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Level 9 79 Boulcott Street PO Box 25-306 Featherston Street Wellington Ph +64 4 499 9824 Fax +64 4 499 9822 Solicitors acting: A F D Cameron / A M B Green / F R Wedde Contact: F R Wedde DDI: +64 4 498 0847 Email: [email protected] Before a Board of Inquiry Basin Bridge Proposal Under the Resource Management Act 1991 (the Act) In the matter of a Board of Inquiry appointed under section 149J of the Act to consider the New Zealand Transport Agency's notice of requirement and five resource consent applications for the Basin Bridge Proposal. Statement of Evidence of Duncan Brutton Kenderdine for the New Zealand Transport Agency (Construction Management) Dated 25 October 2013

Duncan Kenderdine Construction Management - EPA

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Page 1: Duncan Kenderdine Construction Management - EPA

Level 9 79 Boulcott Street PO Box 25-306 Featherston Street Wellington Ph +64 4 499 9824 Fax +64 4 499 9822

Solicitors acting: A F D Cameron / A M B Green / F R Wedde Contact: F R Wedde DDI: +64 4 498 0847 Email: [email protected]

Before a Board of Inquiry

Basin Bridge Proposal

Under the Resource Management Act 1991 (the Act)

In the matter of a Board of Inquiry appointed under section 149J of the Act to

consider the New Zealand Transport Agency's notice of

requirement and five resource consent applications for the

Basin Bridge Proposal.

Statement of Evidence of Duncan Brutton Kenderdine for the New Zealand Transport Agency (Construction Management)

Dated 25 October 2013

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STATEMENT OF EVIDENCE OF DUNCAN BRUTTON KENDERDINE

FOR THE NEW ZEALAND TRANSPORT AGENCY

Contents

1. Introduction ............................................................................................................. 4 Qualifications and Experience ..................................................................................... 4

2. Memorial Park Alliance ............................................................................................ 4

3. My Role in the Project ............................................................................................. 6

4. Scope of Evidence................................................................................................... 6

5. Code of Conduct ..................................................................................................... 7

6. Executive Summary ................................................................................................. 7

7. Ongoing Design and Construction Activity ............................................................... 8

8. Design Process ..................................................................................................... 10

9. MPA Experience .................................................................................................... 10 Working hours (MPA experience) .............................................................................. 11 CEMP (MPA experience) .......................................................................................... 11 Noise and Vibration (MPA experience) ...................................................................... 11 Contaminated land (MPA experience) ....................................................................... 14 Storm water (MPA experience) ................................................................................. 14 Traffic Management (MPA experience) ..................................................................... 15 Stakeholders (MPA experience) ................................................................................ 16

10. Management Plans ............................................................................................ 17

11. Response to Submissions .................................................................................. 18 Working Hours .......................................................................................................... 19 Water Quality ............................................................................................................ 20 Visual ....................................................................................................................... 20 Access to Grandstand Apartments ............................................................................ 20 Access to Public Transport ........................................................................................ 21 Grandstand Apartments Earthquake Strengthening ................................................... 21 Grandstand Apartments Parking ............................................................................... 22 Works in the Vicinity of St Joseph’s ........................................................................... 22 Lighting ..................................................................................................................... 23 Building Condition ..................................................................................................... 24 Contaminated Land................................................................................................... 24 Traffic Improvements ................................................................................................ 25 Traffic Delays ............................................................................................................ 25 Traffic Management .................................................................................................. 25 Services.................................................................................................................... 26 St Mark’s .................................................................................................................. 26 Consultation.............................................................................................................. 27 CRG ......................................................................................................................... 27 CEMP ....................................................................................................................... 27 Air Quality ................................................................................................................. 28 Air Quality – Pirie Street ............................................................................................ 29 Access – KFC – Pirie Street ...................................................................................... 29 Safety ....................................................................................................................... 29 Parking ..................................................................................................................... 30 Ellice Street – Heavy Vehicles................................................................................... 30 Noise and Vibration................................................................................................... 30 Regional Wines and Spirits ....................................................................................... 32

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12. Conditions / Mitigation ........................................................................................ 32 DC 6 ......................................................................................................................... 32 DC 13 ....................................................................................................................... 32 DC 19 ....................................................................................................................... 33 DC 21 ....................................................................................................................... 33 DC 25 ....................................................................................................................... 33 DC 38 ....................................................................................................................... 33 DC X......................................................................................................................... 33

13. Conclusion ......................................................................................................... 33

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1. Introduction

1.1. My full name is Duncan Brutton Kenderdine.

1.2. My evidence is given on behalf of the New Zealand Transport Agency (Transport

Agency) in support of the Notice of Requirement (NoR) and the five associated

applications for resource consent lodged with the Environmental Protection

Authority on 17 June 2013 in relation to the construction, operation and

maintenance of the Basin Bridge Project (Project).

Qualifications and Experience

1.3. I hold a Bachelor of Architecture with Honours from Victoria University. I have

worked in design and construction for 20 years, from large to small scale and in a

variety of receiving environments, including the construction of accommodation in

World Heritage sites (Lake Manapouri), and roading projects in urban areas such

as the Transport Agency’s Caversham Highway Improvement project in Dunedin.

1.4. I have experience as the manager of construction alliances, including as the

Alliance Manager for the $176 million Otago Region Corrections Facility outside

Milton.

1.5. I am also the Alliance Manager for the Memorial Park Alliance (MPA), currently

responsible for the design and construction of the National War Memorial Park,

and Buckle Street Underpass (NWM Park Project),1 which straddles the work

area associated with this Project, and Inner City Bypass improvements.

2. Memorial Park Alliance

2.1. MPA is an alliance of the Transport Agency, Downers, HEB Construction, Tonkin

and Taylor and URS. The Alliance has been formed to construct the NWM Park

Project and improvements to the Inner City Bypass. MPA is the preferred

constructor of the Basin Bridge Project should it obtain RMA approvals.

2.2. The Alliance model is different from the normal design and construct model as

the success of the project is not judged solely on cost and programme. The

Alliance model has a requirement to identify key resource areas (KRAs) and

meet key performance indicators (KPIs). The KRAs for the NWM Park Project

cover early delivery, healthy environment, responsible traffic management, proud

legacy, strong relationships and sound financial management. Similar KRAs and

KPIs will be established with regard to this Basin Bridge Project.

1 Authorised under the National War Memorial Park (Pukeahu) Empowering Act 2012.

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2.3. Within the MPA we have a wide range of engineering and environmental

management skills. The role of the MPA in the NWM Park Project to date has

been to provide advice on how the Project could be constructed, review the

design concepts, review the topic specific construction environmental

management plans (covering noise and vibration, air quality and contaminated

soil) and to prepare a draft of the Construction Environmental Management Plan

(CEMP).

2.4. Since the Basin Bridge application was lodged the MPA has been developing the

design concepts for the bridge further to confirm construction methodology and

programme in anticipation of RMA authorisations being obtained. This process

requires the design submitted as part of the application to be developed into

preliminary construction drawings and enables the construction process to be

better defined. Included in this is the ongoing consultation and relocation design

with the various utility and asset owners. I discuss this process further below,

2.5. The current activities being undertaken by the MPA give a unique insight into the

construction of the Basin Bridge Project as the current construction activities are

similar, there are some common stakeholders and the construction effects are

similar. The MPA has prepared and implemented the following management

plans as part of the current construction activity on the NWM Park Project:

a. Environmental Management Plan (EMP);

b. Construction Environmental Management Plan (CEMP);

c. Contaminated Land Management Plan (CLMP);

d. Noise and Vibration Environmental Management Plan (N&VEMP);

e. Air Quality Environmental Management Plan (AQEMP);

f. Traffic Management Plan (TMP);

g. Network utilities Management Plan (NUMP);

h. Erosion and Sediment Control Management Plan (E&SCMP); and

i. Stakeholder and Communications Management Plan (S&CMP).

2.6. The practical experience gained to date in the NWM Park Project assists in my

assessment of submissions made in respect of construction effects anticipated

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for this Project, and where appropriate I have outlined the relevant MPA

experience.

3. My Role in the Project

3.1. As the MPA manager I am familiar with the area the Project relates to and have

carried out numerous site visits as well as a number of meetings with neighbours

and adjacent landowners either as part of the NWM Park Project, or as part of the

stakeholder communication and liaison on construction issues in relation to this

Project.

3.2. I am responsible for leading the preparation of the CEMP for this Project, and the

associated specific management plans. Draft management plans are attached to

the Assessment of Environmental Effects (AEE) Report lodged in Volume 4 of the

application documentation (Management Plans).

3.3. The lodged draft CEMP has been drafted under my supervision. The associated

management plans have been reviewed by myself and also by the relevant

technical experts with the MPA.

4. Scope of Evidence

4.1. This Statement of Evidence provides the following (the relevant subheading is

noted in brackets in each case):

a. a summary of my evidence (Executive Summary);

b. a description of how the design process will work in the construction of the

bridge (Design Process)

c. the experience gained to date by the MPA (MPA Experience)

d. an overview of the key points of the Management Plans (Management

Plans);

e. comments on submissions lodged in relation to the Project (Response to

Submissions);

f. comments on the draft conditions and proposed mitigation (Conditions /

Mitigation); and

g. Conclusions.

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5. Code of Conduct

5.1. I have read and am familiar with the Code of Conduct for Expert Witnesses in the

current Environment Court Practice Note (2011), have complied with it, and will

follow the Code when presenting evidence to the Board. I also confirm that the

matters addressed in this Statement of Evidence and in the Management Plans

are within my area of expertise, except where relying on the opinion or evidence

of other witnesses. I have not omitted to consider material facts known to me that

might alter or detract from the opinions expressed.

6. Executive Summary

6.1. The ongoing design process for the Basin Bridge Project has refined the

indicative construction staging and provided further clarification over construction

methods and timing.

6.2. The experience gained to date by the MPA demonstrates that the application of

construction management plans has helped avoid adverse environmental effects.

The MPA experience also highlights the benefits for having effective dialogue

with stakeholders.

6.3. The draft Management Plans for the Project have been prepared mindful of the

following principles:

a. understanding the environment in which an activity is going to take place,

understanding the activity to occur, and any reasonable alternatives to this;

b. understanding constraints and opportunities represented by this activity

occurring in this environment;

c. communicating the impacts and issues clearly;

d. undertaking the activity; and

e. adapting or changing construction methodologies or programme or

otherwise mitigating effects in response to issues that arise from either the

wider public, specific stakeholders or our own monitoring.

6.4. A common theme of the MPA’s management plans and the draft Management

Plans for this Project, is having effective communications with the Project’s

stakeholders. The proposed establishment of the Community Reference Group

(CRG), as a formal and informal communication channel will assist with the

planning and delivery of the construction process. The draft Management Plans

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also require the establishment of a direct relationship with the individual

stakeholders.

6.5. The draft Management Plans have been informed, and will continue to be

informed, by information and experiences gained from MPA’s work on the

adjacent NWM Park Project.

7. Ongoing Design and Construction Activity

7.1. Work is ongoing to develop the necessary construction documentation based on

the submitted design in order to further define the proposed construction

methodology. The result of this design and planning work helps clarify how the

Project will be constructed and how potential adverse construction effects may be

avoided or managed. An example of the sort of issue we are working through is

ensuring service relocation works around the necessary depth of the rain gardens

adjacent to the Bridge.

7.2. We are continuing to review the construction phasing to provide greater clarity on

the timing of works. A workshop is being arranged with Greater Wellington

Regional Council and Wellington City Council to review in more detail the

construction staging and in particular traffic management phases.

7.3. An estimate has been prepared on the percentage of time that work will be

required outside normal working hours. This estimate is based upon the activities

identified in the revised programme. Normal working hours are defined as

between 6am and 8pm Mondays to Fridays and Saturday mornings.

7.4. I also draw attention to Figure 1 of the CEMP Appendix A ‘Draft Construction

Methodology and Programme’, May 2013. This indicates the overall construction

programme and highlights that construction activities occur at different times in

different parts of the Project. For instance, on this programme, piling in the site

immediately adjacent to the Grandstand Apartments begins 1 year after other

construction starts and lasts for about 3 months. Similarly, the road and

landscape work on Dufferin Street from Paterson Street to Adelaide Road is

scheduled to take 6 months towards the end of the Project.

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Table 1 – Estimated percentage of work outside normal working hours

Activity Estimated

percentage of

work outside

normal working

hours

Comment

Planning and

approval

0

Service

relocations

30 This covers excavations in the road way

and foot paths that cannot be undertaken

during the day due to impacts on traffic

flows - key period is first 4 month period

Traffic

relocations

70 Road marking , paving and sign erection

when this activity is occurring eg for a

period at the start and then intermittently

during the period

Bridge sub

structure

5 Most piling and preparation/construction of

the pile caps rarely occurs before 7am or

after 6pm or on Sundays. However limited

activity entailing concrete pours and

moving cranes/plant between worksites

may entail some night work.

Bridge super

structure

5 Concrete pours may commence early in the

morning, from 4am onwards. Delivery of

materials and construction of false work

above road ways will occur when traffic

clear in late evening or early mornings.

Bridge

finishing

0

Local urban

design

0

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Activity Estimated

percentage of

work outside

normal working

hours

Comment

improvement

works

8. Design Process

8.1. As discussed above the design for the Basin Bridge Project has been developed

into draft construction documentation. In undertaking the draft construction

documentation the requirements identified in Technical Report 3: Urban &

Landscape Design Framework (TR3: ULDF) have been followed. That process to

date has confirmed that the principles and outcomes specified in TR3, and as

shown generally in the photomontages (drawing set 7B of the Drawing and Plan

Set) are able to be achieved.

8.2. If the Project receives the necessary RMA approvals, then the design will need to

be developed into construction drawings. I would propose that this next phase will

commence with a series of workshops involving key stakeholders (as listed in

proposed condition DC.31). The workshops will identify the design objectives and

the relevant conditions, ULDF requirements and relevant design standards.

These workshops will start the preparation of the 30% design process. The

outcome of the 30% design process will be the preparation of the draft Urban

Landscape Design Plan (ULDP as specified by proposed condition DC.31). The

ULDP will be provided as draft to selected stakeholders for comment. The 30%

design will be subjected to a review that considers the practicality of construction

(which includes cost) and potential construction effects. Following this review the

construction drawings and specification will be prepared.

9. MPA Experience

9.1. Work on the NWM Park Project commenced in October 2012 with demolition

activities in advance of constructing the temporary realignment of SH1. Since

then a range of construction activities have been undertaken including drilling,

service relocation, piling, bulk excavation and concrete works.

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Working hours (MPA experience)

9.2. The majority of works have been undertaken in normal working hours but some

activities have had to be undertaken at night and in the weekend. For example

‘walking’ a piling rig along SH1 from Taranaki Street to Sussex Street is

constrained by the need to keep SH1 flowing during the hours of 6am to 10pm.

Similar constraints will apply to the Basin Bridge works. Our normal work cycle

starts around 6am with quieter establishment activities occurring before more

intensive work getting underway by 7am. This will go through to 5pm when

activities start closing down for the night. Concrete pours may well start earlier

than this to reduce the impact of concrete trucks on the traffic and allow placing

and finishing activities to occur before 8pm if possible. These pours are

infrequent however.

CEMP (MPA experience)

9.3. An overarching Construction Environmental Management Plan (CEMP) has been

prepared to cover the NWM Park Project construction. The CEMP was

independently certified prior to it being implemented. The CEMP and Certification

documentation is available on the MPA website

(http://www.nzta.govt.nz/projects/buckle-st-underpass/publications.html).

9.4. The CEMP has provided a framework for guiding the environmental management

of the site. Although the construction of the NWM Park Project has been

authorised under special legislation, normal RMA type conditions to manage

construction effects do apply, although due to time constraints a streamlined and

reduced certification role has been applied (by the legislation). These conditions

provide a regulatory enforcement role for both Wellington City Council and

Greater Wellington Regional Council. Both Councils have been involved in the

management plan process and they have been welcomed on to site to monitor

the construction activities. To date both Councils have been very positive about

how construction effects on site have been managed. I cover the detailed topic

specific management plans below.

Noise and Vibration (MPA experience)

9.5. A Construction Noise and Vibration Management Plan (CN&VMP) has been

prepared for the construction of the NWM Park Project. As with the CEMP this

document has been independently certified and is available on the MPA website.

9.6. The key elements of the CN&VMP are:

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a. clear identification of the different construction phases and equipment to be

utilised;

b. testing to confirm that the different construction phases comply with the

noise and vibration targets in the CN&VMP;

c. ongoing monitoring of construction activities to confirm compliance noise

and vibration targets;

d. a process for handling non-compliance; and

e. notification of any works outside regular working hours.

9.7. To date the majority of construction activities undertaken have met noise and

vibration criteria set out in the CN&VMP. However, unfortunately the installation

of some of the sheet piles did not meet the noise criteria. Work was stopped and

the process used, which I describe below, is I think a good example of how the

construction management process is used to resolve issues.

9.8. Prior to the commencement of construction of the sheet pile wall in front of the

Police Barracks in Buckle Street, a number of sheet piles were installed to test

the installation technique and the noise and vibration produced. The test piles

were fully compliant with the noise and vibration targets and the vibratory

hammer easily drove the piles to the design depth. The initial sheet piles for the

sheet pile wall were placed successfully and there was no issue in meeting the

noise and vibration targets. However a change in ground conditions (which was

unforeseen) resulted in the vibratory hammer not being able to drive the piles to

the design depth. The installation method had to be changed to a drop hammer.

The change of installation method was monitored and it was observed that the

noise criteria were being exceeded. In response to this a number of mitigation

measures were instigated which included building a noise shroud, placing a

muffle on the hammer and trying a different hammer. These modifications were

monitored. The monitoring showed these measures did result in a noise reduction

but not sufficient to consistently conform with noise criteria.

9.9. At this stage discussions were held with Mount Cook School, which at this point

was the most affected party. After discussion with the school it was identified that

it would be acceptable to the school to exceed the noise criteria in the afternoon

as long as there was no disturbance during the school hours in the morning. This

approach was acceptable initially, but as the pile wall progressed other parties

became affected. At this point piling was stopped and alternatives explored. The

outcome was that piling work stopped for a week, while work was undertaken to

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identify an alternative and complying installation method. A suitable method was

identified and pile installation was completed in manner that was compliant with

the CN&VMP. There were both time and money costs to amend the construction

method, but the outcome was in keeping with the Alliances KRA as identified

earlier. It should be noted that the hammering of sheet piles should not be

required for the bridge construction, while vibrating sheets into the ground around

the pile cap excavation remains likely. Mr Peter Cenek addresses vibration

impacts in more detail.

9.10. Another example of how the CN&VMP operates is the removal of concrete from

adjacent to the Te Papa site on Buckle Street. The removal of concrete

foundations from the former buildings on the corner of Tory and Buckle Streets

was identified as having the potential to cause significant noise and vibration. In

response to this concern, Te Papa were consulted and it was decided to

undertake a trial to determine the effects. An area of concrete immediately

adjacent to Te Papa was selected and the monitoring of the trial showed the

noise and vibration criteria in the CN&VMP had been exceeded. However the

effects within the Te Papa building were minimal and it was agreed with Te Papa

that the works could proceed. Te Papa indicated that they preferred this

approach, and that the concrete removal be completed as quickly as possible as

opposed to adopting a slower approach with reduced effects.

9.11. A summary of the noise and vibration monitoring undertaken to date for the site is

on the MPA’s website. The CN&VMP in my opinion has worked well as a tool for

minimising any adverse noise and vibration effects.

9.12. In addition, the noise and vibration monitoring indicates high compliance levels,

and timely responses to any exceedances.

Air Quality (MPA experience)

9.13. A Construction Air Quality Management Plan (CAQMP) has been prepared for

the NWM Park Project. As with the CEMP this document has been independently

certified and is available on the MPA website. Since the initial construction of the

NWM Park Project the air quality monitoring has been modified in response to

stakeholder comments. Additional static dust monitors have been added in

response to concerns raised by the residents of Tasman Gardens Apartments.

9.14. The main concern in regard to air quality has been dust. There is an automatic air

quality monitoring site on the site adjacent to the Mount Cook School. The

monitoring is proactive in that it alerts construction staff via text message. A level

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1 alert signals that dust levels have reach a level where a dust nuisance problem

is likely if mitigation measures are not undertaken. A level 2 alert signals that

there is a dust nuisance problem and measures should be undertaken

immediately to stop the generation of dust.

9.15. The mitigation measures that have been utilised to date include;

a. reducing vehicle speeds on site;

b. sealing road surfaces or placement of coarse aggregate;

c. the use of a water cart;

d. covering loads; and

e. road sweeping and removal of sweepings.

9.16. The air quality monitoring results to date are available on the MPA website. Two

parameters are measured Total Suspended Particles (TSP) and Dust Deposition.

The dust deposition monitoring shows dust deposition levels are below Ministry

for the Environment Good Practice Guidelines. The TSP monitoring has been

exceeded in both October 2012 and January 2013. The cause of the October

exceedence was the disturbance of fine material in the Mount Cook School car

park. To resolve this, the car park was sealed. The January exceedence could

not be attributed to any one cause. Therefore, a number of mitigation measures

were undertaken to reduce the potential for the generation of suspended

particulates. These measures included sweeping paved areas and the removal of

sweepings, placement of aggregate on traffic surfaces and the use of a water

truck to dampen down areas. Since January there have been no further

exceedences of air quality criteria.

Contaminated land (MPA experience)

9.17. A Contaminated Land Management Plan (CLMP) has been prepared for the

NWM Park Project. In accordance with the plan, 700m3 of contaminated soil has

been identified on site and removed in accordance with the Ministry for the

Environments National Environmental Standards for Assessing and Managing

Contaminants in Soil to protect Human Health.

Storm water (MPA experience)

9.18. The NWM Park Project has an Erosion and Sediment Control Plan (E&SCP).

There is the potential for the discharge of poor quality storm water from site. The

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storm water has the potential to be laden with sediment and/or have a high pH.

The sediment load is the result of runoff from exposed soil. The high pH is the

result of runoff from grouting ground anchors and overflow of concrete placement

from pile installation. The pH from these discharges can be as high as 14. An

acceptable range for pH is 5.5 to 8.5.

9.19. To treat these discharges a bespoke storm water management system has been

developed. Water from the excavation area is pumped via a series of well points

in the base of the excavation to one of two water treatment tanks. The well points

have been constructed to minimise sediment load by the creation of a filter zone

of aggregate and cloth around the pump. Once discharged into the water

treatment tank, the water moves between a series of chambers which promotes

the settlement of sediment and water is finally decanted off prior to discharge into

the WCC stormwater system.

9.20. When the grouting and pile installation is being undertaken the treatment tanks

are closed off so there is no discharge. This ensures that no contaminants enter

the WCC stormwater system before they have been treated appropriately. The

water in the tank is regularly checked to determine its pH. If the pH is above 8.5

treatment is required. The treatment process entails discharging CO2 gas through

the water in the tank. The CO2 reacts with the water to produce an acid that

balances out the pH. This dosing is done in batches. The pH is checked regularly

and when it is below 8.5 the tank is emptied. Prior to a predicted rainfall the tanks

are emptied. It is intended that these treatment tanks will be used for the

treatment of water from the construction of the bridge piles.

Traffic Management (MPA experience)

9.21. A Construction Traffic Management Plan (CTMP) has been prepared to ensure

construction traffic is managed to ensure the safe and efficient performance of

the road network to minimise adverse effects on the existing community arising

from construction traffic and to provide the community with information about

specific management methods to be employed during construction. The plan was

prepared after consultation with the main stakeholders and has been

independently certified. The CTMP and certification report can be found on the

MPA website.

9.22. The key features of the CTMP plan are

a. establishing traffic management objectives;

b. maintaining ongoing consultation with stake holders;

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c. identifying the process for preparing Temporary Traffic Management Plans

(TTMPs); and

d. monitoring procedures to ensure the CTMP is being applied correctly and

the impact on transport environment.

9.23. The effectiveness of the CTMP is monitored by:

a. surveys of pedestrian and cyclists – currently a satisfaction level of 4 out of

5;

b. traffic time surveys – we have found delays of between 10 and 30 seconds

based on the previous year;

c. regular discussion with the bus operators, and local stakeholders,

particularly Mount Cook School, Wellington High School and Massey

University; and

d. regular weekly contact with WCC.

9.24. This monitoring indicates that the current construction activities are being

managed in such a way as to have minimal impacts on the transport network.

Stakeholders (MPA experience)

9.25. A Stakeholder and Communications Management Plan (SCMP) has been

prepared to guide the MPA’s interactions with the stakeholders and affected

parties. The key features of the plan are:

a. a project liaison person who is available 24 hours a day;

b. a 2 weekly newsletter to all stakeholders that covers the work programme

and matters of interest;

c. notification of works that will directly impact on a neighbouring property e.g.

work on services, or work that is outside the normal construction hours e.g.

Sundays or at night; and

d. regular meetings with stakeholders, the frequency of which varies to meet

the individual stakeholder's requirements.

9.26. The stakeholders for the NWM Park Project are varied and their concerns differ

and are not necessarily aligned. A suitable outcome for one stakeholder is not

necessarily suitable for another. The feedback from the stakeholder’s interactions

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is fed directly to the design and construction teams and these teams take this into

consideration in design and construction activities.

9.27. The effectiveness of the communications and the overall management of the

NWM Park Project is audited by an independent survey company. The results of

these surveys are used to help monitor the overall performance of the MPA. A

survey was undertaken by Emanuel Kalafatelis and Joe Hedditch, of Research

New Zealand in August.

9.28. Their key findings were as follows;

Overall, the stakeholders directly interviewed can be described as

being positive towards the Alliance (eight out of the 11 stakeholders

interviewed). This is to be regarded as a very positive result, given the

potential risks that the project presents to these stakeholders. This

positive result has been contributed to by the following general

stakeholder relationship strategies:

- Communications tailored to the specific needs of particular

stakeholders.

- Communications are increasingly timed so that there are ‘no

surprises’ for stakeholders.

- The appointment of ‘stakeholder managers’ to interface with

particular stakeholders.

- In general, the accessibility of the Alliance’s stakeholder

relationship team’.

10. Management Plans

10.1. The preparation and implementation of environmental management plans has

significantly aided in avoiding adverse environmental effects in the construction of

the NWM Park Project to date.

10.2. As previously noted I have had oversight in the preparation of the draft

Management Plans for this Basin Bridge Project. I have used experts from the

MPA who have written the management plans for the NWM Park Project to

review the draft Management Plans for this Project. These technical experts are

as follows:

a. Dr Penny Kneebone – contaminated land;

b. Dr Stephen Chiles and James Block - noise and vibration;

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c. Dr Andrew Curtis – air quality;

d. Ed Breese – construction environmental management and erosion and

sediment control;

e. Steve Croft – construction activities; and

f. Richard Galloway and Ryan Dunn – traffic management.

10.3. Should approval be given to this Project, the draft Management Plans (Volume 4

of the application documentation) will be reviewed and amended by the MPA staff

identified in paragraph 10.2 above. The review will respond to the conditions of

designation and consents (set by the Board of Inquiry) and experience gained to

date from the NWM Park Project.

11. Response to Submissions

11.1. In this section, I address the key issues raised in the submissions regarding

construction effects. The submissions have identified concerns in the following

areas; noise and vibration, air quality, traffic, access, working hours, safety,

visual, lighting, contaminated land, building condition, CEMP and visual.

11.2. There are a number of submissions from Grandstand Apartments residents,

owners of the apartments and the Body Corporate. These submissions have

common themes and comments. To simplify my response to submissions I have

grouped theses submissions and have called them the Grandstand Apartment

Submissions. This title covers the following submissions;

EPA Submission number Name

103403 Rachael Matheson

103447 Dr Janice Jolly

103450 Grandstand Apartments Body Corporate

103468 Fiona and John Styles

103473 Maryann Nessbitt

103480 Kenneth Bailey

103505 Graham Wigley o.b o Nicola Relph

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EPA Submission number Name

103519 Christina Ordinario

103524 Michael and Christine Cummins

103554 Martin Durant

103583 L Day and T. Sampson

103590 Chris Stevenson

103591 Rachael Matheson and Julian Heath

Working Hours

11.3. The following submissions raise concerns about night and weekend work:

Grandstand Apartment Submissions, St Mark’s School Board (submission

103516), Mrs Irene Halakas (submission 103457), Tasman Gardens (submission

103592), Roman Catholic Archbishop (103592), Mr Craig Palmer (submission

103571) and Zena Court (submission 103445).

11.4. As identified above in Table 1 the majority of the construction will be undertaken

during normal working hours between 6am and 8pm. Work outside these normal

hours will be the exception. Proposed noise limits for work outside normal

working hours are lower as set out in the draft CN&VMP and proposed condition

DC 20.

11.5. It has been the experience on the NWM Park Project that some work has been

required outside of normal working hours. In advance of any works outside the

normal working hours we have notified all stakeholders. This notification is

provided by way of the regular project newsletters (two weekly) and specific

notice 1 or 2 days before the works are undertaken. The information is either

emailed or hand delivered.

11.6. For works outside the normal working hours special care is taken to minimise any

necessary noise. The MPA staff have been very mindful about this and it is

discussed at the tool box meeting before the works commence. As part of this

commitment to avoiding the generation of unnecessary noise we have started to

replace the reversing beepers on traffic management vehicles with low nuisance

white sound alerts. These alarms are significantly quieter than the normal

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reversing beepers. For the Project’s construction we would look to extend the

number of vehicles with the new reversing alarms.

Water Quality

11.7. The Greater Wellington Regional Council (GWRC) (submission 103546) identified

a concern about the contamination of surface and groundwater from construction

activities. The experience gained from our water treatment approach at the NWM

Park Project shows that the management and treatment of storm water and

groundwater discharges can be achieved to high standard. The water treatment

tanks used for the NWM Park Project will be used to treat water from pier

construction at the bridge.

11.8. GWRC seek that proposed condition DC 38 be amended to reference the

Transport Agency Erosion and sediment Control guidelines. I see no problem

with this proposed amendment.

Visual

11.9. The Grandstand Apartment Submissions, Basin Reserve Trust (submission

103585) and Mr Craig Relph (submission103582) raise concerns about the visual

impact of the construction activities. There is little that can be done to hide the

fact that construction activities are being undertaken. It is possible however to

minimise the intrusive elements of these activities by ensuring the site is

maintained to a high standard. The features of high standard are to ensure there

is no rubbish on site, equipment no longer required is promptly removed from the

site, stock piles of materials are kept orderly and site sheds and equipment are in

good condition. It has been one of our objectives on the NWM Park Project site to

maintain a very orderly site. To this end there is a daily collection of rubbish from

the site and its environs. A similar approach will be adopted for the Project.

Access to Grandstand Apartments

11.10. The Grandstand Apartment Submissions identified the possible disturbance to

access to the Grandstand Apartments as a potential adverse effect. It is probable

that some services in the footpath in front of Grandstand Apartments will require

relocation or improvements. This may result in a temporary impact on access to

Grandstand Apartments. The impact will be for very short periods of time. Any

work on services will be undertaken at the commencement of the Project. With

the exception of the work on services there will be no disturbance to access to

the building or to the businesses on the ground floor.

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11.11. Should work on services in front of the Grandstand Apartments or any other

building be required the following procedure will be followed. The need for any

works will be identified early as part of the ongoing consultation with the building

owners and tenants. Formal notification 2 weeks in advance of the works will be

provided to all owners and tenants. This allows for any special access

requirements to be addressed e.g. a tenant is moving in or out a particular day.

Typically the access would be cut to allow for excavation of a trench, removal and

or replacement of the service, backfilling and reinstatement. The usual approach

is to undertake these activities in a staged manner so only half the entrance way

is impacted on at any one time. All of these works will be undertaken in a manner

that will allow for the works to cease immediately and access reinstated promptly

if required.

11.12. The construction team members doing the service relocation works will be

informed of the importance of maintaining access to buildings as part of their

regular tool box meetings. The workers will be vigilant to identify people wishing

to enter or leave the building and will stop work when access is required. If there

is an open trench they will place a metal plate over the trench to provided safe

passage. Typically any activity should not interfere with access for more than 10

to 15 minutes and with the ability to promptly re-establish access as described

above. When there is no work being undertaken but the work is not competed

safe access will be maintained by the use of metal plates and barriers.

Access to Public Transport

11.13. The Grandstand Apartment Submissions identified the possible disturbance to

access to public transport in the vicinity of the Grandstand Apartments. There is a

bus stop to the north of entrance to the apartment building on Kent Terrace. On

Cambridge Terrace there is also a bus stop roughly opposite the apartment

building. Any works to adjust the location of these bus stops will not be significant

and would not impact upon their current level of utilisation. The detail of this work

will be subject to discussions with GWRC and the bus operators, which I have

discussed above and again further below.

Grandstand Apartments Earthquake Strengthening

11.14. The Grandstand Apartment Submissions identified the potential disturbance to

access that would prevent earthquake strengthening work. Grandstand

Apartments have identified that earthquake strengthening work may be required

during the construction period for the bridge, Grandstand Apartments have

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indicated the strengthening activities will require the placement of scaffolding up

against the apartment building.

11.15. At the start of the Project there is a potential requirement to alter or relocate the

services in the foot path which runs along the western boundary of the apartment

building. This would prevent the placement of scaffolding, however the work will

be completed over a short period.

11.16. Pier 3 is in the area adjacent to the southern side of the apartment. The land

along this southern side of the building is in the construction zone. There will be

no public access to this area throughout the construction period. However there

will be the opportunity to provide an access zone for the southern side of the

building for scaffold construction against the south wall of the apartment building

for a limited period. MPA is willing to provide access to erect the scaffolding.

Towards the end of the construction period the ability to provide this access will

cease while the Building under the Bridge and the Green Wall will be constructed.

11.17. With good communications and planning between Grandstand Apartments and

MPA there should be no reason why the earthquake strengthening cannot be

completed at the same time as bridge construction.

Grandstand Apartments Parking

11.18. The Grandstand Apartment Submissions identifies a concern about the use of the

car parks at the rear of the building of Hania Street. There will be no impact on

the entry to or exiting from the car parking area. Depending upon the stage of

construction Hania Street may be a no exit street. To minimise the potential traffic

impacts of this the Pirie Street/ Kent Terrace intersection will be improved at the

start of the construction phase. These effects are discussed in Mr David

Dunlop’s evidence.

Works in the Vicinity of St Joseph’s

11.19. The Roman Catholic Archbishop (submission 103592) seeks a condition that

would prevent any parking on church property or the parking of heavy

construction equipment for more than 8 hours within 25 metres of the church

property. Such a condition would adversely affect the ability to construct the

bridge in a timely and economic manner. The Alliance would however endeavour

to minimise any visual intrusion on the outlook from the church. For example a

crane would not be parked directly in front of the church over the weekend if there

was an opportunity to park it further away.

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11.20. The Archbishop also raises concerns about the impact of construction activities

on weddings, funerals and other events. As noted in Table 1, work on Sundays

will be an exception not the rule. The MPA is currently undertaking work in a

similar environment, and notably the NWM Park Project site is immediately

adjacent to the Carillon. The Carillon is the focus of the National War Memorial

and numerous ceremonial events are conducted there every year. These events

often include local and overseas dignitaries. The laying of wreaths on the Grave

of the Unknown Soldier is a common activity on such visits. The Ministry of

Culture and Heritage advises the Alliance of upcoming events and the site

activities are amended as required. The response will vary from no work taking

place during the event to just being aware the event is taking place. It would be

my ambition that a strong relationship will be forged with St Joseph’s and we

would both be good neighbours. The basis of forming this type of relationship will

be regular communication with the church.

Lighting

11.21. The Grandstand Apartment Submissions, Mr Craig Relph (submission 1035820)

and Mrs Irene Halakas (submission 103457) have raised concerns about the

impact of construction lighting disturbing sleep. During the construction phase

there is a continuous need for security lighting and an occasional need for

working lights. The security lighting will be similar to the current street lighting.

The purpose of this lighting is to ensure that the public can have safe passage

around the site. This lighting will be at street level.

11.22. As noted in Table 1 there is the need for some night works. For these works to be

undertaken safely additional lighting is required. The installation of all

construction lighting on site will take into consideration any adjacent residential

properties. Lights will be installed so the light spill is directed away from

residential properties towards the work area.

11.23. Proposed Condition DC 39 recognises the need to consider the impacts of

construction lighting and to minimise light spill, glare and upward waste at

windows of habitable rooms in residential buildings.

11.24. The draft CEMP identifies the need to ensure that temporary lighting is not a

nuisance. The CEMP recognises a key element in achieving this is ensuring there

is feedback from those who may be impacted upon so appropriate action can be

taken.

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Building Condition

11.25. The New Zealand Historic Places Trust (NZHPT) (submission 103577) seeks that

the William Wakefield Memorial be added to the structures in proposed condition

DC 21 that are subject to a building condition survey and monitoring. Whilst we

do not expect any damage on this structure based on our NWM Park Project

experience we believe it would be prudent to include this structure. The Transport

Agency has met with the NZHPT and agreed that this will be included in condition

DC21.

11.26. St Mark’s (submission 103516) raise concerns about damage to their buildings

particularly those adjacent to Paterson Street. Whilst I do not believe there will be

damage I consider it prudent to monitor the condition of these buildings and

suggest proposed condition DC 21 be amended accordingly.

11.27. Zena Court Body Corporate (submission 103445) and Tasman Gardens

Apartments (submission 103441) seek that a dilapidation report be prepared for

their buildings. Given the distance away from the construction activities and

based upon the experience from the NWM Park Project I do not consider that

such a survey for Tasman Gardens Apartments is necessary. I understand that

the Transport Agency has agreed that a dilapidation report be prepared for Zena

Court Building given their proximity to proposed road works.

11.28. The Tasman Gardens Apartments have been monitored as part of the NWM Park

Project building condition survey and no damage has been observed. The reason

for monitoring Tasman Gardens was not vibration effects but settlement from

changes in ground water due to the excavation of the underpass.

11.29. Mr Geoff Palmer (submission 103529) and Mr Craig Palmer (submission 103571)

both seek a condition survey be undertaken of any buildings with 500m of the

Project. Based upon experience in the NWM Park Project, such a survey is not

required.

Contaminated Land

11.30. The Grandstand Apartment Submissions identify a concern about the disturbance

of potentially contaminated land at the corner of Buckle Street and Kent/

Cambridge Terrace. The potential for contaminated soil and the management of it

is covered in the draft Contaminated Land Management Plan and is described in

the evidence of Mr Bruce Clarke. The plan sets out a sampling regime to confirm

the presence of contaminated material and the procedure to follow if

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contamination is found. The draft plan is similar to one we have used successfully

for the NWM Park Project.

Traffic Improvements

11.31. Foodstuffs (submission 103596) and McDonald’s (submission 103584) seek in

their submissions that improvements proposed as part of the Project to the

transport network are implemented prior to construction of the bridge

commencing. As identified in Appendix A of the proposed CEMP, the Project

staging will involve improvements to the Pirie Street / Kent Terrace intersection,

the Vivian Street / Cambridge Terrace intersection and the Taranaki Street /

Arthur Street intersection prior to the construction of the bridge commencing.

Improvements to the Rugby Street / Adelaide Road intersection will be

undertaken once the bridge is built and operational and before there is any

reduction of capacity on Rugby Street. A CTMP will be in place for these works.

Traffic Delays

11.32. The Grandstand Apartment Submissions, Mr Vincent Schumacher (submission

103534), Mr Charles Davenport (submission 103522), Ms Maryann Nesbitt and

Ms Liz Springford (submission 103560) have identified a concern that the

construction activities will result in traffic delays. Mr David Dunlop considers

transport and traffic flows during construction. I note further that an objective of

the MPA’s construction strategy is to minimise delays on the current transport

network. To this end the improvements to the network (at Vivian Street

intersection with Kent and Cambridge Terrace and at the Buckle Street

intersection with Taranaki Street) will be made in advance of work commencing

as discussed earlier. The focus of Stage 0 is to realign the current road whilst

maintaining its capacity.

11.33. As part of the CTMP the performance of the network will be monitored during the

construction period to ensure that the network is operating at maximum capacity.

Traffic Management

11.34. GWRC (submission 103546) seek that proposed condition DC 25 be amended to

include GWRC’s Public Transport group to parties to be consulted in the

preparation SSTMPs. This would be sensible given their role in public transport

planning and funding.

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Services

11.35. Powerco (submission 103456) seek that a Network Utilities Management Plan

(NUMP). A NUMP has been prepared for the NWM Park Project and I see no

problem in one being prepared for the Basin Bridge. This is covered in Mr

Lindsay Daysh’s evidence.

11.36. Zena Apartments (submission 103445) seek 24 hours’ notice of any disruption to

services. Such notification would be provided as a matter of course. As noted

above this already occurs with works associated with the NWM Park Project.

11.37. Zena Apartments (submission 103445) and Mr Craig Relph (submission 103582)

are concerned about the impact of the construction activities on access to 9

Dufferin Street and Zena Apartments and in particular to their garages. The

submissions identify problems with access currently due to the congestion

caused at school drop off times. For the first 7 stages of construction there will be

no change to the status quo. In Stage 8 there will be changes to Dufferin Street

but these changes will be undertaken once the bridge is operational and there will

be a significant reduction in traffic volumes. During this period there may be

temporary disruption to access to Zena Apartments. This is covered in the

evidence of Mr David Dunlop. I note that this disruption would be caused by the

installation of new kerbing, paving and landscaping. Temporary access will be

maintained during these works .

St Mark’s

11.38. St Mark’s (submission 103516) has raised a number of concerns about the

impact of construction activities. The concerns about noise and vibration, air

quality and building condition I have addressed elsewhere. They raise a concern

about dropping off and picking children up in front of the school and the impact on

those parents who park in Ellice Street and St Joseph’s and walk their children to

school to sign them in.

11.39. There will be little change to the current situation on dropping off children on

Dufferin Street until stage 8 is commenced. At this time there will be a significant

reduction in traffic volumes as the bridge will be operational. There will be a

temporary loss of parking at St Joseph’s while works on the eastern abutment

and approach road are completed.

11.40. The MPA will endeavour to minimise the construction impacts on the school.

Establishing a close working relationship with the school will help identify issues

and enable careful consideration of managing effects to occur. For the NWM Park

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Project we have established a close relationship with Mount Cook School. This

relationship not only focuses on reducing impacts but maximising the learning

opportunities. As part of this relationship the pupils have visited the site, young

engineers have run lessons, competitions have been held and information

provided to help in lesson planning.

Consultation

11.41. Tasman Garden Apartments (submission 103441), Mrs Irene Halakas

(submission 103457) and Zena Court (submission 103445) seek to be included in

the consultation process and that consultation be recorded. The draft CEMP

requires the preparation of a Communications Schedule that identifies the party

to be consulted, the focus of the communication and the type of communication

to be engaged in. This allows for consultation for individual stakeholders to be

tailored to their specific requirements. This is very similar to how stakeholder

management is undertaken for the NWM Park Project. This requirement is

reinforced by proposed condition DC 19 (d).

CRG

11.42. Tasman Garden Apartments (submission 103441) seek that proposed condition 6

be changed to add them to the list of parties in the Community Reference Group

(CRG). I see no reason why they shouldn’t be added.

CEMP

11.43. The Grandstand Apartment Submissions identifies a concern that no specific

CEMP or CNVMP is proposed for the Grandstand Apartments. I do not consider it

necessary to prepare a specific report for Grandstand Apartments. The measures

that will be identified in these plans are applicable to the entire site. The specific

concerns of Grandstand Apartments will be dealt with through their participation

in the CRG and with direct consultation with the MPA as set out in the

Stakeholders Management Plan.

11.44. For the NWM Park Project we have not prepared any specific plans for any

building but we have tailored the consultation and notification approach to best

suit each stakeholder. We intend to use the approach in dealing with

stakeholders for the bridge construction.

11.45. The NZHPT (submission 103577) states that an Archaeological Authority under

the Historic Places Act 1983 has been granted to cover the construction activities.

The submission seeks that the CEMP reference the existence of the Authority

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and its relevant conditions. NZHPT also identifies that a Heritage Management

Plan is required under proposed condition DC34 and that the provisions of this

plan should be referenced in the CEMP. I considered this to be a sensible

suggestion.

11.46. Foodstuffs (submission 103596) and McDonald’s (103584) seek a greater level of

communication than the draft CEMP which they believe suggests they would only

be contacted by letter drops and phone calls as required. This would not be the

case. The communications with these organisations would be discussed with

them and formalised as part of the stakeholder management plan. This is how we

have managed the various requirement of stakeholders involved with the NWM

Park Project.

11.47. Mrs Irene Halakas (submission 103457) wanted to ensure that the CEMP

covered monitoring and quick responses to noise and dust issues. Any noise or

dust emissions that exceed the limits set out in the CN&VMP and the CAQMP

require immediate action. The draft CEMP identifies the requirement to undertake

daily reporting of any non-complying activity.

11.48. Powerco (submission 103456) seek that all stakeholders be advised as to the

availability of the CEMP and other management plans within 5 days of them

being loaded on to the Project web site. I see no problem with this amendment.

Air Quality

11.49. The Grandstand Apartment Submissions, Mr Craig Relph (submission 103582),

Zena Court (submission 103445), Mrs Irene Halakas (submission (103457), St

Mark’s School Board (submission 103516), Tasman Gardens Apartments

(103441), Ms Noeline Gannaway (submission 103416), Mr Craig Palmer

(submission 103571) and Mr Geoff Palmer (submission 103529) all identify that

there is potential for adverse effects on air quality resulting from the construction

activities. In particular they identify the impacts from dust and vehicle emissions.

11.50. The management of air quality on site will be undertaken through the

implementation of the CAQMP. This is discussed in the evidence of Mr Gavin

Fisher. Our experience from the NWM Park Project shows that construction

activities can be managed to avoid the creation of dust nuisances. The key to

avoiding the creation of a dust nuisance is to ensure that favourable conditions

for dust generation are prevented. This will be achieved by regular inspections of

the site and monitoring climatic conditions. Where possible dust sources will be

eliminated by such actions as covering working surfaces and regular sweeping.

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Where it is not possible to remove sources of dust, the generation potential can

be reduced by covering and dampening down with a water cart.

11.51. A similar alert system to that used for the NWM Park Project and which I

described earlier will be installed. In addition a series of dust deposition samplers

will be installed. These samplers will be installed in advance of construction

commencing to provide baseline information.

11.52. The management of vehicle emissions is covered by the provisions of the CEMP

and the CAQMP. These management plans require the construction equipment

on site to be in good condition with exhaust systems in a good state of repair.

Air Quality – Pirie Street

11.53. Restaurant Brands (submission 103438) identifies concerns about dust

discharges from the construction works associated with the Pirie Street/ Kent

Terrace intersection. They seek a condition that specifically covers a construction

management plan for these works. In my opinion a special construction

management plan is not required for these works. The works are minor and not

dissimilar to works recently completed in the vicinity. However, Mr Lindsay

Daysh has considered the matter and has included this submitter in the list of

parties involved with the CRG (condition DC6) and broadly I see no harm with

that approach.

Access – KFC – Pirie Street

11.54. Restaurant Brands (submission 103438) are concerned that the intersection

improvements at Pirie Street / Kent Terrace intersection will adversely impact

upon the exit lane from their drive through. They seek a special condition to

protect their access. The proposed intersection works will not impact on their exit

point and therefore we see no need to alter the draft conditions, given the

requirement to consult generally with parties.

Safety

11.55. The Grandstand Apartment Submissions, Ms Liz Springford (submission

103560), Ms Johanna Woods (submission 103477) and Ms Brittany Peck

(submission (103475) raised concerns about the safety of people passing through

the construction area. The measures to ensure the safety of pedestrians and

cyclists will be detailed in the CTMP and are covered in the evidence of Mr Frank

Stocks who describes the CPTED audit that is required to be undertaken of the

SSTMPs. In addition the area will be included in the security measures that cover

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the entire construction site. These measures include regular patrols by security

staff. In my opinion safety in the immediate vicinity of the construction site will be

equal to if not better than the current situation.

Parking

11.56. The Grandstand Apartment Submissions raised concerns about the loss of

parking in the Kent/Cambridge Terrace area. There will be a temporary loss of

some parking in the construction area. This matter is covered in the evidence of

Mr David Dunlop who confirms that this loss is not considered significant in

regard to the total number of parks available.

11.57. Mrs Irene Halakas (submission 103457) in her submission seeks for there to be

no parking of construction vehicles on Ellice Street. It will not be the intention to

have any Alliance construction vehicles parking on Ellice Street. However there

may be parking on the street of private vehicles used by workers on the Project.

The Alliance works with the whole workforce to reduce vehicle movements,

increasing public transport and cycling where possible. If this becomes a problem

then working with the CRG, we will investigate alternatives and implement

reasonable measures such as establishing minivans from parking locations to the

construction site.

Ellice Street – Heavy Vehicles

11.58. Mrs Irene Halakas (submission 103457) in her submission sought for there to be

no heavy vehicles using Ellice Street. This is not a practical option as access will

be required to St Joseph’s and temporary changes to Hania Street will mean

vehicles will need to use Ellice Street.

11.59. The Alliance will however minimise the use of the street and alternatives will be

used where practicable. Mr David Dunlop considers this in his evidence and

explains that effects can be addressed through the CTMP process.

Noise and Vibration

11.60. The Grandstand Apartment Submissions, Regional Wines and Spirits

(submission 103462), St Mark’s School Board (submission 103516), Ms Lucy

Bailey (submission 103558), Mr Patrick Morgan (submission103373), Zena Court

(submission 103445), Mrs Irene Halakas (submission 103475), Tasman Gardens

(103441), Ms Noeline Gannaway (submission 103416), Mr Craig Relph

(submission 103582) and Mr Chris Stevenson (submission103590) all raised

concerns about the generation of noise and vibration from construction activities,

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the duration of noisy activities, and mitigation measures. The potential for noise

and vibration to be a nuisance is a genuine concern. It will be the responsibility of

the Alliance during construction to ensure that construction activities do not cause

a nuisance.

11.61. As already noted a draft CN&VMP has been prepared which sets out limits for

noise and vibration. The evidence of Mr Peter Cenek and Mr Vincent Dravitzki

outline the measures in the CNVMP as to how these effects are to be managed.

Once the detailed construction planning is completed and in advance of

construction activities commencing on site, a reassessment of the potential noise

and vibration will be undertaken. This assessment will identify the potential for

noise and vibration based on information about the noise and vibration

characteristics of the different plant to be used. This assessment will be checked

by monitoring all new activities as they commence on site. There will be ongoing

monitoring of these activities to ensure they comply.

11.62. Should it be identified in advance or as a result of monitoring that a noise or

vibration limit could be or is being exceeded, an assessment process will be

immediately undertaken. The preferred course of action is to modify the activity to

make it compliant, but this may not be possible as demonstrated in the concrete

breaking at Te Papa described earlier. Mitigation of the impacts of noise and

vibration over the limits is the next course of action. The process for mitigation will

be as follows. The parties who could be or are affected will be contacted

promptly. The nature of the impacts such as duration, timing and intensity will be

described. The impacts on the recipients will be identified. Based upon this the

mitigation options will be identified. Possible mitigations may include changing the

timing of works, temporary relocation, installation of acoustic curtains, noise walls

etc. The mitigation will be tailored to each individual party.

11.63. In advance of construction works commencing all stakeholders within the

immediate vicinity of the works will have been contacted and a communications

strategy agreed. This communication strategy will ensure that all parties will be

well informed prior to works commencing or if there is a change in the nature of

construction activities. It will also identify how the Alliance can be contacted. The

Alliance will have a full time stakeholder liaison person who is available 24 hours,

7 days a week. This system is already in place to cover the NWM Park Project

construction.

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Regional Wines and Spirits

11.64. Regional Wines and Spirits (submission 103462) have identified a number of

concerns that relate to the operation of their business during the construction

phase. There will be impacts on the Regional Wine and Spirits in regard to

access and parking. It will be the Alliance’s objective to minimise the impact on

their business. To achieve this we will hold regular meetings with Regional Wines

and Spirits. The purpose of these meetings will be to keep them informed of

proposed works, understand how these will impact on the business and put in

place measures to mitigate effects. Such measures could include erection of

signage to help direct people to the site, provision of temporary parking and

ceasing construction activities to allow deliveries. We will also be informing the

public generally about construction activity and about key phases, and through

that process will ensure that we advise the public that businesses around the

Basin remain open for business.

12. Conditions / Mitigation

12.1. In this section, I provide comment on proposed conditions relevant to my

expertise and of suggestions in the submissions for amendments to proposed

conditions. The detail of these proposed changes will be covered in the evidence

of Mr Lindsay Daysh. I believe the proposed conditions will help establish good

communications between the bridge builders and potentially affected parties and

help establish an environmental management system that that will avoid adverse

effects from bridge construction.

DC 6

12.2. In regard to the submission by Tasman Gardens Apartments (submission

103441), I agree with their proposed amendment to DC 6 that they be added to

the Community Reference Group.

DC 13

12.3. In regard to the submission by Powerco (submission 103456), I agree with their

proposed amendment to DC13 that all stakeholders be informed of the availability

of the plan on the Project web site.

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DC 19

12.4. In regard to the submission by the NZHPT (submission 103577) I agree that

proposed condition DC 19 should be amended to include reference to the

Archaeology Authority and the Heritage Management plan.

DC 21

12.5. The NZHPT (submission 103577) seeks that the William Wakefield Memorial be

added to the structures to have a condition assessment completed. I agree and

also propose that the St Mark’s School buildings adjacent to Paterson Street be

added to proposed condition DC 21.

DC 25

12.6. GWRC (submission 103546) seek that proposed condition DC 25 be amended to

include GWRC’s Public Transport group in the parties to be consulted in the

preparation of SSTMPs. This would be sensible given their role in public transport

planning and funding.

DC 38

12.7. GWRC seek that proposed condition DC 38 be amended to reference the

Regional Council’s Erosion and sediment Control guidelines. I see no problem

with this proposed amendment and such a reference is common practice.

DC X

12.8. In regard to the submission by Powerco (submission 103456), I agree with their

proposed amendment to DC X that a condition requiring the preparation of a

NUMP be added. Powerco's submission seeking a condition requiring the

preparation of a NUMP will be addressed by an amendment to proposed

condition DC 19.

13. Conclusion

13.1. The construction of the bridge has the potential to create adverse environmental

impacts. However based upon my experience from the NWM Park Project

construction I believe the Project can be constructed without these potential

adverse effects materialising. To achieve this it is essential that there is good

communication between all parties, as well as an effective environmental

management system. The proposed conditions help establish a framework for

this. The environmental management of the site needs to be regularly monitored

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