FIELDS PRECINCT STRUCTURE PLAN - VPA · CASEY FIELDS SOUTH PRECINCT STRUCTURE PLAN Service Feasibility Report April 2013 Beveridge Williams Melbourne Office 1 Glenferrie Road Malvern

CASEY FIELDS SOUTH PRECINCT STRUCTURE PLAN

Service Feasibility Report

April 2013

Beveridge Williams Melbourne Office 1 Glenferrie Road Malvern VIC 3144

PO Box 61 Malvern 3144

Tel: (03) 9524 8888 Fax: (03) 9524 8899

www.beveridgewilliams.com.au

DOCUMENT CONTROL DATA

Beveridge Williams

Melbourne Office

1 Glenferrie Road

Malvern VIC 3144

PO Box 61

Malvern VIC 3144

Tel: (03) 9524 8888

Fax: (03) 9524 8899


Title Servicing Feasibility Report – Casey Fields South Precinct Structure Plan

Author Jake Talbot

Checked

Project Manager

Mark Walker

Synopsis Report into the serviceability of the proposed Precinct Structure Plan at Casey Fields South.

Reference: 1201026

Client: Newland Developers

Revision Table

Ver Description Date Authorised

A Service Feasibility Report 12.11.2012 M. Walker

B Added reference to Neil Craigie report 16.04.2013 M. Walker

Distribution Table

Date Version Distribution

12.11.2012 A Steven Jennings, Newland Developers

16.04.2013 B Steven Jennings, Newland Developers

Copyright Notice

© Copyright – Beveridge Williams & Co P/L

Users of this document are reminded that it is subject to copyright. This document should not be reproduced, except in full and with the permission of Beveridge Williams & Co Pty Ltd.

Beveridge Williams 1

CONTENTS

1 EXECUTIVE SUMMARY ......................................................................................... 2

1.1 FINDINGS .................................................................................................................. 2

2 INTRODUCTION ................................................................................................... 3

2.1 INTRODUCTION ........................................................................................................ 3

2.2 SITE LOCATION ......................................................................................................... 3

2.3 ASSUMPTIONS AND LIMITATIONS ............................................................................ 4

3 SERVICES ............................................................................................................. 6

3.1 INVESTIGATION ........................................................................................................ 6

3.2 ROAD ........................................................................................................................ 6

3.3 SEWER ....................................................................................................................... 6

3.4 ELECTRICITY .............................................................................................................. 7

3.5 GAS ........................................................................................................................... 7

3.6 TELECOMMUNICATIONS (FIBRE OPTIC) ................................................................... 7

3.7 WATER ...................................................................................................................... 8

3.8 RECYCLED WATER ..................................................................................................... 8

3.9 STORMWATER DRAINAGE ........................................................................................ 8

4 CONCLUSION ..................................................................................................... 10

APPENDICES

APPENDIX A. ROAD NETWORK LAYOUT

APPENDIX B. INDICATIVE SEWER OUTFALL LAYOUT

APPENDIX C. SOUTH EAST WATER LAND SERVICING ADVICE

APPENDIX D. SP AUSNET ASSET MAP

APPENDIX E. MELBOURNE WATER CATCHMENT PLAN

APPENDIX F. COLLISON ROAD DSS FEASIBILITY REPORT

APPENDIX G. URBAN GROWTH BOUNDARY FEASIBILITY REPORT


1 EXECUTIVE SUMMARY

This report discusses the availability of services to the proposed Precinct Structure Plan preliminarily known as Casey Fields South PSP.

1.1 Findings

Road Available

It is anticipated that Ballarto Road will be upgraded to urban standard and an interim intersection of Ballarto Road and Morison Road will be required. An interim roundabout intersection will be constructed at the intersection of Ballarto Road and Clyde‐ Five Ways Road.

Sewer

(South East Water)

Available although limited

SEW indicate that the catchment will discharge to future treatment plant / pumping station approximately 6.7km south of the subject site. There are no immediate plans for construction.

An alternative option is the construction of a sewer pump station and rising main discharging at the proposed 300mm gravity sewer at Blue Hills Rise.

Electricity

(SP Ausnet) Available SP Ausnet has determined that the current supply in the

area will be sufficient to support the development.

Gas

(Envestra/APA Group) Available

Envestra/APA Group has advised that gas supply is available to this area.

Telecommunications

(NBN) Available The subject site is within the NBN Co footprint

Potable Water

(South East Water) Not Available

SEW indicate that the site can be served via the 1150mm dia Melbourne Water transfer pipeline in South Gippsland Highway. This will require the construction of a pump relief station and a 600mm outlet main.

Alternative option is the 450mm dia SEW main located in Ballarto Road.

Re‐use Water

(South East Water) Not Available

The proposed development is within the mandated recycled area. An allowance should be made for the construction of a recycled water reticulated system within the development.

Main Drainage

(Melbourne Water)

Available although limited

Part of the subject site located within active Melbourne Water Collison Road Developer Services Scheme (DSS)

Remainder of the site identified as forming part of future DSS’s in conjunction with future PSP’s.


2 INTRODUCTION

2.1 Introduction

Beveridge Williams has been engaged to provide preliminary engineering advice with respect the provision of the necessary infrastructure required to service the proposed development.

An aerial photograph of the site is shown in Figure 1.

2.2 Site Location

The site consists of six adjoining properties, these are 1345, 1365, 1385, 1405, 1425 Ballarto Road and 355 Clyde‐Five Ways Road, Cranbourne East. The properties are bounded by Ballarto Road to the south, Clyde‐Five Ways Road to the east and Casey Fields and the existing railway line to the North. The site is approximately 50 kilometres south‐east of the Melbourne CBD.

The site is located within an area being developed from agricultural/rural uses to medium density residential dwellings. The site is located within the area identified as Precinct Structure Plan (PSP) 1057 – Casey Fields South. It should be noted that the PSP boundaries and names are preliminary at this stage and subject to change. The subject area borders the completed and approved Cranbourne East PSP to the north and west while the land to the south and east of the subject area has been included in future PSP’s awaiting completion.

The site is approximately 107.67 ha in size, however in addition to this approximately 9.88 ha of the property at 1425 Ballarto Road has been zoned as conventional and medium density housing under the Cranbourne East PSP. The land identified under the Casey Fields South PSP is currently used for agricultural purposes and encompasses a small number of residential dwelling and farm sheds as well as a dam covering 2.5 ha.

The topography of the site would be described as flat to gently rolling with a series of peaks located within the site creating a natural ridge line. The central portion of the site falls towards a low point along Ballarto Road in the vicinity of the existing dam while the remainder of the site falls towards the site boundaries.


Figure 1 ‐ Site location plan

There are a number of nearby developments to the north which are mentioned within the following report.

Villawood Properties Pasadena

Blue Hills Pasadena

Blue Hills Rise

2.3 Assumptions and Limitations

This project has been scoped and undertaken as a desktop study to provide preliminary advice on the servicing works at the proposed site. There are limitations to the level of detail provided given the nature of this review. Desktop studies are reliant upon information made available from service authorities; with assumptions of the accuracy and completeness of the information provided. Further assessment and confirmation of details provided will be necessary during the planning and design stages.


There is currently no proposal for development of the site, but it is assumed for the purposes of this report that Casey Fields South PSP will follow the guidelines set out in the Cranbourne East PSP with regards land zoning and identification of major infrastructure required. The Cranbourne East PSP describes the basic land use for the majority of the parcels as conventional residential, with an average of 13 dwellings per developable hectare.


3 SERVICES

3.1 Investigation

Our investigation into the availability of services included obtaining written and verbal information relating to existing services in the area along with requirements to service the site. A number of service authority responses have been received however due to the status of the proposed PSP’s in the area the advice received has been of a preliminary nature. Our servicing advice is based on our knowledge of the region and likely requirements of authorities.

3.2 Road

The upgrade of the existing road reserve along Ballarto Road to urban standard between South Gippsland Highway and the Urban Growth Boundary (UGB) has been identified as part of the Cranbourne East PSP along with a land provision to enable widening to a 34m road reserve in the ultimate scenario. It is assumed that as part of the Casey Fields South PSP Ballarto Road would be upgraded to the same standard between the UGB and Clyde‐Five Ways Road. An interim roundabout intersection will be introduced at the intersection of Ballarto Road and Clyde‐Five Ways Road.

DCP Project no RD03 within the Cranbourne East PSP proposes a signalised intersection between Berwick – Cranbourne Road and Morison Road. Morison Road, classified as a residential connector street, is shown to continue south and terminate at the UGB. It is assumed that this road will continue and provide the main north–south connector street within Casey Fields South PSP and intersect with the proposed upgrade of Ballarto Road. An interim intersection will be required at this location.

It is assumed that the road upgrade of Ballarto Road above along with accompanied interim roundabout intersection works and the interim intersection between Ballarto Road and Morison Road will be included within the Developer Contributions Plan for Casey Fields South PSP. The proposed future widening of Ballarto Road reserve to 34m is not included as part of this development but is expected to be part of the ultimate scenario.

Refer to Appendix A for the indicative road network layout.

3.3 Sewer

South East Water (SEW) is the responsible authority for sewer services in the area. SEW have responded to the request for land servicing advice and indicated that they foresee the catchment discharging into a future treatment plant or pumping station preliminarily located at the intersection of Manks Road and Yallambee Road (Option 1) to the south of the proposed development site. This proposal would be dependant on the construction of approximately 6.7km of external gravity sewer along with the construction of either a wastewater treatment works or a pumping station and this could be dependent on the completion of a number of surrounding PSP’s to warrant development of this scale.

An alternative sewer outfall option has been identified in the event that Casey Fields South PSP is developed and completed prior to any of the surrounding PSP’s. This alternative option (Option 2) is outlined below.


A 300mm diameter sewer currently runs along Berwick Cranbourne Rd. A future branch sewer being constructed as part of Blue Hills Rise and Blue Hills Pasadena is to connect to the 300mm diameter sewer and bring the sewer to within 525m of the northern boundary of the site. The natural topography of the proposed site falls towards a low point along the southern boundary of the site in the vicinity of the existing dam. The internal reticulation sewer will be designed to fall towards this location and sewer pumping station will be constructed. Approximately 1450m of sewer rising main will be constructed to connect the sewer pumping station to the proposed 300mm gravity sewer located at Blue Hills Rise.

Refer to Appendix B for the indicative sewer outfall layout and Appendix C for South East Water’s land servicing advice.

3.4 Electricity

SP Ausnet has determined that the current supply in the area will be sufficient to support the development. The cables along Clyde Five Ways Rd are good conductors and the Developer will have no problem supplying the estate from that road. The cables along Ballarto Rd are lighter and although they can sustain some growth, may need to be upgraded at a later date.

Under SP Ausnet’s supply policy guidelines, the Developer will be required to pay for the cost of extending/upgrading the power supply if required. SP Ausnet currently rebate the developer contribution for low voltage (LV) works at a rate of $980 per lot while the rebate available for high voltage (HV) works correlates directly to the construction costs incurred. There are existing assets on the properties that will need to be removed at the Developers expense.

To develop the site, SP Ausnet would require the developer to provide a number of electrical substations requiring reserves to accommodate the infrastructure. The cost of the sub stations and internal high voltage works will be reimbursable, within the HV rebate, but the provision of land for sub‐station reserves is not.

Refer to Appendix D for the associated SP Ausnet asset plan.

3.5 Gas

Envestra/APA Group has advised that gas supply is available to this area but will be subject to an evaluation once a formal application has been received. The servicing strategy for Envestra/APA Group will be dependent upon where the Development starts.

Gas mains may be extended by nearby developments, and depending on the timing of development, the gas mains may have to be extended to the site.

3.6 Telecommunications (Fibre Optic)

Telecommunications could be provided by NBN Co. The site is within the NBN Co servicing footprint, and the number of lots within the development exceeds the minimum number for which NBN Co. will service.

Alternatively, the developer may wish to supply telecommunications via another provider. That is a feasible option for the developer, which will require a commercial decision to be made at the time of development.


3.7 Water

South East Water is the responsible authority for water assets in the area and they have responded to the land servicing advice request to indicate that water supply could be provided from an 1150mm diameter Melbourne Water transfer pipeline located within South Gippsland Highway. A pressure reducing station and 600mm outlet main will need to be constructed by South East Water; details of this will not be available until the Casey Fields South PSP for the area is completed. We would expect that any proposed shared assets, including the pressure reducing station, involved in the supply of water to the site would be reimbursable but this would be dependent on Essential Services Commission (ESC) policy at the time.

An alternative option is available to serve the proposed site. From the South East Water Asset Web Map a 450mm diameter water main is located along the length of the southern boundary of the site along Ballarto Road and would provide reasonably straightforward water supply to the site. This option would require further discussion with SEW to ensure that the proposed demand could be met using this asset.

Refer to Appendix C for South East Water’s land servicing advice.

3.8 Recycled Water

South East Water has not provided servicing advice for recycled water but the proposed development is within the mandated recycled area. Consequently an allowance should be made for the construction of a recycled water reticulated system within the development.

Prior to recycled water being available, recycled water mains are to be 'charged' with potable water. Water restrictions in place for potable water will also apply to recycled water until such time recycled water is provided.

Refer to Appendix C for South East Water’s land servicing advice.

3.9 Stormwater Drainage

Melbourne Water is the catchment management authority for the subject site and the properties within the site transverse several active and proposed Melbourne Water Development Services Schemes, including:

Active o Collison Road DSS (10.75 ha)

Proposed (within the Urban Growth Boundary area) o Western Outfall Drain (29.08 ha) o Moores Road Catchment (59.47 ha) o Wylies Drain Catchment (8.37 ha)

Refer to Appendix E for the Melbourne Water layout indicating the different catchments within the site.

Melbourne Water has undertaken two feasibility reports for the subject area; refer to Appendix F for the Collison Road DSS (active) Feasibility Report and refer to Appendix G for the other Urban Growth Boundary areas Feasibility Report.


The active Collison Road DSS has strategies to service the catchments within the site and infrastructure is to be built as development requires. The proposed schemes are created to align with the development of precinct structure plans.

Neil Craigie has prepared a stormwater management strategy for PSP 1057 which provides detail on how the PSP is to address stormwater management.


4 CONCLUSION

The subject site is located within the Urban Growth Boundary as of September 2012 and has been preliminarily identified as part of the Casey Fields South PSP 1057. Beveridge Williams confirm that the extension of all services can be achieved through known and proven techniques and standard agreements with service opportunities and recommend that the Casey Fields South PSP site is suitable for development as proposed from a servicing perspective.


APPENDIX A. Road Network Layout

RISE

BLUE HILLS

PASADENA

BLUE HILLS

PASADENA

RAILW

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CASEY FIELDS

BALLARTO ROAD

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STANDARD ROAD RESERVE TO URBAN

PROPOSED UPGRADE OF 22m

INTERSECTIONPROPOSED INTERIM

INTERSECTIONROUNDABOUT PROPOSED INTERIM

N

NOT FOR CONSTRUCTIONPRELIMINARY PRINT

0 6030 300240180120

App

Project Ref

No unauthorised copying is permitted.

Beveridge Williams & Co. Pty Ltd has granted a licence to the principal to use this document for its intended purpose.

COPYRIGHT All rights reserved. '

ByDateDescriptionRev

Drawing No Rev

AppByDateDescriptionRev

Project

Drawing

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Drawn

Designed

Date

Approved

Date Stage No

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Beveridge Williamsdevelopment & environment consultants

Details - Revised.cel

K:\BW-MS\Sheets\TitleBlock Cell\TitleBlock

Scale

APPDT

10100 P0

APP

ph: 03 9524 8888

1201026

1 Glenferrie Road

Malvern VIC 3144

PS


CITY OF CASEY

SR

BALLARTO RD, CRANBOURNE E/CLYDE

METRICON

1:3500 @ A1C.KIRKCALDY

R.HANNIGAN

07.11.12

ROAD NETWORK LAYOUT


APPENDIX B. Indicative Sewer Outfall Layout

RISE

BLUE HILLS

PASADENA

BLUE HILLS

PASADENA

RAILW

AY LINE

CASEY FIELDS

BALLARTO ROAD

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RISE DEVELOPMENTSEWER AT BLUE HILLS PROPOSED 300ł GRAVITY CONNECTION TO

PUMPING STATIONPROPOSED SEWER

SEWER OPTION 1

(OPTION 2)PROPOSED RISING MAIN


N0 6030 300240180120

App

Project Ref





Drawing No Rev


Project

Drawing

Title

Drawn

Designed

Date

Approved

Date Stage No

PS Number




Scale

APPDT

10200 P0

APP

ph: 03 9524 8888

1201026

1 Glenferrie Road

Malvern VIC 3144

PS


CITY OF CASEY

SR


METRICON

1:3500 @ A1C.KIRKCALDY

R.HANNIGAN

07.11.12

SEWER PLAN

VALLEY WATER SERVICING ADVICEFOR FULL SEWER ALIGNMENT SEE YARRA


APPENDIX C. South East Water Land Servicing Advice

South East Water Corporation ABN 89 066 902 547Locked Bag 1, Moorabbin, Vic 3189Fax (03) 9552 3001Internet www.southeastwater.com.au/ice

DV_FEASIBILITY

01 NOVEMBER 2012

Mr M WalkerEngineering General ManagerBEVERIDGE WILLIAMS & COPO BOX 61MALVERN VIC 3144Email: [email protected]

Dear Mr Walker,

LAND SERVICING ADVICERe: 355 Clyde Fiveways Road, ClydeOur Reference: Case Number 19500138 File 08PD9798

I refer to your email dated 04 October 2012 requesting for Land Servicing Advice for the provision ofSouth East Water’s potable water, recycled water and sewerage facilities to the above property. We areable to provide you with the following general servicing advice for the proposed development based onthe information provided.

The GAA (Growth Area Authority) has recently indicated that there is no growth anticipated for thisprecinct in the short term and that the PSP (Precinct Structure Plan) for this area is not likely to bedeveloped further surrounding PSPs are completed.

South East Water has not completed or obtained formal approval for the strategy for servicing the area,however, please find below South East Water’s preliminary strategy to be adopted for discussionpurposes only.

Preliminary investigations indicate that the supply for potable water for the proposed developmentcould be sourced from Melbourne Water’s 1150mm diameter transfer pipeline located within SouthGippsland Highway subject to an agreement reached with Melbourne Water. A Pressure ReducingStation and 600mm outlet main will be required to be installed at the off take.

The proposed development is likely to be within the mandated recycled water area, therefore anallowance should be made for the construction of a reticulated recycled water system (third pipe).

In regards to sewerage, the proposed development is divided into two catchments as shown on theattached ‘Sewer Plan’.

Catchment ‘A’Catchment ‘A’ is to discharge into the proposed Bimberry Circuit Pumping Station within PasdenaClyde Estate.

Catchment ‘B’Catchment ‘B’ is to discharge into the future Treatment Plant or Pumping Station as shown on theattached ‘Sewer Plan’.

South East Water Corporation ABN 89 066 902 547Locked Bag 1, Moorabbin, Vic 3189Fax (03) 9552 3001Internet www.southeastwater.com.au/ice

DV_FEASIBILITY

This land servicing advice has been prepared based on the information available at the time, howeverwe reserve the right to vary this advice in the future as circumstances change without furthernotification.

If you require further information, please contact Patrick Soong on 9552 3738.

Yours sincerely

Giuliano GavaMANAGER LAND DEVELOPMENT


APPENDIX D. SP Ausnet Asset Map

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APPENDIX E. Melbourne Water Catchment Plan

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App

Project Ref





Drawing No Rev


Project

Drawing

Title

Drawn

Designed

Date

Approved

Date Stage No

PS Number




Scale

APPDT

10300 P0

APP

ph: 03 9524 8888

1201026

1 Glenferrie Road

Malvern VIC 3144

PS


CITY OF CASEY1:3500 @ A1

C.KIRKCALDY

R.HANNIGAN

07.11.12

SR


METRICON

MELBOURNE WATER CATCHMENT

& DSS PLAN

WESTERN OUTFALL DRAIN DSS

MOORES ROAD CATCHMENT DSS

COLLISON ROAD DSS

WYLIES DRAIN CATCHMENT DSS


APPENDIX F. Collison Road DSS Feasibility Report

Version 2.7 1 of 4

19 October 2012 Mr Mark Walker Beveridge Williams 1 Glenferrie Road Malvern, VIC, 3144 Dear Mr Mark Walker Property: Proposed Development Sites

355 Clyde-Five Ways Road Clyde, 3978, VIC

Thank you for your email of 4/10/12 requesting Developer Services Scheme information for the above mentioned property. Melbourne Water has the following comments to make regarding the provision of surface water management infrastructure and contributions for this property in the areas shown on the layout as Collison Road DSS. Drainage Agreement: Prior to the issue of a Statement of Compliance, the Owner will need to enter into and comply with an agreement with Melbourne Water Corporation, under the Water Act 1989, for the provision of drainage works and the acceptance of surface and storm water from the subject land directly or indirectly into Melbourne Water’s drainage system. The agreement may include the following components. Drainage Contributions: A drainage agreement usually includes the payment of drainage contributions, where a property is being developed. These contributions are used to recover the cost of constructing drainage works such as main drains, retarding basins, waterway improvements and flood mitigation works that service properties such as your clients. The contributions are based on the increased load on the drainage system created by the development.

Melbourne Water Ref: 214479

Version 2.7 2 of 4

The property in question is contained within Melbourne Water’s Collison Road Drainage Scheme. Melbourne Water advises that the residential contribution rate is $68,199/Ha, comprising of a hydraulic charge of $64,234/Ha and a stormwater quality charge of $3,965/Ha. The stormwater quality charge can be reduced or removed by on-site treatment works, in-line with Melbourne Water’s ‘Stormwater Quality Offset Policy’, which is discussed under the heading ‘Stormwater Quality’ below. Please note that contribution rates are subject to periodical review and hence the future contribution rate may be higher than the current. For registered users, two months notice of any change in rates, will be provided on Melbourne Water’s Land Development Manual website, http://ldm.melbournewater.com.au/. Contributions payable for this property will be calculated upon receipt of an application for ‘Conditions of Agreement for the Provision of Drainage Facilities’ and a subdivisional plan. Stormwater Quality: The Urban Stormwater Best Practice Environmental Management Guidelines require that runoff from all new developments (including redevelopments) be treated to comply with the following, ‘Best Practice’ standards criteria: Removal of 80% of the suspended solid annual load, 45% of total phosphorus and 45% of total nitrogen annual loads. As of the 1st of September 2005, Melbourne Water will be introducing a ‘Stormwater Quality Offset Strategy’ to consistently and equitably apply stormwater quality standards to all developments greater than 0.4Ha. This strategy allows the following two options for any new development. 1. Compliance with Best Practice objectives through on-site treatment works

will reduce the stormwater quality charge component of the drainage contributions. The works must satisfy Melbourne Water’s standards and must be designed with the software package ‘MUSIC’ (Model for Urban Stormwater Improvement Conceptualisation), or alternatively through the use of the ‘WSUD Engineering Procedures Manual’ available on the Melbourne Water’s website http://wsud.melbournewater.com.au which provides the procedures for the design of various treatment measures.

2. Non- compliance with Best Practice objectives will require the payment of

the stormwater quality component of the drainage contributions. This money will help fund water quality works, elsewhere in the catchment.

For further information on the strategy, please refer to Melbourne Water’s Land Development Manual website. Drainage Scheme Works A drainage agreement usually requires the construction of permanent works in conjunction with the development as outlined by the appropriate drainage scheme. A review of the Collison Road Drainage Scheme has identified that there are permanent Melbourne Water works to be constructed on this property.

Version 2.7 3 of 4

Such works may require that several surveys be undertaken to determine the most efficient and environmentally friendly design outcomes. These may include, but are not limited to, a ‘Flora & Fauna’ assessment and an ‘Archaeological’ investigation, which would all guide the most appropriate design. Design approval from Melbourne Water and any other relevant authorities may be required prior to commencement of the drainage works. To achieve appropriate outfall for this development, temporary works may be required as part of the drainage agreement. If the development proceeds out of sequence then the developer will need to fund the costs of these temporary works. The developer will need to negotiate these temporary works with the downstream landowners to obtain a free draining solution through their properties. Approval will need to be granted and forwarded to Melbourne Water before construction of the drainage works begins. Please be advised that this information may be refined and/or modified upon any application for a drainage offer/agreement. Overland Flow Paths Melbourne Water expects that upon any application for certification of any subdivision plan associated with the property, due consideration will be given to the alignment of roads and reserves with any adjoining estates, to ensure continuity and provide uninterrupted conveyance of overland flows. These overland flow paths will need to be designed in accordance with the safety criteria outlined in Appendix G of Melbourne Water’s Land Development Manual found on the website http://ldm.melbournewater.com.au/ Before starting works separate application, direct to Melbourne Water, must be made for any new or modified storm water connection to Melbourne Water’s drains or watercourses. Before accepting an application, evidence must be provided demonstrating that Council has considered that it is not feasible to connect to the local drainage system. Water Sensitive Urban Design WSUD is a design process that enables localised collection and treatment of stormwater runoff. Melbourne Water acknowledges the potential for Water Sensitive Urban Design to be incorporated into the development to enable sustainable management of stormwater across the property and to compliment the social and environmental values of the area. Melbourne Water recommends that initiatives such as sediment ponds, bio-filtration systems, grassed swales, grey water re-use, rainwater tanks and porous soils be considered in the design of the complex. Stormwater runoff from paved areas can also be a valuable resource for irrigating trees, grassed areas and landscaped garden beds.

Version 2.7 4 of 4

Please contact Melbourne Water to discuss how WSUD principles will enhance the proposed development or visit our website at www.melbournewater.com.au Offer Application Prior to any application for an offer of drainage contributions, Melbourne Water requests that you forward a drainage strategy demonstrating that the proposed drainage for the property coincides with the intent of Melbourne Water’s Collison Road Drainage Scheme. The following information should be included within the strategy:

General site information Options for the proposed drainage of the property Consideration for Water Sensitive Urban Design

Melbourne Water look forward to further discussion on the above and advise that this information is only preliminary and forms no contractual agreement between your company and Melbourne Water. Melbourne Water reserves the right to alter any or all of this information at any time. If you have any enquiries, please contact me on telephone number 9679 6762 or via email at [email protected] Yours sincerely

SHANE KELLY DEVELOPER WORKS


APPENDIX G. Urban Growth Boundary Feasibility Report

1 of 5

19 October 2012 Mr Mark Walker Beveridge Williams 1 Glenferrie Road Malvern, VIC, 3144 Dear Mr Mark Walker Property: Proposed Development Sites

355 Clyde-Five Ways Road Clyde, 3978, VIC

Thank you for your email of 4/10/12 requesting Developer Services Scheme information for the above mentioned property. Melbourne Water has the following comments to make regarding the provision of surface water management infrastructure and contributions for this property in the areas shown on the layout as Moores Road Catchment DSS, Wylies Drain Catchment DSS and Western outfall DSS. Servicing new growth areas Since the announcement of the VC68 Amendment on 29th July 2010, and the extension of Melbourne’s Urban Growth Boundary, Melbourne Water has been working with the Growth Areas Authority to understand their priorities, timeframes and information requirements for preparing Growth Area Framework Plans and subsequent Precinct Structure Plans. Melbourne Water does not yet have servicing advice prepared for the areas comprising the extended UGB. We will be preparing Schemes in conjunction with the GAA Growth Area Framework Planning and Precinct Structure Planning process for these areas, with priorities and timeframes for Scheme preparation being dictated by GAA priorities. In the meantime, we will require the consultants working for clients interested in developing parcels of land in this area ahead of GAA timeframes to prepare Surface Water Management Strategies (SWMS) in consultation with Melbourne Water and the relevant authorities. The SWMS will need to cover all aspects of drainage, flood, waterway and water quality management for the parcel of land in question. Servicing existing growth areas

Melbourne Water Ref: 214479 Applicant Ref: N/A

2 of 5

All existing growth areas have Melbourne Water Schemes prepared that are being incorporated into Precinct Structure Plans. Servicing advice can readily be provided for these areas. Development Services Agreement Prior to the issue of a Statement of Compliance, the Owner will need to enter into and comply with an agreement with Melbourne Water Corporation, under the Water Act 1989, for the provision of drainage works and the acceptance of surface and storm water from the subject land directly or indirectly into Melbourne Water’s drainage system. The agreement may include the following components. A drainage agreement usually includes the payment of drainage contributions, where a property is being developed. These contributions are used to recover the cost of constructing drainage works such as main drains, retarding basins, waterway improvements and flood mitigation works that service properties such as your clients. The contributions are based on the increased impact on the drainage system created development. Please note that any contribution rates are subject to periodical review and hence the future contribution rates may be higher than the current published rates. Two months notice of any change in rates, will be provided on Melbourne Water’s Land Development Manual website, http://ldm.melbournewater.com.au/. Contributions payable for this property will be calculated upon receipt of an application for ‘Conditions of Agreement for the Provision of Drainage Facilities’ and a subdivisional plan. Development Services Scheme/ Strategy All proposed development must be in line with the future Growth Areas Authority Precent Structure Plan for the area. A development services strategy is likely for the area. The scheme/strategy will be finalised in line with the timing of the PSP and rezoning. Melbourne Water will communicate the scheme/strategy to all the landowners once the scheme has been initiated. Development Services Works The developer may need to negotiate temporary works with the downstream landowners to obtain a free draining solution through their properties. Approval will need to be granted and forwarded to Melbourne Water before construction of the drainage works begins.

3 of 5

Drainage Options should be presented for the proposed drainage of the development for the 5 (Residential) 10 (Industrial) year & 100 year systems. This includes utilisation of proposed road and drainage, pipelines and existing or constructed waterways. Water Sensitive Urban Design WSUD is a design process that enables localised collection and treatment of stormwater runoff. Melbourne Water acknowledges the potential for Water Sensitive Urban Design to be incorporated into the development to enable sustainable management of stormwater across the property and to compliment the social and environmental values of the area. Melbourne Water recommends that initiatives such as sediment ponds, bio-filtration systems, grassed swales, grey water re-use, rainwater tanks and porous soils be considered in the design of the development. Stormwater runoff from paved areas can also be a valuable resource for irrigating trees, grassed areas and landscaped garden beds. Please contact Melbourne Water to discuss how WSUD principles will enhance the proposed development or visit our website at www.melbournewater.com.au Stormwater Quality The Urban Stormwater Best Practice Environmental Management Guidelines require that runoff from all new developments (including redevelopments) be treated to comply with the following, ‘Best Practice’ standards criteria: Removal of 80% of the suspended solid annual load, 45% of total phosphorus and 45% of total nitrogen annual loads. Stormwater Quantity Should we put in anything about the little used 1.5year ARI requirement from the USQBMP guidelines or anything about considerations to minimising the impact of stormwater quantity on receiving waterways through any of the new research on geomorphic flow objectives and flow frequency objectives? Overland Flow Paths Melbourne Water expects that upon any application for certification of any subdivision plan associated with the property, due consideration will be given to the alignment of roads and reserves with any adjoining estates, to ensure continuity

4 of 5

and provide uninterrupted conveyance of overland flows. These overland flow paths will need to be designed in accordance with the safety criteria outlined in the Melbourne Water’s Land Development Manual found on the website http://ldm.melbournewater.com.au/ Connecting to Melbourne Water Assets Before starting works separate application, direct to Melbourne Water, must be made for any new or modified storm water connection to Melbourne Water’s drains or watercourses. Before accepting an application, evidence must be provided demonstrating that Council has considered that it is not feasible to connect to the local drainage system. Special Conditions Should permanent Melbourne Water works be required on site, prior to submitting a planning permit a flora & fauna or archaeological survey may be required. Melbourne Water may request for more information at the planning permit stage to ensure the development meets all environmental, heritage and drainage requirements. Design approval from Melbourne Water and any other relevant authorities may be required prior to commencement of the drainage works. As part of the planning permit submission Melbourne Water requests that a drainage strategy be submitted demonstrating the proposed drainage for the development. All new lots must achieve appropriate freeboard in relation to local overland flow paths to Council’s satisfaction. All new lots must achieve appropriate freeboard in relation to any local Melbourne Water Assets. No fill is to be placed within an existing floodplain without the prior consent of Melbourne Water. Further information Melbourne Water looks forward to further discussion on the above and advise that this information is only preliminary and forms no contractual agreement between your company and Melbourne Water. Melbourne Water reserves the right to alter any or all of this information at any time.

5 of 5

Please be advised that this information may be refined and/or modified upon any application for a Development Services Agreement and/or upon the preparation and completion of a Development Services Scheme/Strategy. If you have any enquiries, please contact me on telephone number 9679 6862 or via email at [email protected] Yours sincerely

SHANE KELLY DEVELOPER WORKS

Documents

FIELDS PRECINCT STRUCTURE PLAN - VPA · CASEY FIELDS SOUTH PRECINCT STRUCTURE PLAN Service Feasibility Report April 2013 Beveridge Williams Melbourne Office 1 Glenferrie Road Malvern