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Kempsey Shire Council

South Kempsey Pressure Sewer - Funding Submission

Project Management Plan

February 2017

APPENDIX K Page 296ITEM 13.6

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GHD | Report for Kempsey Shire Council – South Kempsey Pressure Sewer - Funding Submission | i

This Project Management Plan Report (“Report”):

1. has been prepared by GHD Pty Ltd (“GHD”) for Kempsey Shire (Council);

2. may only be used and relied on by Council;

3. must not be copied to, used by, or relied on by any person other than Council without the

prior written consent of GHD;

GHD and its servants, employees and officers otherwise expressly disclaim responsibility to any

person other than Council arising from or in connection with this Report.

To the maximum extent permitted by law, all implied warranties and conditions in relation to the

services provided by GHD and the Report are excluded unless they are expressly stated to apply

in this Report.

The services undertaken by GHD in connection with preparing this Report:

Were limited to those specifically detailed in this Report.

Did not include any condition or performance assessment of existing infrastructure and

processes.

The opinions, conclusions and any recommendations in this Report are based on assumptions

made by GHD when undertaking services and preparing the Report (“Assumptions”).

GHD expressly disclaims responsibility for any error in, or omission from, this Report arising from

or in connection with any of the Assumptions being incorrect.

Subject to the paragraphs in this section of the Report, the opinions, conclusions and any

recommendations in this Report are based on conditions encountered and information reviewed

at the time of preparation and may be relied on until 12 months, after which time, GHD expressly

disclaims responsibility for any error in, or omission from, this Report arising from or in connection

with those opinions, conclusions and any recommendations.

GHD has prepared this Report on the basis of information provided by Council, which GHD has

not independently verified or checked (“Unverified Information”) beyond the agreed scope of work.

GHD expressly disclaims responsibility in connection with the Unverified Information, including (but not limited to) errors in, or omissions from, the Report, which were caused or contributed to by errors in, or omissions from, the Unverified Information.

APPENDIX K 97ITEM 13.6

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GHD | Report for Kempsey Shire Council – South Kempsey Pressure Sewer - Funding Submission | i

Table of contents

1. Project Overview ............................................................................................................................ 1

1.1 Project Description ............................................................................................................... 1

1.2 Project Objective .................................................................................................................. 1

2. Implementation Methodology ......................................................................................................... 3

2.1 Staging strategy ................................................................................................................... 3

2.2 Implementation targets ........................................................................................................ 3

2.3 Funding availability .............................................................................................................. 3

2.4 Timeframes .......................................................................................................................... 3

3. Project Cost .................................................................................................................................... 4

3.1 Cost Estimates ..................................................................................................................... 4

4. Roles, Responsibilities and Delegation Procedure ........................................................................ 5

5. Health, Safety & Environment ........................................................................................................ 6

6. Quality Management ...................................................................................................................... 7

6.1 General ................................................................................................................................ 8

6.2 Conformance Reports .......................................................................................................... 8

6.3 Non-conformance Reports ................................................................................................... 8

6.4 Hold and Witness Points ...................................................................................................... 8

6.5 Quality Records ................................................................................................................... 9

6.6 Quality Audits ....................................................................................................................... 9

6.7 Inspection and Test Plans ................................................................................................... 9

Figure index

Figure 1-1 Site Location ........................................................................................................................... 1

Figure 1-2 System Outline ........................................................................................................................ 2

Appendices

Appendix A – Program

Appendix B – Typical Design Flow Process


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GHD | Report for Kempsey Shire Council – South Kempsey Pressure Sewer - Funding Submission| 1

1. Project Overview

1.1 Project Scope

This document has been prepared to outline the South Kempsey Pressure Sewer (the Project)

Project Management Plan. The Project is located in Kempsey, NSW and will service the South

Kempsey Employment Lands Hub.

The South Kempsey Employment Lands Hub covers an area of 520 ha on the southern side of

the Kempsey township. The area has been split into nine sub-areas which are presented in Figure

1-1.

The main system components of the Project (presented in Figure 1-2) are as follows:

Rearrangement of existing discharge arrangements and installation of new pressure pod

and grinder pump systems for existing properties within the proposed service areas.

New pressure sewer collection pipes to existing individual allotments.

Installation of a new sewer main from the South Kempsey Service Centre, along Macleay

Valley Way, discharging into a man hole at the extent of the existing sewer system on

South Street, South Kempsey. Flows would then gravitate to the existing South Kempsey

Sewage Treatment Plant.

Provision of a duplicate main on Macleay Valley Way to provide flexibility for development

staging and therefore designing for future business development in the area

Associated components including a flow meter, valve boxes, flushing arrangements and

air release valves at significant high points.

Installation of the system will comprise trench excavations on land and horizontal

direction drilling (HDD) beneath the Pacific Highway and Macleay Valley Way at South

Street. HDD would also be used to install the pipeline in areas that preclude trenching.

Discharge of sewerage from the nominated service area will be into the existing South Kempsey

Sewage Treatment Plant.

The Project has been developed to service the following development stages:

Stage 1 – 3 to 10 year horizon – Current development (86 ET) plus growth of 255 ET.

Stage 2 – 10 to 20 year horizon – Full Development of 1,1813 ET.

The estimated capital cost of the scheme is $1,468,330. The project is seeking funding of

$734,165 from the Federal Government’s Building Better Regions Fund. As such, strict

adherence to the project budget will be a high priority throughout the procurement phase. It is

also essential to ensure the Project is delivered in accordance with the time and quality

requirements of the grant.

1.2 Project Objective

The key objective of this project is to resolve deficiencies associated with the existing effluent

management system and stimulate economic growth through development opportunities.

There is currently no centralised sewage collection and disposal system in the South Kempsey

Employment Lands area. Existing sewerage infrastructure extends as far south as South Street,

South Kempsey. The holiday park on the corner of Macleay Valley Way and South Street is

connected into the council sewer via a private pumping station and rising main. All other

allotments are serviced by on-site sewage (septic) management systems.


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LIKA DRIVE

GRASSTREE ROAD

GOWINGSHILL

ROAD

ROBO

SROA

D

CRESCENT HEAD ROAD

SANDY

CREEK

ROAD

MACL

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VALL

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YPA

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HIGHW

AY

SOUTH STREET

PACIF

ICHIG

HWAY

QUEE

N ST

REET

MIDDLETON STREET

YABS

LEYS

LANE

GATE R

OAD

WEST

STRE

ET

PERROTS ROAD

TRAP

PAUD

ROAD

WES TENDROAD

PATT

ERSO

NSLA

NE

PATTERSONS LANE

EAST

STRE

ETNANCE ROAD

BOUNDARY ROAD

BOUN

DARY

ROAD

STUMPY CREEK

BOAT HARBOUR CREEK

STUMPY CREEK

GILLS BRIDGE CREEK

ExistingIndustrial

Area

Caravan Park

Motel

MVT

Motel

Caravan Park

Storage

Thurgood

McGees

Slim Dusty

DGI

STWs

RadioAM 532

Motel

Church

Squash

Nortons

Golf Course

GalbansSubdivision

© Land and Property Information 2015

Figure 1G:\22\18512\GIS\Maps\Deliverables\221851221\FundingSubmission\221851221_FS001_SiteLocation_A.mxd

0 150 300 450 60075

Metres

LEGEND

© 2017. Whilst every care has been taken to prepare this map, GHD, Geoscience Australia, Urban Water and LPI make no representations or warranties about its accuracy, reliability, completeness or suitability for any particular purpose and cannot accept liability and responsibility of any kind (whether in contract, tort or otherwise) for any expenses, losses, damages and/or costs (including indirect or consequential damage) which are or may be incurred by any party as a result of the map being inaccurate, incomplete or unsuitable in any way and for any reason.

Job NumberRevision A

22-185121800

Date 28 Feb 2017oKempsey Shire CouncilSouth Kempsey Pressure SewerFunding Submission Location plan

Data source: Urban Water: Delopment areas, 2017. LPI: DTDB/DCDB, 2012, Aerial Imagery, 2015; Geoscience Australia: 250k Topographic Data Series 3, 2006. Created by: fmackay, tmorton

Level 3, GHD Tower, 24 Honeysuckle Drive, Newcastle NSW 2300 T 61 2 4979 9999 F 61 2 4979 9988 E [email protected] W www.ghd.com.au

Map Projection: Transverse MercatorHorizontal Datum: GDA 1994Grid: GDA 1994 MGA Zone 56

DRAFTPaper Size A4

CadastreDevelopment 1Development 3Development 4

Development 5

!.

SOUTH WESTROCK S RO

AD

PACIFIC HI GH

WAY

KUNDABUNG

SOUTHKEMPSEY

DEEPCREEK

VERGESCREEK

GUM SCRUB

CRESCENTHEAD

COLLOMBATTI

YARRAVEL

CLYBUCCA

Site location

SOUTHPACIFICOCEANLOCALITY


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Duplicate DN110 Mains

Discharge location at MH 2208

LIKA DRIVE

GRASSTREE ROAD

GOWINGSHILL

ROAD

ROBO

SROA

D

CRESCENT HEAD ROAD

SANDY

CREEK

ROAD

MACL

EAY

VALL

EYWA

YPA

CIFIC

HIGHW

AY

SOUTH STREET

PACIF

ICHIG

HWAY

QUEE

N ST

REET

MIDDLETON STREET

YABS

LEYS

LANE

GATE R

OAD

WEST

STRE

ET

PERROTS ROAD

TRAP

PAUD

ROAD

WEST END ROAD

PATT

ERSO

NSLA

NE

PATTERSONS LANE

NANCE ROAD

BOUNDARY ROAD

BOUN

DARY

ROAD

STUMPY CREEK

BOAT HARBOUR CREEK

STUMPY CREEK

GILLS BRIDGE CREEK

ExistingIndustrial

Area

Caravan Park

Motel

MVT

Motel

Caravan Park

Storage

Thurgood

McGees

Slim Dusty

DGI

STWs

RadioAM 532

Motel

Church

Squash

Nortons

Golf Course

GalbansSubdivision

© Land and Property Information 2015

Figure 2G:\22\18512\GIS\Maps\Deliverables\221851221\FundingSubmission\221851221_FS002_ConceptLayout_A.mxd

0 150 300 450 60075

Metres

LEGEND

© 2017. Whilst every care has been taken to prepare this map, GHD, Urban Water and LPI make no representations or warranties about its accuracy, reliability, completeness or suitability for any particular purpose and cannot accept liability and responsibility of any kind (whether in contract, tort or otherwise) for any expenses, losses, damages and/or costs (including indirect or consequential damage) which are or may be incurred by any party as a result of the map being inaccurate, incomplete or unsuitable in any way and for any reason.

Job NumberRevision A

22-185121800

Date 28 Feb 2017oKempsey Shire CouncilSouth Kempsey Pressure SewerFunding Submission Concept layout

Data source: Urban Water: Delopment areas, 2017. LPI: DTDB/DCDB, 2012, Aerial Imagery, 2015. Created by: fmackay, tmorton

Level 3, GHD Tower, 24 Honeysuckle Drive, Newcastle NSW 2300 T 61 2 4979 9999 F 61 2 4979 9988 E [email protected] W www.ghd.com.au

Map Projection: Transverse MercatorHorizontal Datum: GDA 1994Grid: GDA 1994 MGA Zone 56

DRAFTPaper Size A4

CadastrePressure sewer area

Pipe DiameterDN63DN75

DN90DN110


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GHD | Report for Kempsey Shire Council – South Kempsey Pressure Sewer - Funding Submission| 3

2. Implementation Methodology

2.1 Staging strategy

Due to the uncertainty of the timing of development in the South Kempsey employment hub a

concept design has been developed to provide Council with as much flexibility as possible for

existing and future system operation.

A key feature of providing this future flexibility is the provision of a duplicate pressure sewer main

on Macleay Valley Way. The required diameter for the duplicate main is DN110, however during

the initial Stage 1 connection period, flows can be conveyed via a single main.

Council have also assessed the alternative option of constructing a single main in the near term,

with appropriate fittings to enable ready cross connection with the second main in the future.

Following this approach, Council would be confident of the “actual” flows / discharge patterns from

the already connected properties before finalising the sizing of the duplicate main.

There are significant cost savings in installation of duplicate pipes with one of the pipes effectively

valved off until required for Stage 2 (Area 6 and 7) development. The known timing/nature of

development in Area 6 & 7 is less defined than the Macleay Valley Way and hence no staged

construction strategy has been developed for this area at this time, however the installation of

duplicate mains has been included in this project scope in order to increase the long-term viability

of the Project.

2.2 Implementation targets

The Project timeline has been developed to align with the operational needs of the community

and the requirements of the Building Better Regions Fund program, which has a target delivery

before 31st Dec 2019, and a project commencement of 12 weeks post grant approval.

In line with the requirements of the Building Better Regions Fund guidelines, commitment is

provided to operate and maintain the nominated project for a minimum period of 5 years.

2.3 Funding availability

The proposed Project schedule (refer Appendix A) is reliant upon co-funding from the Australian

Government’s Building Better Regions Fund.

2.4 Timeframes

An indicative program and methodology for implantation of this Project is provided in Appendix A.

The program has been developed giving consideration to the above strategic needs and

constraints.

A typical design flow process is also shown that illustrates the design sub-tasks that are not shown

in the overall Project program.

The timeline for the Project has been developed to be as reasonable as practicable.


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GHD | Report for Kempsey Shire Council - South Kempsey Pressure Sewer - Funding Submission 22185122100| 4

3. Project Costing

3.1 Cost Estimates

A concept cost estimate for the sewerage reticulation was developed by Urban Water Solutions

(UWS) for the Kempsey South PSS Concept Design Report (2016). These costs were further

refined by GHD giving consideration to additional components required for the Project. The cost

estimate for the project is summarised in Table 3-1 below.

Table 3-1 Cost Estimate

Pipes Quantity (m)

Unit Rate Total

DN63 784 m 63.86 $50,066

DN75 914 m 82.4 $75,314

DN90 1,198 m 97.85 $117,224

DN110 2,206 m 117.42 $259,029

DN110 – Duplicate main 2,025 m 117.42 $237,776

Additional components Quantity Unit Rate Total

On property works including connection and grinder pump

86 ET 3000 $258,000

Treat receiving manhole for odour and septicity control

1 item 8000 $8,000

Allowance for excavation in rock 400 m 18 $7,200

Flow meter at receiving manhole 1 item 4000 $4,000

Under-bore crossing of Pacific Highway including RMS approvals

150 m 900 $140,000

Macleay Valley Way bridge crossing – poly line sleeve and brackets

1 unit 8000 $8,000

Under-bore crossing of Macleay Valley Way at South Street

60 m 900 $59,000

Subtotal $1,223,608

Contingency (20%) $244,721

Total $1,468,330

3.1.1 Basis of estimates

Cost estimates for the pressure sewer pipe costs have been calculated based on the NSW

Reference Rate Tables, June 2014. The recommended capital cost factor has been applied to

the rates to reflect 2016 costs.

The sewer rising main rates in the NSW Reference Rate Tables are based on DICL pipe

material. As the pressure sewer mains will be HDPE, it was reasoned that the rates for uPVC

water mains would be more appropriate. The water main rates include an allowance for air

valves, scour valves and isolation valves.

The reference rates include an allowance for survey, investigation and design. 20% construction

contingency has been added.


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4. Roles, Responsibilities and Delegation

Procedure

Project Manager / Leader

The Project Manager provides all commercial, contractual and managerial support for the project.

All formal communication to the client shall be via the Project Manager. All other project-related

communication between any of the parties is to be copied to the project manager.

In general terms, the project manager is also responsible for authorising any changes in scope,

time or deliverables for the project.

Design Engineer

The design engineer is responsible for developing the Client’s requirements into design and

installation package and ensuring the design meets all relevant specifications. The design

engineer shall provide to the construction manager, a set of appropriate drawings / technical

details for the subject works and assist with resolution of technical queries, which may arise during

the execution phase of the work.

Construction Manager

The construction manager is responsible for the day-to-day execution and management of this

work package. This role is focussed on providing the necessary on-site project management

presence to ensure safe, effective execution and the construction manager is authorised to

coordinate all project management aspects related to this Project.

Commissioning Engineer

The commissioning engineer is responsible for preparing commissioning documentation relevant

to the project and ensuring that the Client’s requirements with regards to the Process are

implemented. The commissioning engineer shall be responsible for commissioning the equipment

and assisting with the preparation of handover documentation.


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5. Health, Safety & Environment

Health, safety and environment considerations for each aspect of the Project will be managed

under the design Consultant and Contractor’s Health, Safety and Environment policies and

systems relevant to the phases of the works.


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6. Approvals

Preliminary assessment of the required approval process has determined that Council, as a

government department, are the determining authority under Part 5 of the Environmental

Planning and Assessment Act 1979. The Project fits within the definition of development for the

purpose of sewage reticulation systems as defined in clause 106 (3) of the State Environmental

Planning Policy (Infrastructure) 2007.

A Review of Environmental Factors (REF) will be undertaken upon receipt of successful funding

advice. The REF will include a review of relevant legislation and permits, the existing

environment, an impact assessment and mitigation measures to be implemented throughout the

construction and operational phases of the Project.

The REF will also consider the results of community and stakeholder consultation in order to

provide Council with sufficient detail to determine the Project.


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7. Quality Management

7.1 General

The Contractor will control the quality of the work and must have a fully implemented quality

management system in accordance with the requirements of the current Australian and

International Standard AS/NZS ISO 9001:2000.

The Contractor must submit to the Council one controlled copy of the Project Quality Assurance

Plan within 14 days of Contract Commencement.

The Project Quality Assurance Plan must cover all relevant quality system elements applicable to

this Contract.

As a minimum, the Project Quality Assurance Plan must contain the following information:

A Project Organisation Chart or list of nominated Project Personnel showing their positions, lines

of communication and details of the responsibilities of the positions.

1. Details of the qualifications and experience of key team members.

2. Inspection and Test Plans for the various phases during design, construction and

commissioning are to be provided to the Council at least 7 days prior to commencement of

relevant activities;

3. A copy of the NATA Terms of Registration for the Contractor’s Compliance Testing

laboratory (Internal or Sub-Contract);

4. Project specific operating procedures or descriptions outlining as a minimum, details of

activities, who is responsible for implementation/verification, identification of relevant

Quality Records and distribution and of such records, to be submitted at least 7 days prior

to commencement of relevant activities;

A Register of all intended Quality Records to be used on the project, together with proformas.

7.2 Conformance Reports

Conformance Reports must be forwarded to the Council for each designated work lot or work item

on a weekly basis by COB Monday for the previous week’s work.

Conformance Reports must include a verification statement certifying that the relevant work lots

or work items have been inspected and/or tested in accordance with the Contractor’s Inspection

and Test Plan(s) applicable to this Contract and that they comply with the specified

requirements of the Contract Documents.

7.3 Non-conformance Reports

For non-conforming work, the Contractor must submit a Non-conformance Report to the Council

on a weekly basis by COB Monday for the previous week’s work.

7.4 Hold and Witness Points

A Hold Point is defined as a position in the progress of the work under Contract, beyond which

further work must not proceed without mandatory verification by the Quality Assurance

Representative, the Designer and/or the Council.

A Witness Point is defined as a position in the progress of the work under Contract, where the

Contractor must notify the Quality Assurance Representative, the Designer and/or the Council

prior to proceeding and provide the option for attendance for witnessing any inspection or test. If


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any do not attend, then work may nevertheless proceed unless otherwise instructed. Witness

Points are to be used to verify compliance of the constructed works with the approved design

drawings.

Mandatory Hold Points must be as specified in the Contract or by the Designer to ensure

compliance with the intent of the designs and with other specified requirements, and to ensure

that critical and/or irreversible activities are not constructed incorrectly. Mandatory Hold Points

apply prior to commencement of designated work lots or work items.

7.5 Quality Records

The Contractor’s quality system must include sufficient quality records to provide objective

evidence that the requirements of the Contract are met. This includes Designers’,

Subcontractors’ and Suppliers’ records relevant to the Contract. The Contractor must, when

requested by the Council, provide access to all quality records relevant to the Contractor’s quality

system under this Contract.

The Contractor must maintain records for a minimum period of two years from Commissioning

Completion or in accordance with the Contractor’s statutory requirements if the latter exceeds the

minimum period required for this Contract.

Records for equipment and parts subject to inspection and approval by the relevant regulatory

authority must be made available on site at the time of arrival of all relevant items at site, or after

inspections have been carried out on site (if applicable).

7.6 Quality Audits

The Contractor must submit an audit schedule to the Council at the time of submission of the

Contractor’s Quality System documentation. This should include internal audits and external

audits on Designers, Suppliers and Subcontractors.

The Contractor must carry out at least one audit on each of these groups over the duration of

the Contact and submit all audit records to the Council including objective evidence for any

necessary follow up corrective actions attached to close out corrective action reports.

7.7 Inspection and Test Plans

Inspection and Test Plans and examples of their relevant activities checklists established for this

Contract must be submitted for Endorsement. Where considered necessary, the Council may

request the Contractor to insert additional Hold Points or Witness Points. Provisions must be

made for the Contractor or Designer and the Council to sign off at these points.


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Appendices


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Appendix A – Program


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ID Task Name Duration Start Finish

1 South Kempsey Pressure Sewer 661 days Fri 24/02/17 Fri 6/09/192 Submission of Grant Application 1 day Fri 24/02/17 Fri 24/02/173 Review of Applications 1 mon Mon 27/02/17 Fri 24/03/174 Execution of Grant Agreement 2 mons Mon 27/03/17 Fri 19/05/175 Environmental Assessment 2 mons Mon 22/05/17 Fri 14/07/176 Commencement of Project 1 day Mon 7/08/17 Mon 7/08/177 Detailed Design (60%) 70 days Tue 8/08/17 Tue 14/11/178 Commencemet of ECI, including EOI, Selection

of preferred contractors10 days Tue 8/08/17 Mon 21/08/17

9 Rising Mains 15 days Tue 22/08/17 Mon 11/09/1710 Reticulation 15 days Tue 12/09/17 Mon 2/10/1711 Pumping Station 10 days Tue 3/10/17 Mon 16/10/1712 HAZID/HAZOP workshops 5 days Tue 17/10/17 Mon 23/10/1713 Project Stage Meeting, Preparation of

Detailed Design (60%) Report10 days Tue 24/10/17 Mon 6/11/17

14 Review of Detailed Design (60%) Report 5 days Tue 7/11/17 Mon 13/11/1715 Review Milestone & Obtain Approval to

Proceed0 days Tue 14/11/17 Tue 14/11/17

16 Detailed Design (85%) 60 days Tue 14/11/17 Mon 5/02/1817 Rising Mains 10 days Tue 14/11/17 Mon 27/11/1718 Reticulation 20 days Tue 28/11/17 Mon 25/12/1719 Pumping Stations 10 days Tue 26/12/17 Mon 8/01/1820 Workshop 5 days Tue 9/01/18 Mon 15/01/1821 Preparation of Detailed Design (85%) Report 10 days Tue 16/01/18 Mon 29/01/1822 Review of Detailed Design (85%) Report 5 days Tue 30/01/18 Mon 5/02/1823 Detailed Design (100%) 20 days Tue 6/02/18 Tue 6/03/1824 Preparation of Detailed Design (100%)

Drawings and Report20 days Tue 6/02/18 Mon 5/03/18

25 Review Milestone & Obtain Approval to Proceed

0 days Tue 6/03/18 Tue 6/03/18

26 Construction Tendering Period 42 days Tue 6/03/18 Wed 2/05/1827 Develop Specifications and Scope of Works for

Tender5 days Tue 6/03/18 Mon 12/03/18

28 Devise Tender Assessment Plan 2 days Tue 13/03/18 Wed 14/03/1829 Tendering Period 20 days Thu 15/03/18 Wed 11/04/1830 Assess and Award 15 days Thu 12/04/18 Wed 2/05/1831 Construction Period 297 days Thu 3/05/18 Fri 21/06/1932 Planning 10 days Thu 3/05/18 Wed 16/05/1833 Pumping Station 27 days Thu 17/05/18 Fri 22/06/1834 Site Set up 2 days Thu 17/05/18 Fri 18/05/1835 Installation of Pump Well 10 days Mon 21/05/18 Fri 1/06/1836 Mechanical Fit Out 10 days Mon 4/06/18 Fri 15/06/1837 Electrical Fit Out 5 days Mon 18/06/18 Fri 22/06/1838 Rising Mains and Reticulation 260 days Mon 25/06/18 Fri 21/06/1939 Mains and Reticulation ‐ duplicate trunk line120 days Mon 25/06/18 Fri 7/12/1840 Mains and Reticulation ‐ branch lines 140 days Mon 10/12/18 Fri 21/06/1941 Commissioning 45 days Mon 24/06/19 Fri 23/08/1942 Testing and Commissioning 2 mons Mon 24/06/19 Fri 16/08/1943 Completion and handover to council 5 days Mon 19/08/19 Fri 23/08/1944 Preparation and Submission of Final report 10 days Mon 26/08/19 Fri 6/09/19

14/11

6/03

M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M Eebrua March April May June July August Septem Octobe Novem DecembJanuary Februa March April May June July August Septem Octobe Novem DecembJanuary Februa March April May June July August Septem

Task

Split

Milestone

Summary

Project Summary

Inactive Task

Inactive Milestone

Inactive Summary

Manual Task

Duration-only

Manual Summary Rollup

Manual Summary

Start-only

Finish-only

External Tasks

External Milestone

Deadline

Progress

Manual Progress

Page 1

Project: SOUTH KEMPSEY PRESDate: Tue 28/02/17


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Appendix B – Typical Design Flow Process


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AJFletcher

Text Box

GHD

Suite 3 & 4, Level 1 62 Clarence Street T: 61 2 6586 8700 F: 61 2 6586 8701 E: [email protected]

© GHD 2017

This document is and shall remain the property of GHD. The document may only be used for the purpose for which it was commissioned and in accordance with the Terms of Engagement for the commission. Unauthorised use of this document in any form whatsoever is prohibited.

22185122100-3658/https://projects.ghd.com/OC/Newcastle/fundingapplicationso/Delivery/Documents/22185122100-REP-0_ProjectManagementPlan.docx

Document Status

Rev No. Author Reviewer Approved for Issue

Name Signature Name Signature Date

A. A. Fletcher S. Keevil-Jones

S. Keevil-Jones

27/02/17


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www.ghd.com


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