital, resulting in NPV Demand.
Table 3.3B –NPV Demand in EPWs by Water Supply Service Catchment2
Actual
Service Catchment
ALBANY CREEK HLZ
ALBANY CREEK LLZ
CLEAR MOUNTAIN HLZ
DAKABIN
DAYBORO
EATONS HILL HLZ
GRIFFIN
HILLS HLZ
HILLS LLZ
2
RES
ULTIMATE
5,727
10,633
11,744
9,848
2,653
3,702
21,632
3,071
19,829
NONRES
ULTIMATE
5,765
1,667
3,227
3,049
926
107
404
250
4,489
NPV
TOTAL
ULTIMATE
11,492
12,299
14,971
12,898
3,579
3,810
22,037
3,321
24,318
RES
ULTIMATE
11,584
6,425
12,024
9,432
2,564
4,282
20,127
3,265
21,285
NONRES
ULTIMATE
1,641
2,917
1,635
2,874
908
105
379
239
8,518
TOTAL ULTIMATE
13,226
9,342
13,659
12,306
3,471
4,387
20,507
3,504
29,803
Differences between the total value and the sum of the column can occur due to values being displayed without cents. Background
calculations including cents are correct.
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PINERIVERSPLAN
Actual
Service Catchment
KALLANGUR
MANGO HILL
NORTH LAKES
PETRIE
SAMFORD
SAMFORD DOWNS
NPV
RES
ULTIMATE
36,020
15,470
17,612
8,112
2,667
3,520
38,097
NONRES
ULTIMATE
13,672
1,018
13,016
4,606
393
634
33,270
TOTAL
ULTIMATE
49,692
16,487
30,629
12,718
3,060
4,154
71,367
RES
ULTIMATE
39,159
14,855
23,689
9,209
1,020
2,105
40,222
NONRES
ULTIMATE
12,110
952
11,152
4,152
405
701
23,867
TOTAL ULTIMATE
51,270
15,807
34,841
13,361
1,425
2,806
64,089
210,336
86,493
296,830
221,247
72,555
293,802
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PINERIVERSPLAN
4
Water Supply Plan For Trunk Infrastructure
4.1
Water Supply Trunk Infrastructure Network
The following Infrastructure items as shown on the maps contained in Schedule D of this policy are deemed
to be Trunk Infrastructure for the purpose of planning and funding of the Trunk Water Supply Network:(1) pumping stations and trunk mains to transport the treated water to distribution or storage reservoirs or
elevated tanks;
(2) distribution or non-regional storage reservoirs and elevated tanks;
(3) chlorination and rechlorination equipment;
(4) trunk delivery and distribution infrastructure (generally 300mm diameter mains and larger) which
transports the water from distribution or storage reservoirs to the reticulation system, or which provides
a general benefit to the water supply scheme;
(5) local control and monitoring systems;
(6) the following specific items of Infrastructure within the rural residential areas:•
the 250mm diameter main which traverses Bunya Road and thence runs northwards to supply the
Bergin and Wongam Creek area;
•
the 200mm and 220mm diameter mains supplying reservoirs in Samford Village and Samford
Downs;
(7) the 100mm and 150mm diameter mains at Dayboro from:•
the intake wells to the treatment plants;
•
the treatment plants to the Low Level Zone reservoir; and
•
the Low Level Zone No. 1 (Roderick St) reservoirs to the High Level Zone reservoir at Sellin Road;
and
(8) bulk water meters, pressure and flow control valves as well as the telemetry/SCADA systems which
provide system monitoring and/or control.
Assets are also grouped into ‘Active’ and ‘Passive’ Assets:
Active water infrastructure assets consist mainly of above ground visible assets such as treatment plants,
pumping stations, reservoirs and dams.
Passive water infrastructure assets consist of underground assets such as trunk mains, reticulation mains,
pipe fittings and property connections.
The various elements of this Trunk Infrastructure are shown on the maps in Schedule D and are tabulated in
Section 4.2.
Specific Exclusions
The North Pine Dam WTP is situated in the Pine Rivers Shire but it is neither owned nor operated by
Council. Treated water from this facility is supplied to Council under a Bulk Supply Agreement. Hence, this
facility has been excluded from infrastructure contribution calculations on the grounds that establishment
costs are recovered by the current owner/operator through the water tariff detailed in the Bulk Supply
Agreement.
4.2
Water Supply Trunk Infrastructure Valuations
Costing information for existing Passive Assets
Valuations of existing water mains and other passive assets listed in this policy are based on a report titled
“Water and Sewerage Mains Unit Costs” dated March 2006 prepared by Consultant Cardno Limited. The unit
rates provided therein only take into account pipe diameter and depth. Refinements such as type of soil,
water table, acid sulphate soil, urban or rural etc are not considered but the rates do include 20% oncost for
construction in sand in an urban residential area. Valuations of water mains include an allowance for
connections, valves and hydrants. The valuations shown in Tables 4.2A and 4.2B have been derived directly
from the June 2006 asset valuations for Pine Water’s assets and are higher than those calculated using the
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PINERIVERSPLAN
rates reported in Cardno’s March 2006 report due to escalation from March 2006 to January 2009 based on
Rawlinson’s Construction Index for Brisbane.
Costing information for existing Active Assets
Current replacement value of existing active assets was determined ‘in house’ using the criteria contained
within the definition of the ‘establishment cost of trunk infrastructure’ in IPA.
Costing information for Planned Future Assets
Costs for Future Assets have been derived using the estimates in the current Capital Works Program
escalated to reflect values current at 1 January 2009.
Table 4.2A – Water Supply Trunk Infrastructure Establishment Cost3
Network Value (current at 01 January 2009)
Existing Assets
$130,749,426
Future Infrastructure
$34,761,498
TOTAL
$165,510,923
Existing Water Supply Asset Schedule
Table 4.2B - Existing Active Trunk Water Supply Assets 4
Existing Active Assets
Network Cost (current at 1 January 2009)
MAJOR ASSETS
Bulk Water Meters
RESERVOIRS & TANKS
Albany Creek High Level Reservoir - 6.8ML
Albany Creek Low Level Reservoir No. 1 - 2.25ML
Albany Creek Low Level Reservoir No. 2 - 9ML
Barber Road H. L.Reservoir (New) - 4.6ML
Barber Road L. L Reservoir - 4.5ML
Boundary Rd Reservoir No 2 - 32ML
Boundary Road Reservoir No 1- 18.2ML
Clear Mountain Reservoir No. 1 - 2ML
Clear Mtn Res No 1 - 9ML
Dayboro High Level
Dayboro High Level Reservoir - 1.25ML
Dayboro Low Level
Eatons Hill Reservoir - 8.4ML
Eatons Hill Tower - 0.45ML
Hutton Road Reservoir No. 2 - 15.5ML
Hutton Road Reservoir, No. 1 - 9ML
Ira Buckby - Reservoir No 1- 24ML
Ira Buckby 60ML Reservoir
Kallangur Tower - 0.25ML
Mt Mee Reservoir -1.8ML
Petrie Tower Water Station - 0.45 ML
Samford Downs Reservoir No. 1 - 1ML
Samford Downs Reservoir No. 2 - 2.40ML
Samford Downs Reservoir No. 3 (Bygott's Rd)- 4.2ML
Torrens Road Tower- 0.15ML
W640 Pressure Valves
WP5230 - Dayboro Rd - below dam
WP6140 - Kallangur
WP6190 - Kallangur High Level
WP6280 - Torrens Rd, Petrie
WP6300 - James Cash Park, Eatons Hill
WP6310 - Eatons Hill
$294,444
$1,978,482
$1,188,519
$2,325,784
$1,698,414
$1,541,879
$5,490,733
$3,469,215
$1,029,092
$1,579,834
$1,791,558
$225,851
$232,744
$566,787
$452,961
$2,302,651
$1,380,812
$3,312,798
$2,345,475
$4,001,726
$9,329,656
$459,268
$71,415
$1,380,559
$759,085
$1,169,489
$1,553,404
$310,751
$16,231
$2,452,231
$1,229,776
$359,382
$211,489
$690,839
$145,628
3
Values in this table exclude any water trunk infrastructure directly attributable to the North Lakes catchment as these are subject to a
separate agreement and charge.
4
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PINERIVERSPLAN
Existing Active Assets
Network Cost (current at 1 January 2009)
WP6400 - Albany Creek High Level WP
WP6500 - Albany Creek, Low Level
WP6510 - Ira Buckby Rd
WP6630 - Barber Rd
WP6700 - Strathpine Booster WP
WP6810 - Dayboro LL Res PS
WP7100 - Regent St
WP7600 - Gibbons Rd, Samford
System Leakage Management
$966,863
$1,701,726
$856,120
$574,985
$2,650,859
$201,878
$1,211,120
$521,570
$2,582,500
$68,616,587
Future Water Supply Trunk infrastructure
Table 4.2C Future Asset Schedule 5
Project ID
Project Name
WATER SUPPLY PROGRAMME
PIPWS0029 Source Augmentation - Dayboro
NEW RESERVOIRS
RES-03, Dayboro LLZ Res No 2 near the existing
PIPWS0002
reservoir site (1.5Ml)
PIPWS0003 RES-04, Boundary Road Reservoir No 3 (24Ml)
MAINS
WM-NLC, (500mm x 2800m) Main for feed from North
PIPWS0031
Link Main Connector
PIPWS0032 Flow Modulated Valve - RCC Main Protheroe Road
WM-BA01, (750mm x 2600m) Hughes Road
PIPWS0006
(Boundary Road Res to Old Gympie Road)
WM-KW01, (750mm x 1300m) Old Gympie Road
PIPWS0007
(Hughes Road to White Horse Road)
WM-WA01, (750mm x 2300m) Old Gympie Road
PIPWS0008
(White Horse Road to Anzac Avenue)
WM-KN02, (600mm x 180m) - Hughes Road (Old
PIPWS0009
Gympie Road to Goodwin Road)
WM-OB01, (750 mm x 864m) Kerr Road Main (Old
PIPWS0010
Gympie Road-Balstrup Road)
WM-BR01, (750mm x 62m) Boundary Road
PIPWS0011
Reservoir intake Main
WM-BY01, (300 mm x 428m) Anzac Avenue across
PIPWS0038
the Creek to Brays Road
WM-NS02A, (450mm x 911m) North South Arterial
PIPWS0015
Road up to Kinsellas Road East
WM-NS02B, (375mm x 410m) Kinsellas Road East to
PIPWS0033
Future Transport corridor
WM-DG01, (300mm x 408m) Dohles Rocks Road
PIPWS0016
(across Bruce Highway)
WM-KRE, (375mm x 1250m) Water trunk main along
PIPWS0039
Kinsellas Road East
WM-MVR, (300mm x 1650m) Water trunk main along
PIPWS0034
Maryvale Road
WM-FWC, (300mm x 2300m) Water trunk main for
PIPWS0035
Freshwater Creek development
WM-DHN, (300mm x 1220m) Water trunk main along
PIPWS0036
Dohles Rocks Road & Henry Road
WM-KRM, (450mm x 120m) Duplication of main from
PIPWS0037
Kallangur Booster Pumps
PIPWS0019
WM-BR02, (1200 m x 150mm) - Buranda Road Loop
PIPWS0028
WM-JM01, (178m x 100mm) - Fire Flow Deficiency
Jancy Court
5
Anticipated
Commencement
of Construction
2009
Service
Catchment
Dayboro
NPV 01 January 2009
$4,000
2009/2010
2010/2012
Dayboro
Petrie/Kallangur
$698,222
$2,045,140
2009/2012
2009
Petrie/Kallangur
Petrie/Kallangur
$3,395,714
$61,000
2009
Petrie/Kallangur
$3,563,763
2009
Petrie/Kallangur
$2,500,000
2009
Petrie/Kallangur
$5,552,289
2009
Petrie/Kallangur
$416,200
2009
Petrie/Kallangur
$1,553,504
2016
Petrie/Kallangur
$138,393
2009
Petrie/Kallangur
$330,000
2009
Petrie/Kallangur
$848,431
2010
Petrie/Kallangur
$457,527
2009/2011
Petrie/Kallangur
$425,602
2009/2011
Petrie/Kallangur
$1,286,753
2009/2011
Petrie/Kallangur
$1,682,677
2009/2011
Petrie/Kallangur
$2,335,920
2009/2011
Petrie/Kallangur
$1,237,263
2017
2009/2010
2009/2010
Petrie/Kallangur
Clear
Mountain/Samford
Clear
Mountain/Samford
$86,201
$698,387
$79,731
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PINERIVERSPLAN
Project ID
Project Name
WM-LR01, (150mm x 1030m) Extension of supply
main to reservoir site
DISINFECTION BOOSTER STATIONS
Disinfection booster system (most likely at Albany
PIPWS0024
Creek LL Res., complex.)
SYSTEM LOSS MANAGEMENT
System loss management (40% subsidy deducted)
Total
PIPWS0022
Anticipated
Commencement
of Construction
Service
Catchment
NPV 01 January 2009
2009/2010
Dayboro
$1,423,655
2009/2010
Hills
$2,247,863
2009/2012
All
$1,693,265
$34,761,497
Page 9
ALBANY CREEK HLZ
CLEAR MTN HLZ
DAYBORO
EATONS HILL HLZ
HILLS HLZ
HILLS LLZ
KALLLANGUR
PETRIE
SAMFORD VILLAGE
SAMFORD DOWNS
STRATHPINE LAWNTON LLZ
DAKABIN
GRIFFIN
MANGO HILL
40
$5,686,707
$1,559,618
$5,118,429
$2,526,840
$9,534,577
$5,360,735
$1,965,028
$426,840
$4,892,007
$17,586,221
$1,168,271
$1,663,195
$1,351,993
$70,198,930
55
$3,041,741
$0
$801,954
$1,305,935
$8,594,251
$10,664,434
$3,437,467
$1,265,724
$2,599,896
$14,333,642
$1,297,127
$1,573,209
$4,705,612
$60,550,496
80
$787,698
$2,148,573
$28,685
$207,594
$1,765,671
$9,993,947
$513,339
$90,986
$18,347
$419,055
$2,415,511
$9,887,279
$5,844,868
$34,761,498
75
$9,516,146
$3,708,190
$5,949,068
$4,040,368
$19,894,500
$26,019,116
$5,915,834
$1,783,550
$7,510,251
$32,338,917
$4,880,910
$13,123,683
$11,902,473
$165,510,923
26
13,659
3,471
4,387
3,504
29,803
51,270
13,361
1,425
2,806
64,089
12,306
20,507
15,807
258,963
89
$416
$449
$1,167
$721
$320
$105
$147
$300
$1,743
$274
$95
$81
$86
86
$223
$0
$183
$373
$288
$208
$257
$888
$927
$224
$105
$77
$298
$7
$58
$619
$7
$59
$59
$195
$38
$64
$7
$7
$196
$482
$370
81
$697
$1,068
$1,356
$1,153
$668
$507
$443
$1,252
$2,676
$505
$397
$640
$753
TOTALS
PINERIVERSPLAN
Schedule A: Demand Factors
Demand factors are calculated based on defined uses within the jurisdiction of each relevant planning scheme, and
are therefore unique to each district within the Moreton Bay Regional Council area.
Table A - Demand Factors for Water Supply Infrastructure Contributions
DEMAND FACTOR
1
2
3
4
5
6
DEMAND FACTORS FOR MCUs PineRiversPlan Land use
Accommodation Units
Adult Product Shop
Agriculture
Airstrip
Animal Accommodation
Aquaculture
7
Associated Unit
8
Bed and Breakfast Accommodation
9
Bulk Garden Supplies
10
11
12
13
14
15
16
Camping Grounds
Car Depot
Car Park
Caravan/Transportable Home Park
Caretaker’s Residence
Cattery
Cemetery
17
Child Care Centre
18
19
20
Commercial Services
Video Store
Community Facilities
Concrete Batching Plant
21
Contractor’s Depot
22
23
24
25
Crematorium
Dairy
Detached House
Display Home
26
Domestic Storage
27
Duplex Dwelling
28
Educational Establishment
29
30
31
32
33
34
Environmental Park
Estate Sales Office
Extractive Industry
Farm Forestry
Fast Food Delivery Service
Food Outlet - Restaurant
Drive Through
Funeral Parlour
General Industry
Hardware Shop
Hazardous and Offensive Industry
(other than below)
Oil Depot & Refinery
35
36
37
38
1.65 EPW/du
10 EPW/ha
50 EPW/ha
2.9 EPW/du
2.3 EPW/ha
0.10 EPW/licensed child
and each staff member
at planned capacity
COMMENT
Refer Motel
Refer Shop
Assess Impact on Application
JWP 1995 - Multiunit Dwellings
(single level, semi-detached)
JWP 1995 - Warehouses and Bulk
Stores
JWP 1995
Refer Detached House
JWP 1995
JWP 1995 - Child Care Excluding
Kindergartens
JWP 1995 - Builders Yard and
Contractors Yard
5 EPW/ha
2.9 EPW/du
2.9 EPW/du
2 EPW/Domestic
Storage Building
5.8 EPW/duplex
0.15 EPW / student and
each staff member at
planned capacity
N/A
2
JWP 1995 - Outbuildings
Includes Kindergarten
Refer Office
0.04 EPW / m GFA
2
0.05 EPW / m GFA
2
0.03 EPW / m GFA
5 EPW/ha
JWP 1995 - Oil Depot & Refinery
Page 11
PINERIVERSPLAN
DEMAND FACTOR
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
High Density Multiple Dwelling Units
(0.8 floor area ratio)
Home Business
Hospital
Hotel
Indoor Entertainment and Sport
Squash Courts
Tennis Courts
Gymnasiums & Other
Infill Housing
Institution
Intensive Animal Husbandry
Kennels
Local Utilities
Low Density Multiple Dwelling Units
Major Telecommunication Facility
Market
Medium Density Multiple Dwelling
Units (0.5 floor area ratio)
Motel
Motor Sport
Night Club
Non-Intensive Animal Husbandry
Office (other than below)
Bank
Doctor / Dentist Surgery
Medical Centre
Outdoor Recreation (other than
below)
Sports Club / Facilities
N/A
2.9 EPW/du
Sportsground and Racecourse
5 EPW/ha
2
0.05 EPW / m GFA
2
0.04 EPW / m GFA
2.9 EPW/du
1.65 EPW/du
0.015 EPW
0.015 EPW
0.023 EPW
0.025 EPW
10 EPW/ha
60
61
Park
Passenger Terminal
N/A
62
Pensioner Units
1.35 EPW/du
63
64
65
66
Place of Worship
Public Utilities
Radio Station
Recycling Depot
N/A
68
69
70
71
72
73
74
75
Retirement Village
Road Purposes
Rural Industry
Salvage Yard
Service Industry
Service Station
Shooting
Shop
Standalone Retail Shop /
Convenience Store
Local Shopping Centre (Convenience
a
b
2
Refer Restaurant
/ m GFA
2
/ m GFA
2
/ m GFA
2
/ m GFA
Tennis Courts
Outdoor Sales
Retail Nursery
JWP 1995 - Multiunit Dwelling
(Flats, multilevel)
1.65 EPW/du
59
67
COMMENT
JWP 1995 - Sports Club / Facilities
JWP 1995 - Sportsground and
Racecourse
JWP 1995 - Multiunit Dwelling
(Flats, multilevel)
Refer Office
Assess Impact on Application, but
70-100 EPW/ha would seem
reasonable based on real world
examples
N/A
2
0.023 EPW / m GFA
2
0.023 EPW / m GFA
2
0.023 EPW / m GFA
Page 12
PINERIVERSPLAN
DEMAND FACTOR
COMMENT
77
78
79
80
Shopping Centre)
Central Business Shopping Centre
(incl. Supermarket)
Major Shopping Centre
Showroom (other than below)
2
Fruit and Vegetable store >300m
Simulated Conflict
Special Use
Stock Sales Yard
Tourist Cabins
81
Vehicle Sales
10 EPW/ha
82
83
Veterinary Clinic
Veterinary Hospital
0.025 EPW / m GFA
2
0.025 EPW / m GFA
84
Warehouse
10 EPW/ha
JWP 1995 - Warehouses & Bulk
Stores
5.8 EPW/lot
15 du/ha developable area
4.55 EPW/lot
2.9 EPW/lot
4.55 EPW/lot
101.5 EPW/ha
developable area
4.55 EPW/lot
4.55 EPW/lot
4.55 EPW/lot
N/A
c
d
76
2
2
Special Residential Urban (1250m )
Special Residential Non-Urban
Park Residential
Rural Residential
Future Urban
Central Business
Commercial
Local Business
Neighbourhood Facilities
Urban Village
Village Centre
Home Industry
Service Industry
General Industry
Extractive Industry
Rural (Coast & Riverlands Locality.)
Rural (Urban, Major Employment
Centre, Catchment, Rural Living,
Village, Mt Summit and Forest
Localities)
Conservation
Park & Open Space
Sports & Recreation
Special Purposes
2
0.023 EPW / m GFA
2
0.01 EPW / m GFA
2
0.025 EPW / m GFA
2
DEMAND FACTOR FOR RALs
Residential A & Future Urban
2
Lot Size ≤1200m – (can
accommodate Duplex)
2
Lot Size < 1200m - to accommodate
Associated Unit
2
Lot Size < 1200m - single dwelling
Residential B & Future Urban
2
Residential B ≤600m
Residential B lots >600m
2
0.023 EPW / m GFA
JWP 1995 - Sales Area Outdoors
(Dealers and Car and Boats etc)
30 EPW/ha site area
30 EPW/ha site area
30 EPW/ha site area
30 EPW/ha site area
30 EPW/ha site area
30 EPW/ha site area
10 EPW/ha site area
15 EPW/ha site area
30 EPW/ha site area
15 EPW/ha site area
7.5 EPW/ha site area
1.25 du/ha developable area
1.25 du/ha developable area
N/A
Refer Residential A & B
Water Planning Assumptions
7.5 EPW/ha site area
0 EPW/ha site area
N/A
15 EPW/ha site area
15 EPW/ha site area
Page 13
PINERIVERSPLAN
Schedule B: Infrastructure Contribution Rates
Table B – Water Supply - Infrastructure Contribution Rates (ICR’s)
Service Catchment
DAYBORO
ALBANY CREEK LLZ
ALBANY CREEK HLZ
CLEAR MTN HLZ
EATONS HILL HLZ
HILLS HLZ
HILLS LLZ
KALLANGUR
PETRIE
SAMFORD VILLAGE
SAMFORD DOWNS
STRATHPINE LAWNTON LLZ
DAKABIN
GRIFFIN
MANGO HILL
ICR / ($/EPW)
DAY
ACL
ALC
CMH
EAH
HLA
HLH
KAL
PET
SAM
SAD
STR
DAK
GRN
MGH
$1,068
$778
$881
$697
$1,356
$1,153
$668
$507
$443
$1,252
$2,676
$505
$397
$640
$753
Page 14
PINERIVERSPLAN
Schedule C: Service Catchments
Page 15
MAP SHEET INDEX
1.5
Pine Rivers Shire
3.3
3.5
OCEAN VIEW
MOUNT PLEASANT
5.3
5.5
5.7
KING SCRUB
7.1
7.3
7.5
LACEYS CREEK
7.7
7.9
7.11
7.13
DAYBORO
RUSH CREEK
KURWONGBAH
NORTH LAKES
ARMSTRONG CREEK
9.1
9.3
DAKABIN
9.5
9.7
9.9
9.11
9.13
SAMSONVALE
MANGO HILL
KALLANGUR
WHITESIDE
11.1
11.3
11.5
11.7
MURRUMBA DOWNS
11.9
PETRIE
11.11
11.13
GRIFFIN
JOYNER
LAWNTON
KOBBLE CREEK
CASHMERE
13.1
13.3
13.5
BRAY PARK
13.7
13.9
13.11
WARNER
MOUNT GLORIOUS
STRATHPINE
CLEAR
MOUNTAIN
MOUNT SAMSON
BRENDALE
CLOSEBURN
CEDAR CREEK
15.3
15.5
15.7
15.11
15.9
EATONS HILL
YUGAR
HIGHVALE
DRAPER
ALBANY CREEK
MOUNT NEBO
17.4
SAMFORD VALLEY
17.6
SAMFORD
VILLAGE
17.8
BUNYA
FERNY HILLS
WIGHTS
MOUNTAIN
19.4
19.6
JOLLYS LOOKOUT
17.10
ARANA EVERTON
HILLS
HILLS
CAMP MOUNTAIN
19.8
19.10
13.13
A ST
VINERY
PL
TA REEN
RD
PL
SE
BAKER
WIDDE
N
LLIN
OA KLAN
D CT
RD
T ME
RD
RO YSTO N
LYNDHURST RD
N
MO U
RD
EK
ST
WATTL
EB
RAE ST
ROAD
SELLIN
CRE
E RD
LE
SL
IE
CT
U
MO
NT
BO
BB
IE
CT
PL
EA
SA
NT
DIA
RD
YS
CR
EE
CRE
D
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LA
CE
YS
CR
EE
K
KR
FING ER
BO
T
RD
D
B
TO
LA
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CR
EE
K
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T
ED
MO
ND
SC
T
RD
MCKENZ
LA
RO
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DE
OD
R
K
FINGE RB
EE
BR
CR
AH
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M
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DAYBORO
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RD
HAY
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AD
C
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OR
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BR
IA
MS
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AD
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WI
RD
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LE
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CA
YS
PD
RA
FT
PL
STRAIN
T
RD
PL
ST
KS
YR
A
D
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NE
AN
OO
ES
DE
LA
KH
YB
DA
W
UIC
RO
DE
M
GY
H
AT
CR
CT
HE
CT
VIEW
RD
M
C
S
ME
HILL
WE
RO
R
T
HO
O
C
RD
H
EW
NT
VI
GE
R
IV
ER
RD
NU
RD
RO WE RD
ARD RD
OARD RD
CE
EYS
C
CT
LA
LA C
EY
DR
AN
AC
ST
NE
M
SADDLE
EL
ST
CH
BA CK
EN
Y
LL
DR
KE
JACKAROO CT
AI
R
ST
RO
HL
FS
T
DO
NG
LI
W
S
RI
ST
R
MO
ST
LA
ID
W
LA
ST
RO
RD
CL
AD
CL
U
MO
ER
YN
KL
INN
OV
GL
EC
G
MC
BR
NT
D
RD
250
Metres
375
500
Base material reproduced with the permission of the
Director-General, Dept, of Natural Resources.
Copyright The State of Queensland
(Dept. Natural Resources) 2006.
Copyright Pine Rivers Shire Council 2006
Copyright Moreton Bay Regional Council and Department of Natural Resources and Water
Moreton Bay Regional Council supplies this map under the following conditions:- Mapping details
are supplied from information contained in the Council's records which may have been furnished
to the Council by other persons. Moreton Bay Regional Council gives no warranty or guarantee of
any kind, expressed, implied, or statutory, to the correctness or accuracy of the map details or the
degree of compliance with any Council standards in this matter. Persons making decisions with
financial or legal implications must not rely upon the map details shown on this plan for the purpose
of determining whether any particular facts or circumstances exist and the Moreton Bay Regional
Council (and its officers and agents) expressly disclaim responsibility for any loss or damage
suffered as a result of placing reliance upon this information.
Regional Water Catchments Local Water Catchments
DAYBORO
ALBANY CREEK HLZ
PINE CENTRAL
ALBANY CREEK LLZ
CLEAR MOUNTAIN HLZ
DAYBORO
EATONS HILL HLZ
HILLS HLZ
HILLS LLZ
KALLANGUR
NGC
O
CT
L
RE
JU
FF
SR
D
STRO NG
RD
D
NR
125
M
SO
62.5
S
N
BA
MP
0
OS
D
SA
LE
CR
ES
R
ING
LP
T
NT
WS
PE
SR
D
E RD
BRISCO
FF
U
MO
JU
AS
R
ON
R
MS
VE
SA
LO
G
NORTH LAKES
PETRIE
SAMFORD
SAMFORD DOWNS
5.3
5.5
5.7
7.3
7.5
7.7
9.3
9.5
9.7
PLANNING SCHEME POLICY PSP22
DEVELOPMENT CONTRIBUTIONS
FOR TRUNK INFRASTRUCTURE WATER
EFFECTIVE FROM 29 October 2009
ROA
MORETON BAY REGIONAL COUNCIL
Pine Rivers Shire
Map Number 7.5
D
NGC
7.9
7.11
7.13
9.9
9.11
9.13
11.9
11.11
11.13
ST
PD E
NORTH LAKES
PETRIE
SAMFORD
SAMFORD DOWNS
BY
BAT
EATONS HILL HLZ
HILLS HLZ
HILLS LLZ
KALLANGUR
NGC
LLA
WA
M
WO
DAYBORO
ALBANY CREEK HLZ
PINE CENTRAL
ALBANY CREEK LLZ
CLEAR MOUNTAIN HLZ
DAYBORO
A PD E
BILBY LN
ST
ST
500
ER
Metres
375
ECHIDN
GO
250
DIN
125
M
T
OS
62.5
SSU
E
PD
RO
ST
GL ID
RD
RE
GA
N G BA
HA
KAN
N AR A
NORTH LAKES
PO
0
A CT
QU OKKA
ST
BO UNTY BLV
D
WALLAROO CCT
MULG AR
Pine Rivers Shire
Map Number 7.11
LACEB
0
62.5
125
NORTH LAKES
ARK ST
250
Metres
375
500
DAYBORO
ALBANY CREEK HLZ
PINE CENTRAL
ALBANY CREEK LLZ
CLEAR MOUNTAIN HLZ
DAYBORO
EATONS HILL HLZ
HILLS HLZ
HILLS LLZ
KALLANGUR
NGC
NORTH LAKES
PETRIE
SAMFORD
SAMFORD DOWNS
7.11
7.13
9.11
9.13
Pine Rivers Shire
Map Number 7.13
DAYBORO
N
MO U
T SA
CRO
SSIN
LE
EC
SR
D
L
G RD
CR
EE
K
LN
D
WA R
TEMPORARILY CLD
D
WO O
RD
LE E S
N
D
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DO
FF
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JU
ARMSTR
ONG CR
EEK
RD
RD
PL
ARM ST
RO NG
CREEK
RD
MIM BURI
IT
WH
PO STM
ON
D
ER
ANS TR
K
RD
RAY BO
O KE
R CT
WA
TS
ESID
MO UN T
KO B
CRE
SAM SO
B LE
62.5
125
250
Metres
375
500
DAYBORO
ALBANY CREEK HLZ
PINE CENTRAL
ALBANY CREEK LLZ
CLEAR MOUNTAIN HLZ
DAYBORO
EATONS HILL HLZ
HILLS HLZ
HILLS LLZ
KALLANGUR
NGC
NORTH LAKES
PETRIE
SAMFORD
SAMFORD DOWNS
N RD
D
EK R
0
7.3
7.5
7.7
9.3
9.5
9.7
11.3
11.5
11.7
Pine Rivers Shire
Map Number 9.5
CT
AK
YO
SI
LK
T
N
RY
TO
NG
VE
KI
NWO O
D CCT
CO TTO
HO YA CL
LD C
T
CT
LD
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PE
AN ST
RA ST
BROCKM
CANUND
ST
MI
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PD
CT
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LD CR
CR
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DUG G
CHILTON
CAMPIO
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SEFTO
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MCCALLUM
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MARK ST
MCNEILL DR
ARRAKUNE
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PR
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GR
GR EG OR
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PA
N
IS
S
TD
A
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7.9
7.11
7.13
9.9
9.11
9.13
11.9
11.11
11.13
DA C
RAY M
O N T ST
K
LIT C
RFIE
R ST
SILVES
TE
L ST
DR
CC
ST
HERV EY
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DRUM MO
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LEY CT
PA LUMA
HAMERS
WO
L
T
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TUFNEL
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BAR
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ST
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MCPHER
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FINNEG
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NN
PI
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T
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LD RD
NORTH LAKES
PETRIE
SAMFORD
SAMFORD DOWNS
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NO
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FR
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KAHAL
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VINE CR
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DARBY ST
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CT
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CT
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ST
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RKS RD
SO MERS
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LADYBI
LYNDON
CO RAL
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MCN IV
EN
CASSAV
A CT
CT
EATONS HILL HLZ
HILLS HLZ
HILLS LLZ
KALLANGUR
NGC
ST
N ST
JO HNSO
CA ST
BRICK WO
FIG ST
SAM
N CC
T
T
AP
AC
T
KIFT
ST
IA ST
KENT
RD
ST
SCHO OL
JAPO NI
ANDREW
GY P CT
DAYBORO
ALBANY CREEK HLZ
PINE CENTRAL
ALBANY CREEK LLZ
CLEAR MOUNTAIN HLZ
DAYBORO
BLAZEY
CROW
N ST
ST
SYLVAN
AB
HUXLEY ST
AG A
BRIAN CT
DAVID CT
A CT
ST
BALSTR
MI KAEL
BIRDW
IN
MP
IE
GY
OL
D
G CR
CT
DI
SC
L
NC
GREBE CCT
D
B LV
TY
UN
T
AN S
MO R
G
DR
UP RD
TA IN
BLUE
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JO WAR
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ST
CLIF F ST
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ARCH
MO U
N
CT
A DR
BEERW
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ST
NO RTH
CT
JANI NE
INT C T
CT
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MI NSTR
MURPHY
PENSON
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ME ADOW
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RD
S RD
SHEAVE
CARDIF
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PL
REGAL
KILSYT
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CO O TH
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CASEY
F CT
CT
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LA N
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KALAM
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SEABISC
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CT
A
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CA
RD
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JIL LI AN
ABERNANT CT
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DONNELLY DR
GAT S
B
RD
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AS
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DO NNEG
PL
CR
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N
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Map Number 11.11
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Pine Rivers Shire
Map Number 17.10
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Map Number 19.8
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19.10
Pine Rivers Shire
Map Number 19.10
PINERIVERSPLAN
Schedule D: Network Assets
Page 38
MAP SHEET INDEX
1.5
3.3
Pine Rivers Shire
3.5
OCEAN VIEW
MOUNT PLEASANT
5.3
5.5
5.7
KING SCRUB
7.1
7.3
7.5
LACEYS CREEK
7.7
DAYBORO
7.9
7.11
RUSH CREEK
KURWONGBAH
9.1
ARMSTRONG CREEK
9.3
7.13
9.5
9.7
NORTH LAKES
DAKABIN
9.9
9.11
9.13
SAMSONVALE
MANGO HILL
KALLANGUR
11.1
11.3
11.5
WHITESIDE
11.7
11.9
JOYNER
KOBBLE CREEK
13.3
13.5
MOUNT GLORIOUS
15.3
15.5
17.4
WARNER
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DRAPER
17.6
SAMFORD
VILLAGE
17.8
ALBANY CREEK
BUNYA
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WIGHTS
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19.4
19.6
JOLLYS LOOKOUT
15.11
15.9
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13.11
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15.7
HIGHVALE
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13.9
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19.8
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13.7
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7.3
7.5
7.7
Future Water Pumps
9.3
9.5
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11.3
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(
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Pine Rivers Shire
Map Number 9.5
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Existing Reservoirs
7.5
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Future Water Pumps
9.5
9.7
9.9
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(
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Pine Rivers Shire
Map Number 9.7
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7.7
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Future Water Pumps
9.7
9.9
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11.7
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Future Water Mains
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(
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Pine Rivers Shire
Map Number 9.9
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7.9 7.11
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9.9 9.11
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Pine Rivers Shire
Map Number 9.13
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Map Number 13.9
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Map Number 13.11
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Map Number 15.7
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Map Number 15.11
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15.11
Future Water Pumps
17.8 17.10
19.8 19.10
Pine Rivers Shire
Map Number 17.10
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17.6
17.8
17.10
19.6
19.8
19.10
Pine Rivers Shire
Map Number 19.8
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19.10
Pine Rivers Shire
Map Number 19.10
PINERIVERSPLAN
Schedule E: Desired Standards of Service
The Desired Standards of Service (DSS) for water supply and sewerage trunk infrastructure within the
Designated Infrastructure Service Area have been determined in accordance with the requirements of the
Water Supply (Safety and Reliability) Act 2008. Moreton Bay Water’s approved Strategic Asset Management
Plan and Total Management Plan detail ongoing practice and future initiatives to achieve and maintain the
published standards of service.
The Desired Standards of Service for water supply and sewerage infrastructure provision under this policy
are expressed in terms of ‘Operational Objectives’ and ‘Detailed Design Parameters’.
The ‘Operational Objectives’ and ‘Detailed Design Parameters’ are aimed at achieving the stated purpose of
the Integrated Planning Act while satisfying the relevant requirements of the Environmental Protection Act.
The detailed design parameters are the means by which the performance requirements of the operational
objectives are achieved.
The Guidelines prepared by the Queensland Government for design of urban water supply and a survey of
current practice of local governments in South-East Queensland have also been used in establishing the
desired standards of service and design criteria for the water supply systems. Authorities that were consulted
to confirm current practice in South-East Queensland included Ipswich Water, Redland Water, Brisbane
Water, former CalAqua, former Cooloola Shire, Wide Bay Water, Logan Water and Gold Coast Water.
Operational Objectives for Trunk Water Supply Services
Each of the ‘Operational Objectives’ for the provision of water supply services in Moreton Bay Regional
Council’s local government area is examined in the context of corresponding user benefits and
environmental effects. The Primary Objectives adopted for water services in this policy are set out in Table
E1.
Table E1 – Water Supply Operational Objectives
Objective
Corporate / Business
Objective
Drinking water will comply with
the Australian Drinking Water
Guidelines.
Designs will comply with State
Government Guidelines, and
Council’s Planning Scheme
Policy PSP 28 “Civil
Infrastructure Design”.
•
•
•
•
•
•
•
Minimise water loss
•
•
•
•
•
Effective management of water
consumption (Demand
Management)
•
•
•
•
Implement environmental
responsibilities with respect to
water supply operations
•
•
•
•
•
User Benefit
Community and Customer Service
Quality and Safety
Uniform quality of water monitored in
relation to recognised standards.
Safe and reliable water supply
System will be adequate in terms of;
o
day-to-day reliability,
o
long term continuity of supply;
o
delivery of high quality drinking
water to the consumer ;and
o
minimum life cycle cost (i.e.,
optimum maintenance,
replacement and operation costs).
Cost effective service for community.
Extend asset life
Defer system augmentation
Conserve raw water supply
Minimise energy consumption
Optimise size of elements within water
supply network.
Reduced cost of water
Defer requirement for new water source
Minimise energy consumption
Optimise size of elements within water
supply network.
Noise control
No adverse visual impact
Control of overflows from system.
Management of flushing water.
Maintain flows or storage in raw water
sources for environmental purposes.
•
Environmental Effect
Environmental Protection
•
Improves community health
•
Maintains the health of the
community.
Chemicals are stored and
handled in accordance with
relevant legislation to ensure
safety of worker, public safety
and to protect the environment.
Minimisation of Greenhouse
gas emissions.
Optimum use of resources.
Improve environmental flows
gas emissions.
•
•
•
•
•
•
•
Improve environmental flows
gas emissions.
•
•
Improves community health
Maintain amenity (e.g., visual
and noise characteristics) of
locality.
Reductions in discharges that
have concentrations of free
chlorine greater than 1 mg/l.
Control of discharge of turbid
water to stormwater drainage
•
•
Page 61
PINERIVERSPLAN
Objective
Corporate / Business
Objective
•
User Benefit
Community and Customer Service
Quality and Safety
•
•
•
•
System design will aim to
minimise energy consumption
and optimise the use of green
energy
The design of the water supply
network shall provide fire
fighting flow and specified water
pressures and flow to the
consumer.
Infrastructure will be designed,
constructed and operated in
accordance with Workplace
Health and Safety Legislation.
Environmental Effect
Environmental Protection
during construction of
infrastructure and flushing or
scouring operations.
Required environmental flows
maintained
•
•
Reduced energy costs.
Cost effective service for community.
•
•
•
Reliable water supply
Adequate supply for community services
Adequate pressures and flow for fire
fighting purposes.
•
Maintains health and safety of
the community.
•
Minimisation of risk to workers and
community (reduction in accidents and
insurance premiums).
•
Minimise risk of pollution
events.
Safer work environment for
staff and public.
•
Detailed Design Parameters – Water Supply
Following an examination of the Queensland Government Guidelines and a survey of current practice of
local governments in South East Queensland, Moreton Bay Regional Council has adopted the parameters
summarised in Table E2 for design and assessment of water supply systems.
These factors are applied in accordance with procedures detailed in the Queensland Government
Guidelines.
The summary outlined in Table E2 must be interpreted in conjunction with the design and construction
standards for water supply set out in other Planning Scheme Policies of the relevant planning scheme.
Table E2 - Water Supply Design Parameters
Item
Description
Adopted Design Parameter
Water Demand
1
Average Day Demand
(AD)
Existing and Future Demand – 296 L/EPW/d
•
•
•
Peaking Factors
2
Mean Day Maximum
Month (MDMM/AD)
3
Maximum Day (MD/AD)
4
Maximum Hour (MH/AD)
System Pressure
5
Minimum Operating
Pressure
AD is calculated as follows:
AD= (230 x 1.2) + System Losses
Where:
230 L/EPW/day is the demand target under SEQ ‘permanent water
conservation measures’;
1.2 is an operational flexibility factor that provides sufficient capacity to
maintain an adequate level of service in the event that an element of the trunk
infrastructure fails; and
System Losses = 20 L/EPW/day
1.2 x AD
(355.2 L/EPW/day)
1.6 x AD
4.3 x AD
(473.6 L/EPW/day)
(53.03 L/hr/EPW)
6
At maximum hour demand the minimum pressure at the water meter shall not
be less than 22m.
•
In isolated high level areas, the minimum operating pressure may be reduced
to 16 m above the highest elevation on any lot with the water level in the
reservoir not more than 1.0 m above reservoir floor level.
80 m at the property’s water meter
8
12 m minimum pressure head at the hydrant/dedicated service location, and
minimum 6m pressure head at any location in the water supply zone during the fire
event with model conditions as detailed in Items 8, 9 and 10.
• Predominantly residential development not more than 3 storeys - 15 L/s
Maximum Operating
Pressure
Fire Fighting Requirements
7
System Pressure
Fire Flow
•
Page 62
PINERIVERSPLAN
Item
Description
Adopted Design Parameter
•
9
Background demand
•
•
•
10
Reservoir level
•
•
Storage
11
Design Condition
12
Ground Level Storage
13
Elevated Storage
Pumping Capacity
14
Duty pump capacity to
serve ground level
reservoirs.
15
Pumps serving elevated
storage.
16
Standby Pump Capacity
Pipeline Design
17
Trunk Main Capacity
18
Reticulation Capacity
19
Friction Default Values
simultaneous with background demand as defined in Item 9 for a period of 2
hours.
Predominantly commercial/industrial and residential buildings greater than 3
storeys - 30 L/s simultaneous with background demand as defined in Item 9 for a
period of 4 hours.
Special risk/hazard land use – to be assessed.
Predominantly Residential Area - 2/3 of MH demand
Predominantly Commercial/Industrial Area - MH demand (generally between
10 am to 4 pm)
At the commencement of the fire fighting event the reservoir level should be set
at Mid-Water Level; where:
Mid-Water Level = (Top Water Level + Floor Level) ÷ 2 (AHD).
The reservoir must not empty during the fire fighting event for the duration of the
event specified in item 8 with supply pumps turned off.
Reservoirs must not empty in less than 3 consecutive MD demands.
During MDMM demand the reservoir shall have net positive inflow and shall be
capable of continuous operation under this demand.
Required Storage = [3 x (MD – MDMM)] + Fire Fighting Storage.
Where:
•
Fire Fighting Storage = 4 hrs of MDMM demand or 0.5 ML whichever is the
greater.
Required Storage Volume = Operating Volume + Fire Fighting Reserve
Where:
•
Operating Volume = 6 x (MH – 1/12 MDMM)
•
Fire storage = 150 kL
•
•
Supply MDMM demand in 20 hours of operation in any 24 hour period.
Pump must discharge not less than;
[(6 x MH) – Operating Volume]/(6 x 3600)
Where:
Operating Volume is defined in item 13 above.
Equal to the capacity of the largest pump
Sized for MDMM flows
Sized for Maximum Hour and Fire Flow
Hazen Williams Coefficients of Friction:
•
C = 100 (diameters ≤ 150 mm)
•
C = 110 (150 mm> diameter < 300 mm)
•
C = 120 (diameter ≥ 300 mm)
20
Maximum Flow Velocity
2.5 m/s
Pressure and Leakage Management
21
District Meter Area
•
The sizes of the reticulation mains should be designed according to the
(DMA)
planned DMAs.
•
Existing DMA boundary should not be breached.
Page 63
PINERIVERSPLAN
REVIEW TRIGGERS
This policy is reviewed internally for applicability, continuing effect and consistency with related documents
and other legislative provisions when any of the following occurs:
(1) The related documents are amended;
(2) The related documents are replaced by new documents;
(3) Amendments which affect the allowable scope and effect of a policy of this nature are made to the head
of power; and
(4) Other circumstances as determined from time to time by a resolution of Council.
RESPONSIBILITY
This policy is to be:
(1) implemented by the Senior Manager Development Services; and
(2) reviewed and amended in accordance with the "Review Triggers" by the Senior Manager Strategic
Direction and Sustainability in consultation with the Senior Manager Development Services, the Senior
Manager Regional and Environmental Planning and the Senior Manager Planning and Strategic Asset
Management.
VERSION CONTROL
CEO Approval Date
15/09/2009
Related Links:
Page 64
PINERIVERSPLAN
ENDNOTES
Amendment No –
2/2008
Reference
PSP 22
Amendment No –
1/2009
Reference
PSP 22
Date Adopted –
19 August 2008
Effective Date –
1 September 2008
Description of Amendment
To reflect updated network planning
Update infrastructure contribution rates
Incorporate additional material, for example, desired standards of service
Re-wording and restructuring of the document to improve readability
Revised demand factors
Date Adopted –
8 September 2009
Effective Date –
29 October 2009
Description of Amendment
To reflect updated network planning
Update infrastructure cost estimates
Update infrastructure mapping
Incorporate discounted cash flow methodology for the calculation of
contribution rates
Page 65

water supply - Moreton Bay Regional Council

Transcription

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